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HomeMy WebLinkAbout2021.05.03 CC Packet The Council will be meeting using a hybrid model consisting of in-person and virtual via ZOOM pursuant to MN Statute Sec. 13D.021. Anyone who wishes to speak can attend the meeting in person or attend via ZOOM using the meeting ID and passcode below. For more information on participating, visit https://www.ci.hugo.mn.us/participate. Meeting ID: 864 7913 9003 Passcode: 553561 A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. April 19, 2021, City Council Meeting E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Nothing Scheduled G. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion and a roll call vote. If a member of the City Council or the public wishes to discuss an item, that item will be removed from the Consent Agenda and will be considered separately. 1. Approve Claims Roster 2. Approve Annual Performance Review for Parks Planner Shayla Denaway 3. Approve Donation to the Hugo Fire Department from the Hugo American Legion 4. Approve Contract with HCM Architects for Construction of a Pavilion at Lions Park 5. Award of 2021 Dust Control Contract 6. Approve Meadows of Hugo Final Plat and Development Agreement 7. Approve Wetland Replacement Plan for The Meadows at Hugo Residential Development 8. Approve Reduction in Cash Escrow for Hugo Gardens 9. Approve Pay Voucher No. 7 from Ebert Construction for New Public Works Facility Agenda HUGO CITY COUNCIL MEETING HUGO CITY HALL MONDAY, MAY 3, 2021 – 7 P.M. H. AWARD OF BID 1. Receive Bids and Award Contract for Salt and Materials Storage Buildings at the Public Works Facility I. UNFINISHED BUSINESS 1. Approve Resolution Approving Plans and Specs and Authorize Advertisement for Bids for the Downtown Street Project and Lions Park 2. Approve Resolution Approving Plans and Specs and Authorizing Advertisement of Bids for the Pavilion at Lions Park 3. Approve Advertisement for Bids for CSAH 8 Water Reuse Project 4. Approve Resolution Declaring Council Vacancy and Approving Appointment Process J. NEW BUSINESS 1. Authorize Lions Park/School Trail Feasibility Study K. VISITOR PRESENTATIONS 1. No visitor presentations scheduled L. COUNCIL PRESENTATIONS 1. Update on the Yellow Ribbon Network M. ADMINISTRATIVE PRESENTATIONS 1. Schedule Annual Performance Review for City Administrator Bryan Bear N. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON MAY 3, 2021 D.1 Minutes for the April 19, 2021, City Council Meeting Staff recommends Council approve the minutes for the Council meeting held on April 19, 2021, as presented. G.1 Approve Claims Roster Staff recommends Council approve the Claims Roster as presented. G.2 Approve Annual Performance Review for Parks Planner Shayla Denaway Shayla Denaway was hired on May 11, 2009, as the Economic Development/Parks Intern. On May 3, 2010, Council approved promoting Shayla as the new Parks Planner. Public Works Director Scott Anderson recommends approval of the annual performance review for Parks Planner Shayla Denaway G.3 Approve Donation to the Hugo Fire Department from the Hugo American Legion The Hugo American Legion would like to donate $2,000 to the Hugo Fire Department for training and equipment. Donations to the Fire Department must be approved by Council. Staff recommends Council approved the donation of $2,000 to the Hugo Fire Department from the Hugo American Legion. G.4 Approve Contract with HCM Architects for Construction of a Pavilion at Lions Park The City Council reviewed a proposal from HCM Architects and authorized the drafting of construction documents of a new pavilion at Lions Park at their February 1, 2021 meeting. The proposal from HCM Architects for $204,700, included preparation of final construction documents, bidding management, and construction observation and administration. Staff recommends approval of the contract with HCM Architects for construction of a pavilion at Lions Park.   G.5 Award of 2021 Dust Control Contract The City of Hugo currently applies dust control to approximately 23 miles of gravel roads located within its municipal boundaries. The City’s 2021 General Budget has accounted for a dust control project in 2021. As in past years, staff will work with May Township to cost share for the application of dust control on the shared portion of Keystone Ave. north of County Road 4. Bids for dust control were received and opened on April 22, 2021. The following prices were received: Northern Salt Inc. - $1.119/gallon, Envirotech Services - $1.10/gallon (1st application) and $1.08 (2nd application). With City Council approval, staff would coordinate with Envirotech to deliver and place a total of 149,920 gallons of calcium chloride in two separate applications, once in mid- June and again in mid-August. Staff recommends Council approval of a contract with Northern Salt Inc. in the amount of $163,484.48 for the 2021 Dust Control Project. G.6 Approve Meadows of Hugo Final Plat and Development Agreement Centra North, LLC has applied for final plat approval to plat 47 lots and 4 outlots in The Meadows at Hugo development. The development is located north of 159th Street North and west of Highway 61 and is currently vacant. The City Council reviewed and approved the preliminary plat and PUD for The Meadows at Hugo at its March 1, 2021 meeting. Staff recommends approval of the resolution approving the Final Plat and Development Agreement for The Meadows at Hugo, subject to review and approval by the City Attorney. G.7 Approve Wetland Replacement Plan for The Meadows at Hugo Residential Development Centra North, LLC is proposing to develop an approximately 33 acre parcel located north of 159th Street North and west of Highway 61 and is known as The Meadows at Hugo. To accommodate the development, the applicant is proposing to impact roughly 1.78 acres of wetlands out of the 5.92 acres of wetland on site. The applicant is proposing to create and restore 3.56 acres of wetlands and upland buffers on site to receive credit. The requirements under the MN Wetland Conservation Act (WCA) have been met. Staff recommends approval of The Meadows at Hugo wetland replacement plans, subject to final approval by the Technical Evaluation Panel (TEP). G.8 Approve Reduction in Cash Escrow for Hugo Gardens The Hugo Gardens Project has had grading and utility work completed to date and the Hugo Garden Apartments, LLC. is requesting a reduction in the Cash Escrow. The current amount of cash escrow for the Hugo Gardens Project is in the amount of $2,145,757. Staff has inspected the work completed to date and recommends Council approve the reduction in cash escrow to $1,967,742 based on the value of work remaining to be completed. G.9 Approve Pay Voucher No. 7 from Ebert Construction for New Public Works Facility Ebert Construction has submitted pay request #7 for payment for the City of Hugo Public Works Facility project in the amount of $539,374.47. The quantities completed to date have been reviewed and agreed upon by the architect, contractor and city staff. The amount indicated above reflects the work certified through April of 2021, with a 5% retainage applied. Total retainage being held for the project to date is $86,430.08. Staff recommends the City Council approve payment request #7 in the amount of $539,374.47 to Ebert Construction. H.1 Receive Bids and Award Contract for Public Works Facility Bids for the Public Works facility project were received on April 22, 2021. Six bids were received with the low bid being submitted by Ebert Construction. The bidding documents included a salt storage building and a materials storage building. Public Works Director, Scott Anderson, will provide Council with the results of the bid opening. Staff is recommending the award of a contract to Ebert Construction for the Base Bid in the amount of $662,200.00 I.1 Approve Resolution Approving Plans and Specs and Authorize Advertisement for Bids for the Downtown Street Project and Lions Park Previously the Council had authorized staff to prepare plans and specifications for the 2021 Downtown Improvement and Lions Park Redevelopment Projects. Plans and Specifications have been prepared for both the Lions Park Redevelopment and the 2021 Downtown Street Improvement Projects and are ready to be advertised for bidding. Staff is recommending these projects be bid as one project with one contractor. The City will benefit from a coordination and cost-effectiveness standpoint. Staff is requesting and approval of the plans and specifications for the combined project and authorization to advertise for bids. Staff will place the advertisement for bids which is required to run for a minimum of 21 days. Plans and Specifications are available for your review at City Hall. It is anticipated that consideration of awarding a construction contract will occur at the June 21, 2021 City Council meeting. Staff recommends approval of the resolution approving plans and specifications and ordering advertisement for bids for the 2021 Downtown Improvement Project and the Lions Park Redevelopment Project. I.2 Approve Resolution Approving Plans and Specs and Authorizing Advertisement of Bids for the Pavilion at Lions Park The City Council authorized the drafting of construction documents of a new pavilion at Lions Park at their February 1, 2021 meeting. A community workshop was held on April 14, 2021 to review the plans for Lions Park. HCM Architects has completed the construction plans and specifications. Staff is requesting approval of the plans and specifications and authorization to advertise for bids. Staff will place the advertisement for bids which is required to run for a minimum of 21 days. Plans and Specifications are available for review at City Hall. It is anticipated that consideration of awarding a construction contract will occur at the June 21, 2021 City Council meeting. Staff recommends approval of the resolution approving plans and specifications and ordering advertisement of bids for the construction of the Pavilion at Lions Park at 5524 Upper 146th Street North. I.3 Approve Advertisement for Bids for CSAH 8 Water Reuse Project Previously, Hugo City Council authorized WSB to prepare plans and specifications for the CSAH 8 Stormwater Reuse Project. The CSAH 8 reuse system will pump water from the stormwater pond located in the NW quadrant of CSAH 8 and Oneka Parkway to the existing irrigation system along CSAH 8 and future irrigation system to be constructed as part of the Lions Park Redevelopment Project and the 2021 Downtown Improvement Project, conserving an estimated 14 million gallons of water annually. Plans and Specifications have been prepared and are ready to be advertised for bidding. Staff is requesting approval of the plans and specifications and authorization to advertise for bids. Staff will place the advertisement for bids which is required to run for a minimum of 21 days. Plans and Specifications are available for your review at City Hall. I.4 Approve Resolution Declaring Council Vacancy and Approving Appointment Process At its April 19, 2021, meeting, Council discussed the resignation of Council Member Chuck Haas after over 22 years on the Council. Staff was directed to draft an appointment process and bring it back to Council for approval. Staff is recommending the deadline for applications be Wednesday, May 19. Applicants would then be notified of interview times on Friday, May 21. Staff recommends Council approve the resolution accepting the resignation of Council Member Chuck Haas and declaring a vacancy to be filled by appointment. Staff further recommends Council select a date and time between Monday, May 24 and Friday, May 28 to hold interviews. J.1 Authorize Lions Park/School Trail Study At their meeting of April 21, 2021, The Parks Commission reviewed a proposal from WSB to study the feasibility of trails near Lions Park and the new White Bear Lake Area Elementary School. The park and school are anticipated to be under construction in summer 2021. The City owns property north of Lions Park which, in combination with property owned by the school district, could provide significant educational and recreational opportunities if made accessible with a trail. Grant funding may be available for construction of such trails and boardwalks. A proposal was received by WSB to study the feasibility of trails in this area for $16,000. It includes mapping the approved wetland delineations of the various parcels, delineating remaining wetlands, as well as preparation and evaluation of conceptual trail alignments and a concluding report. In November 2020, the City applied for funding for this study through Living Healthy Washington County and the Statewide Health Improvement Program, but it was not approved. The Parks Commission recommends approval of the proposal from WSB to study the feasibility of trails between Lions Park and the new school. L.1 Update on the Yellow Ribbon Network Council Member Chuck Haas will report to Council on the Yellow Ribbon Network activities held recently. M.1 Schedule Annual Performance Review for City Administrator Bryan Bear Bryan Bear has been employed with the City since May 3, 2004. Bryan served as the Community Development Director until being appointed the City Administrator on November, 7, 2011. Staff requests Council schedule the annual performance review for City Administrator Bryan Bear. N. Adjournment The Council meeting was held using a hybrid model consisting of in-person and virtual via ZOOM, pursuant to MN Statute Sec. 13D.021. Call to Order Mayor Weidt called the meeting to order at 7:00 p.m. COUNCIL PRESENT IN CHAMBERS: Haas, Klein, Miron, Weidt COUNCIL PRESENT REMOTELY: Petryk OTHERS PRESENT AT CITY HALL: City Administrator Bryan Bear, Development Director Rachel Juba, City Engineer Mark Erichson, Community Development Assistant Emily Weber City Clerk Michele Lindau OTHERS PRESENT REMOTELY: City Attorney Dave Snyder, Planner Shayla Denaway Approval of Minutes for the April 5, 2021, City Council Meeting Miron made motion, Klein seconded, to approve the minutes for the April 5, 2021, City Council meeting as presented. Roll call vote – all ayes. Motion carried. Approval of Minutes for the April 8, 2021, Local Board of Appeals and Equalization Meeting Miron made motion, Klein seconded, to approve the minutes for the LBAE meeting on April 8, 2021, as presented. Roll call vote – all ayes. Motion carried. Approval of Minutes for the April 13, 2021, WBL Elementary School Groundbreaking Ceremony Klein made motion, Miron seconded, to approve the minutes for the White Bear Lake Elementary School Groundbreaking Ceremony held on April 13, 2021, as presented. Roll call vote – all ayes. Motion carried. Approval of Minutes for the April 14, 2021, Lions Park Workshop Miron made motion, Klein seconded, to approve the minutes for the Lions Park Workshop held on April 14, 2021, as presented. Roll call vote – all ayes. Motion carried. Minutes HUGO CITY COUNCIL MEETING HUGO CITY HALL/HYBRID MEETING MONDAY, APRIL 19, 2021 – 7 P.M. Hugo City Council Meeting Minutes for April 19, 2021 Page 2 of 6 Approval of Agenda Weidt made motion, Klein seconded, to approve the agenda as amended by Haas to add an announcement by him. Roll call vote – all ayes. Motion carried. Swearing in of Fire Chief Jim Compton, Jr. At its October 19, 2020, meeting, Council approved the promotion of Jim Compton, Jr. as the new Hugo Fire Chief effective January, 1, 2021, to replace retired Fire Chief Kevin Covard. Jim has been with the department since June, 2001. Mayor Tom Weidt performed the swearing in of Jim Compton, Jr. as Fire Chief. Compton thanked all the firefighters who attended the meeting that evening and acknowledged the support of his wife over the years. Swearing in of Assistant Fire Chief Colin Emans At its April 5, 2021, meeting, Council approved the promotion of Colin Emans as the Assistant Fire Chief on the Hugo Fire Department. Colin has been with the department since June, 2013. Fire Chief Jim Compton, Jr. performed the swearing in of Colin Emans as the new Assistant Fire Chief. Colin stated he looked forward to the challenge in leading the department. Compton talked about Colin’s 15-year career as a fire service veteran who spent seven years in White Bear Lake as a captain before moving to Hugo. Colin was most recently the training captain and had spent a lot of time adapting the training program during COVID, earning him the 2020 Fire Officer of the Year Award. Recognition of Retired Firefighter Ron Gray At its December 16, 2019, meeting, Council approved the retirement of Ron Gray from the Hugo Fire Department effective February 15, 2020. Ron had served on the fire department for 40 years. Fire Chief Jim Compton, Jr., presented Ron plaque and talked about Ron’s time on the department. Ron joined the department in 1979, and over the years served as a lieutenant, captain, assistant fire chief and most recently an engineer. He was a daytime responder who did a lot of projects for the department. He also held positions on the Board of Trustees for the Fire Relief Association and did a lot of work putting on the Good Neighbor Days Festival. Compton recalled a time when Ron responded to a call where he administered the AED and CPR, bringing the patient back from full cardiac arrest. The family made a donation to the department of $1,700 for the purchase of an additional AED. Ron was currently working with Allina Health as an EMT. Mayor Weidt called for a short recess. Hugo City Council Meeting Minutes for April 19, 2021 Page 3 of 6 Good Neighbor Days Festival – Lions Club Members Jason Schwieger Jason Schwieger, Assistant President of the Hugo Lions Club presented to Council information on their plan to hold the Hugo Good Neighbor Days Festival on Friday, June 11 – Sunday, June 13, 2021 at Lions Park. He explained how they were working on holding the event in a safe manner due to COVID, and he acknowledged they may have to delete some activities. There were plans for a beer garden, petting zoo, fireworks, parade, craft fair, bags tournament and rib contest on Saturday. Grundhofer Meats would be donating ribs. The Lions were not planning on using the kitchen since they were getting ready for the building to be torn down with the improvements to Lions Park, so they will be using the Centerville Lions Club’s food trailer. Due to COVID, there would be more washing stations, Plexiglas dividers, and sanitation stations. He stated they would be waiting for the last action plan from the governor before creating their COVID plan. Council expressed appreciation for all the Lions do in putting on this event. Schwieger asked Council to waive the Special Event Permit and provide police services for the event as in the past. Haas made motion, Klein seconded, to waive the Special Event Permit and provide police services for the event with the review and approval by staff of their COVID plan. All Ayes. Motion carried. Washington County Sheriff’s Office Annual Report – Sheriff Dan Starry Washington County Sheriff Dan Starry was in attendance to present the Sheriff’s Department annual report. He began by commending Ron Gray on his 40 years of service to the Hugo Fire Department. Starry talked about being with the Sheriff’s Office since 1993, saying it was an honor being elected the 30th Sheriff of Washington County. He introduced Chief Deputy Anschutz, newly assigned Patrol Commander Tim Harris, and Hugo Sergeant Joe Zerwas. He talked about the eight deputies that work hard to serve everyone who lived and worked in Hugo. Starry presented the guiding principles they use to build trust and collaboration in the community and serve with fairness, respect, and impartiality. The explained the budget for Hugo in 2021 was just over $1.2 million dollars, which came to $79.10 cost per capita. He talked about the new challenges in 2020 due to the COVID-19 pandemic and the civil unrest due to the Chauvin trial saying an East Metro Readiness Group was formed to address requests for services. He said hiring during this time has been a challenge with the applicant pool decreasing. He provided trends in Washington County saying there had been an increase of calls for persons in crisis, speeding, theft of vehicles, driving while impaired, and no increase in overdose deaths. There were six in Hugo last year. He explained ways they were responding to each of those trends saying they created special units and received grants to assist in DWI and speeding enforcement. They also provide assistance to those struggling with opioids. He talked about the Drug Takeback Program and how they collected over 35 tons of medication since the program began in 2013. Ten barrels of were collected in Hugo alone last year. He thanked the City for partnering with them. He explained there were 8,421 calls for service last year and 5,433 Hugo City Council Meeting Minutes for April 19, 2021 Page 4 of 6 incident calls. The highest call load occurred between 3-9 p.m. He said deputies work around the clock, and he encouraged anyone seeing something suspicious to call immediately. He reviewed the 2020 crime incidents and quality of life incidents stats, and he talked about fraud and phone scams. He said Hugo Detective Lee Mars remained busy and does a fabulous job. He presented trends on types of crimes in Hugo saying the stats were shared with deputies so they could provide proper attention. Citations and moving violations were mapped so they could see what areas they needed to provide additional enforcement. He said in 2021, they were looking forward to there being more events and opportunities for them to be engaged in the community. Council asked about the annual memorial service, whether traffic violations were by local residents or those outside the community, and if they were seeing more people on the roads as COVID restrictions lessen. Starry replied the memorial service would be held virtual again this year, and traffic violators differ from location, but many are locals speeding in their own neighborhoods. He stated there was an increase in people out, and he asked that everyone slow down, pay attention, and report things that are suspicious. There was a discussion on the new social media trend to report incidents online instead of calling the Sheriff’s office. Starry encouraged people to call 911 dispatch since 911 now handles emergency and non-emergency issues. Approval of Consent Agenda Klein made motion, Miron seconded, to approve the following consent agenda: 1. Approve Claims Roster 2. Approve Special Event Permit for New Life Church Summer and Fall Events 3. Approve Application for Water Surface Use Permit for Dave Strub on Sunset Lake 4. Approve Temporary On-Sale Liquor License for Lions Club for Good Neighbor Days 5. Approve Renewal of 2 a.m. License for Sal’s Angus Grill 6. Approve Encroachment Agreement for 5555 157th Way North – Thomas Callies All Ayes. Motion carried. Approve Claims Roster Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Special Event Permit for New Life Church Summer and Fall Events New Life Church, 6000 148th Street North, had applied for a Special Event Permit to hold outdoor events on Sunday, June 13 and Sunday October 3, 2021. A Special Event Permit approved by Council was required because an amplified sound system would be used. The June event would be an outdoor service at 9 a.m. followed by a picnic. The October event would be an outdoor gathering from noon-5:00 p.m. with a small band, hayrides, and outdoor games. Adoption of the Consent Agenda approved the Special Event Permit for New Life Church for their spring and fall events subject to the conditions in the permit including a COVID Preparedness Plan. Hugo City Council Meeting Minutes for April 19, 2021 Page 5 of 6 Approve Application for Water Surface Use Permit for Dave Strub on Sunsest Lake On behalf of residents living on Sunset Lake, resident Dave Strub 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 would issue the permit after City Council approval. Adoption of the Consent Agenda approved the application for a Water Surface Use Permit for a slalom water skiing course on Sunset Lake. Approve Temporary On-Sale Liquor License for Lions Club for Good Neighbor Days The Hugo Lions Club had applied for a temporary On-Sale Liquor License to serve alcohol at the Hugo Good Neighbor Days Festival June 11-13, 2021. Adoption of the Consent Agenda approved the temporary On-Sale Liquor License for Good Neighbor Days. Approve Renewal of 2 a.m. License for Sal’s Angus Grill Since May 2010, Sal’s Angus Grill held a license that permitted the establishment to stay open until 2 a.m. This license needed to be renewed annually with approval by the City Council. This year, the State had waived their permit fee due to COVID. Adoption of the Consent Agenda approved the renewal of the 2 a.m. license for Sal’s Angus Grill. Approve Encroachment Agreement for 5555 157th Way North – Thomas Callies Thomas Callies had requested an encroachment agreement to allow construction of a fence within a drainage and utility easement on property located at 5555 157th Way North. A drainage and utility easement covered a majority of the back yard. Staff found the deck and shed would have no negative impact on utilities or drainage in the area. Adoption of the Consent Agenda approved RESOLUTION 2021-28 APPROVING AN ENCROACHMENT AGREEMENT FOR THOMAS CALLIES TO ALLOW CONSTRUCTION OF A FENCE WITHIN A DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT 5555 157TH WAY NORTH. Approve Resolutions for Lions Park Site HCM Architects, on behalf of the City of Hugo, had applied for site plan approval of Lions Park located at 5524 Upper 146th Street North. Community Development Assistant Emily Weber presented the plan that included an approximately 5,500 square foot Lions Park pavilion with an indoor gathering room, meeting rooms, serving kitchen and restrooms, which would all be made available for public use. The plan also showed playground equipment, trails, landscaping, and sport courts/fields. She provided background on the project explaining the site was master planned in 2015 after three years of planning, four stakeholder meetings, and six community workshops. In October 2020, a community workshop was held and three stakeholder committees were formed to refine the design of the playground, park pavilion, and overall park site. At its April 8, 2021 meeting, the Hugo Planning Commission considered the request for approval of the Lions Park site plan. The Commissioners liked the overall site plan and agreed that the park redevelopment would be a great amenity to Hugo. The Planning Commission found that the site Hugo City Council Meeting Minutes for April 19, 2021 Page 6 of 6 plan met all criteria required for approval and recommended approval of the site plan subject to the conditions listed in the resolution. The City Council and Parks Commission held a workshop on April 14, 2021 at Hugo City Hall, where HCM Architects and WSB presented the site plan and park pavilion in depth. Residents were invited to participate in the workshop and provide feedback and ask questions. Generally, the Council members, Commissioners, and residents were excited about the future improvements of Lions Park and considered the site plan to consist of high quality design and to be well thought out. Klein made motion, Haas seconded to approve RESOLUTION 2021-29 APPROVING A SITE PLAN FOR HCM ARCHITECTS ON BEHALF OF THE CITY OF HUGO FOR LIONS PARK LOCATED AT 5524 UPPER 146TH STREET NORTH. Roll call vote – all ayes. Update on the Yellow Ribbon Network Council Members Chuck Haas updated the Council on the activities of the Yellow Ribbon Network to date. Three thousand military members were on state-active duty due to the unrest in the Twin Cities, and they had a wish list of items, one being a hot meal. The YRN partnered with Aesop’s Table to serve 255 people, and Haas showed pictures of the event. He stated the YRN continues to get requests for assistance and they are doing what they can to meet them. Burger Night will resume on April 27 at the Hugo American Legion, and the White Bear Chamber will be the sponsor. Dine in and takeout will be available. Announcement by Chuck Haas of his Retirement Council member Chuck Hass announced he will be retiring from the City Council effective May 31, 2021, after over 22 years as a Council Member. Council discussed with the City Attorney Dave Snyder options for his replacement, which were to hold a special election or fill it by appointment. Snyder explained that statute allowed a vacancy to be filled by appointment by the Council it the vacancy occurs when less than half the term remained and doing so would avoid a costly special election. Miron moved Klein seconded, to direct staff to draft an appointment process and bring back the logistics to the next meeting All ayes. Motion carried. Adjournment Klein made motion, Haas seconded to adjourn at 8:36 p.m. All ayes. Motion carried. Respectfully Submitted, Michele Lindau, City Clerk City of Hugo Claims May 3, 2021 G. 1 Vendor Invoice Amount Description Department Allstream 17454371 103.98$ Fax Lines Administration American Flagpole & Flag Co 162126 179.90$ U.S. Flags Fire Dept American Planning Association 242929 473.00$ 2021 Membership Dues - Rachel Juba Planning & Zoning Aspen Mills 268348 9.85$ Embroidery Fire Dept Aspen Mills 271964 43.85$ Class A Uniform Modifications Fire Dept Aspen Mills 272046 134.85$ Officer Badge Fire Dept Aspen Mills 272098 58.85$ Class A Uniform Modifications Fire Dept Aspen Mills 272337 35.60$ Name Tags Fire Dept Aspen Mills 272711 265.60$ HFD Shirts, Name Tags & Embroidery Fire Dept CDW Government B472691 20.19$ Cell Phone Accessories Public Works Century College 807454 525.00$ Fire Apparatus Operator - Brian Esch Fire Dept Cintas Corporation 5058839962 182.65$ First Aid Supplies Gen Gov't Bldgs Cintas Corporation 5058839962 179.64$ First Aid Supplies Public Works Comcast 4/5/2021 2.25$ Business Internet (thru May 14) Fire Dept Comcast 4/12/2021 10.48$ Business Cable (thru May 21) Administration Comcast 120312434 497.93$ Business Internet (April) Administration Comcast 120312434 497.93$ Business Internet (April) Public Works Core & Main LP N981891 2,109.14$ Gate Valve Parts Water Utility Core & Main LP N983635 1,348.80$ Gate Valve Parts Water Utility Core & Main LP O060159 183.71$ Radio Meter Water Utility De Lage Landen Financial Services Inc 72124499 311.37$ April Copier Lease Payment Administration Emergency Apparatus Maintenance Inc 116502 2,609.18$ NFPA Pump Test & Foam System Service - Unit #L1 Fire Dept Environmental Equipment & Services Inc 16913 781.94$ Parts - Unit #314 Street Dept HCM Architects 2066-5 44,518.99$ Lions Park Architect Services Special Parks Fund ICMA Membership Renewals 446204 1,400.00$ ICMA Membership Dues - Bryan Bear Administration Innovative Office Solutions LLC IN3324576 182.30$ Legal Pads, Pens, Correction Tape & Batteries Administration Innovative Office Solutions LLC IN3324576 20.97$ Face Masks Administration Instrumental Research Inc 3266 20.00$ Water Bacteria Testing - Water Tower No. 4 Water Utility Interstate Battery System of Minneapolis 110051235 965.00$ Batteries Public Works Jefferson Fire & Safety Inc IN128237 840.00$ Enforcer Foam Fire Dept Johnson/Turner March 4,829.00$ Prosecution Fees (Flat Fee) General Legal Johnson/Turner March 294.95$ Disbursements (Prosecution Costs) General Legal Johnson/Turner March 9,071.25$ Civil Legal Fees - See Attached Breakdown General Legal MacQueen Emergency P00286 3,801.59$ Structural Boots Fire Dept Menards 60898 47.68$ Fire Department Supplies Fire Dept Menards 61433 21.98$ Street Sign Hardware Street Dept Menards 61433 13.98$ Safety Supplies Street Dept Menards 61489 155.88$ Trash Bags Parks Dept Menards 61489 26.99$ Mailbox Repairs Street Dept Metering & Technology Solutions 19223 1,081.91$ Water Meter Hardware Water Utility Metering & Technology Solutions 19248 301.36$ Water Meter & Hardware Water Utility Metropolitan Council 1123303 425.00$ Industrial Discharge Permit (Vactor Truck) Sewer Utility Minnesota Pollution Control Agency SD-64529237 23.00$ Wastewater Certification Renewal - Matt Klein Sewer Utility MnFIAM Book Sales 2816 80.00$ Firefighting Textbooks Fire Dept MTI Distributing Inc 1295065-00 2,442.31$ Parts - Unit #324 Parks Dept MTI Distributing Inc 1296645-00 128.65$ Parts - Unit #324 Parks Dept Olson's Sewer Service Inc 94444 3,486.87$ Watermain Repairs - 145th Street Water Utility O'Reilly Auto Parts 5914-152496 9.98$ Fuses - Unit #ATV1 Fire Dept O'Reilly Auto Parts 5914-155477 153.10$ Parts - Old Engine Fire Dept O'Reilly Auto Parts 5914-149186 (19.28)$ Core Credit (HFD) Fire Dept Plant & Flanged Equipment LLC 0078940-IN 58.95$ Flange Gasket - Water Tower No. 4 Water Utility Preisler, Chuck CLAIM 371.20$ Mileage Building Inspections Press Publications 698253 60.50$ Ordinance 2021-503 Ordinances/Proceedings Press Publications 698254 242.00$ Advertisement for Bids - PW Facility Salt Storage Bldg Public Works Quadient Leasing USA Inc N8832495 68.99$ Meter Rental - March Administration Quadient Leasing USA Inc N8832495 68.99$ Meter Rental - April Administration Quadient Leasing USA Inc N8832495 68.99$ Meter Rental - May Administration Sam's Club 72024 527.13$ Fire Department Supplies Fire Dept Schifsky (T.A.) & Sons Inc 66968 816.27$ Asphalt Street Dept Schifsky (T.A.) & Sons Inc 66995 696.10$ Asphalt Street Dept Sun Life Financial May 1,038.11$ Disability Premium Finance Dept T-Mobile 870254054 1,344.85$ Cellular Phone Charges Various UniFirst Corporation 090 0615834 90.64$ Supplies & Floor Mat Services (FH) Fire Dept UniFirst Corporation 090 0618546 135.30$ Uniform, Supplies & Floor Mat Services (PW) Public Works UniFirst Corporation 090 0619896 135.30$ Uniform, Supplies & Floor Mat Services (PW) Public Works Verizon Wireless 9876949839 1,093.77$ Cellular Phone Charges Various Washington County 188224 1,233.00$ Special Assessment Collection Fee General/Unallocated 92,939.24$ Total Claims for May 3, 2021 Page 1 14669 Fitzgerald Avenue North, Hugo, MN 55038 (651) 762-6300 www.ci.hugo.mn.us MEMO TO: Bryan Bear, City Administrator FROM: Scott Anderson, Public Works Director DATE: May 3, 2021 SUBJECT: Award of Bid – 2021 Dust Control Background Staff is requesting Council approval and award of bid for the 2021 Dust Control project. The City of Hugo currently applies dust control to approximately 23 miles of gravel roads located within its municipal boundaries. The City’s 2021 General Budget has accounted for a dust control project in 2021. As in past years, staff will also work with May Township to cost share for the application of dust control on the shared portion of Keystone Ave. north of County Road 4. Bids for dust control were received and opened on April 22, 2021. The following prices were received: Northern Salt Inc. - $1.119/gallon Envirotech Services - $1.10/gallon (1st application), $1.08/gallon (2nd application) With City Council approval, staff would coordinate with Envirotech to deliver and place a total of 149,920 gallons of calcium chloride in two separate applications, once in mid- June and again in mid-August. Recommendation Staff recommends Council approval of a contract with Northern Salt Inc. in the amount of $163,484.48 for the 2021 Dust Control Project. Agenda Number G.6 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Emily Weber, Community Development Assistant SUBJECT: Centra North, LLC. The Meadows at Hugo Final Plat and Development Agreement DATE: April 29, 2021 for the City Council meeting of May 3, 2021. 1. PROPOSED MOTION: Move to approve the resolution approving the Final Plat and Development Agreement for The Meadows at Hugo. Approval of the Final Plat requires a 3/5 vote of the City Council. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of a final plat in order to plat 47 lots and 4 outlots on a parcel located north of 159th Street North and west of Highway 61 for The Meadows at Hugo. The site is currently vacant. 3. BACKGROUND: The City Council reviewed the preliminary plat and PUD for 87 single family residential lots for The Meadows at Hugo at its March 1, 2021 meeting. This final plat request will plat 47 single family residential lots and 4 outlots from The Meadows at Hugo preliminary plat. The lots meet the minimum lot standards and requirements outlined in the regulations for The Meadows at Hugo general plan. 4. RECOMMENDATION: Staff recommends approval the resolution approving the Final Plat and Development Agreement for The Meadows at Hugo. The Meadows at Hugo Final Plat and Development Agreement Page 2 ATTACHMENTS: a) Location Map b) Resolution Approving the Final Plat c) Development Agreement d) Covenants e) Engineer’s Memo f) Final Plat g) Construction Plans 165th Street North 159th Street N o r t h 157th Street North Forest Boulevard NorthFarnham Avenue No r th Foxhill Avenue NorthFalcon Circle NorthFenway Avenue NorthFinley Avenue North158th Street North 157th Way NorthFenson Court NorthFenway Circle NorthFinley Bay North159th Court NorthFenway Avenue North157th Way NorthThe Meadows at Hugo Location Map Hugo, MN Roads Hugo Border Parcel Boundary ¯0 625Feet 1 in = 625 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\The Meadows Pre Plat.mxdSite RESOLUTION 2021-XX APPROVING FINAL PLAT AND DEVELOPMENT AGREEMENT FOR CENTRA NORTH, LLC, ON PROPERTY LOCATED NORTH OF 159TH STREET NORTH AND WEST OF HIGHWAY 61 FOR THE MEADOWS AT HUGO WHEREAS, Centra North, LLC, has requested approval of a final plat development to allow construction of 47 single family lots and 4 outlots on the property legally described as follows: See attached. 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 Centra North, LLC, for a final plat, subject to the following conditions: 1. A final plat is approved to allow the creation of 47 single family lots in accordance with the application and plans received on March 26, 2021, March 31, 2021 and April 29, 2021, except as amended by this resolution. 2. The development shall substantially comply with all plans and conditions of the preliminary plat and PUD approval granted by the City Council on March 1, 2021. 3. Development standards shall comply with Resolution 2021-09, 2021-10, and 2021- 11. 4. The developer must comply with all conditions outlined in the City Engineer’s memo dated April 29, 2021 and all red-lined comments provided to the applicant. 5. Outlot use and ownership: a. Outlot A is to remain under current ownership and will continue to be zoned Future Urban Service. The outlot shall be combined with the parcel to the east with PID 08.031.21.34.0002 and will be rezoned with future development. There will be no access to Outlot A from the west and access shall only be allowed from the east. b. Outlot B is proposed for future phases of the development and will remain in ownership of the developer. c. Outlot C and D are proposed for wetlands and stormwater management. The outlots are not buildable and shall be deeded to the City at the time the plat is recorded. 6. Any signs installed on the property are required to gain sign permit approval through the City. Resolution 2021-XX Page 2 7. Prior to the release of the final plat for recording, the developer shall comply with the following conditions: a. The Final Plat shall be revised to include drainage and utility easements over all outlots. b. The development covenants shall be reviewed and approved by staff. c. The final landscape plans must be submitted for review and approval by staff. d. Exact locations and types of fixtures of the street lights shall be reviewed and approved by staff. e. The developer shall obtain all necessary stormwater management and WCA permits from the City. f. The developer shall obtain all necessary local, state, and federal permits. g. The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. h. The developer shall pay $112,800.00 in full to satisfy the required cash in lieu of parkland dedication requirements. i. The developer shall pay the sewer and water trunk fees for each lot at final plat. The City’s SAC and WAC fees will be paid at the time building permits are issued. 8. Prior to the issuance of building permits, the developer shall comply with the following restrictions: a. The applicant shall file the final plat, development agreement, and associated documents with Washington County and provide proof of recording to the City. b. The applicant shall submit three full sets of approved final plans to the City. c. If a sales trailer is located on the property, a site plan and building elevations shall be submitted for City review and approval. 9. Prior to issuance of Certificate of Occupancy: a. All improvements shall be installed including the grading, streets, stormwater management, trails, landscaping, and amenities. Resolution 2021-XX Page 3 ADOPTED by the City Council this 3rd day of May, 2021. ______________________________ Tom Weidt, Mayor ATTEST: _______________________________ Michele Lindau, City Clerk Resolution 2021-XX Page 4 Legal Description Return To: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT The Meadows at Hugo THIS AGREEMENT, made and entered into this _____ day of _______________, 20___ by and between the CITY OF HUGO, a Minnesota municipality organized under the laws of the State of Minnesota (hereinafter referred to as "City"); and Centra North, LLC, (hereinafter referred to as "Developer"). WITNESS: The Meadows at Hugo 2 WHEREAS, the City Council of the City has, by Resolution Number 2021-9 on March 1, 2021, approved the preliminary plat for a major subdivision as proposed by the Developer to be known as "The Meadows at Hugo"; and, WHEREAS, the City Council of the City has, by Resolution Number 2021-10 on March 1, 2021, approved the PUD general plan for a major subdivision as proposed by the Developer to be known as "The Meadows at Hugo"; and, WHEREAS, the City Council of the City has, by Resolution Number 2021-11 on March 1, 2021, approved the comprehensive plan amendment for a major subdivision as proposed by the Developer to be known as " The Meadows at Hugo "; and, WHEREAS, the City Council of the City has, by Resolution Number 2021-XX on May 1, 2021, approved the final plat for a major subdivision as proposed by the Developer to be known as "The Meadows at Hugo" (hereinafter referred to as the "Plat"); and, WHEREAS, the Plat proposed a development of an approximately 33 acre parcel of land into 47 residential lots and 4 outlots; and, WHEREAS, it is the policy of the City to enter into development contracts as contemplated in Minnesota Statutes §462.358, Subd. 2(a); and, WHEREAS, the parties hereto desire to set forth their respective rights and obligations of the parties to this Agreement. NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions contained herein, it is agreed by the parties hereto as follows: A. GENERAL ENGINEERING CONDITIONS; 1. Escrow for City Costs and Fees. Developer shall, contemporaneously with the execution of this Agreement, deposit with the City an escrow as outlined in Exhibit C to cover the cost of legal fees, engineering and construction observation fees, administrative expenses, and other costs related to this Plat. All fees and costs incurred by the City in connection with the Plat shall be charged against said escrow account which shall remain in effect until the expiration of the warranty period for the Plat, as defined in paragraph 7, in all events said fees and costs shall be the responsibility of the Developer and shall be paid on demand. Any funds remaining in the escrow account after the completion of the warranty period shall be refunded to the Developer. In the event The Meadows at Hugo 3 that the escrow account herein is depleted, Developer agrees to post additional funds to replenish the account and to cover projected City costs. Specifically, Developer agrees that the escrow account shall maintain a balance of no less than $5,000.00. Developer shall be entitled, upon request, to an itemized statement of all costs and fees charged against this escrow account. 2. Development Plans. In accordance with the policies and ordinances of the City, and subject to all City resolutions and approvals in connection herewith, the Developer shall construct the proposed improvements (hereinafter referred to as the "Improvements"). All Improvements shall be constructed and installed pursuant to the terms and conditions herein set forth in accordance with the plans approved and listed on Exhibit A, subject to all City resolutions and approvals listed in Exhibit B, subject to final approval by the City, and in accordance with City standards and requirements including those listed herein. In addition, all public street, utility, and storm drainage improvements shall comply with the City’s adopted specification book and the reasonable direction of City staff. 3. Authorization to Proceed with Construction. Developer agrees not to commence any grading, utility or street work within the Plat until the following are completed: 1) Construction plans are approved by the City and distributed. 2) Pre-construction conference is held. 3) Notice to Proceed is issued. 4. Construction Observation. The City, for its benefit, will provide staff of its choosing to provide construction observation for the Improvements outlined in this Agreement. All costs associated with construction observation and inspection will be the responsibility of the Developer. The Developer shall allow City staff and City consultants access to the Plat to allow for this work to occur. 5. Miscellaneous Requirements. a) Property Corners: All property corners as identified on the Plat must be monumented with iron surveyor's pipes by the Developer prior to final project acceptance, as defined in paragraph 7 of this Agreement. b) Drainage Easements: Drainage easements shall be dedicated on the Plat so as to cover any wetlands and stormwater ponding areas located below the 100-year high water levels. c) Soils Testing: Soils inspection and compaction testing by a registered professional engineer shall be accomplished on all lots where filling is required, in accordance with the approved Grading, Drainage, and Erosion Control Plan. A minimum of one (1) compaction test for all developed lots shall be obtained for every two (2) foot increment of fill that is placed. A summary of all inspections and compaction tests for all developed lots shall be The Meadows at Hugo 4 provided to the City upon completion of the grading and shall be provided for a respective lot prior to the issuance of a building permit for such lot. d) Private Utilities: All private utilities that are installed, including electricity, telephone, natural gas and cable television, shall be installed underground. e) Mailboxes: Developer shall coordinate mailbox locations with the United States Postal Service. f) Street Lights: Street lights shall be installed within the Plat according to the Street Lighting Plan, which will first be approved by the City Engineer. Developer shall also submit its Street Lighting Plan to the applicable power company for its review, comment and approval. The installation of the street lights shall be coordinated with the applicable power company so that the street light system is installed, constructed and operated in such a manner as will harmoniously exist with other street lights within the area. g) Working Hours: Construction activity, including equipment startup and fueling, can only occur between the hours of 7:00 a.m. and 7:00 p.m. Monday through Friday; 8:00 a.m. and 5:00 p.m. on Saturdays; at no time on Sundays or holidays. h) Street Sweeping: Developer shall sweep and/or otherwise clean all streets, as needed, within and adjacent to the -Plat as a result of construction activities associated with the Plat until final acceptance of the Improvements. If the streets are not maintained in a manner acceptable to the City, after reasonable notice to the Developer the City will arrange for the street sweeping at Developer’s cost. i) Placement of Bituminous Wear Course: The bituminous wear course can be placed on all streets once all of the following have occurred: 1. A Certificate of Occupancy has been issued for at least 75% of the lots or a cash escrow in the amount of $10,000 has been deposit with the City which will be held until 75% of the lots have received Certificates of Occupancy. At the City’s discretion, the wear course may be placed prior to having 75% occupancy. If applicable, the warranty period shall be extended an additional one (1) year for a total of two (2) years from final acceptance. In no case shall the wear course be placed with less than 50% occupancy. 2. The base course on all streets has been in place for at least one full freeze-thaw cycle. 3. City staff or its assignees have visually inspected all roadways and curb within the Plat, and any repairs necessary as a result of said inspection are complete and written approval issued. The Meadows at Hugo 5 6. Project Completion: The Improvements listed herein on Exhibit A, including street, sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval of the City in accordance with the approved plans. All Improvements shall be substantially completed to the reasonable satisfaction and approval of the City within twelve (12) months of the execution of this Agreement. Substantial completion shall consist of all work with the exception of placement of the bituminous wear course and completion of the final punchlist. The Developer shall be excused from the strict completion date set forth herein if written notice is received from the Developer of the existence of causes over which the Developer has no control which will delay the completion of the work and approved in writing by the City. In that event, the City may extend the date or dates herein specified. 7. Project Acceptance: Final project acceptance will be considered by the City Council once the following have been completed: (a) All Improvements are installed according to the approved plans. (b) All punchlist items are completed. (c) All Record Drawing information has been provided to the City to its satisfaction. (d) Escrow account for City costs and fees is current in accordance with the provisions of this Agreement. (e) The City receives confirmation via lien waivers that contractors or other parties have been paid for the work completed. (f) The City receives a written request from the Developer to accept the Improvements. 8. Record Drawing Requirements and Engineer’s Certification. Following completion of all development activities and prior to the release of security and acceptance of Improvements, the Developer and/or their assignee shall provide to the City "as-built" plans for the Improvements listed on Exhibit A. This information shall be provided to the City in the following formats: (a) 1-set mylar drawings (22” x 34”) for all Improvements. (b) 1-set paper drawings (22” x 34”) for all Improvements. (c) Individual Adobe.pdf (or approved equivalent) for all plan sheets and the final plat. All Record Drawings shall include the following information: (a) All bench marks shown on plans (bench marks shall be top nut of hydrants). (b) Swing ties to all gate valves shown on plans (ties should be to manholes, catch basins, hydrants or other permanent objects. The Meadows at Hugo 6 (c) Swing ties to curb stops shown on plans (ties should be to manholes, catch basins, hydrants, property corners or other permanent objects). (d) Top of casting and invert elevation for all structures. (e) All pipe sizes, material type, pipe classification, grades and lengths (f) All horizontal and vertical curve data in the appropriate location on the plans. (g) Televised report of the sanitary sewer with videotape. (h) Swing ties to any manhole or catch basin outside the roadway area. (i) A text file including the x, y and z coordinates (based on Washington County’s coordinate system) for the following: 1. All curb stops 2. All hydrants 3. All gate valves 4. All manholes located outside of the roadway 9. Construction Warranty and Financing of Improvements. The Developer agrees to construct the Improvements described herein at its own expense and in accordance with City specifications. The Developer shall engage at its own expense a registered, professional civil engineer to prepare plans and specifications for the Improvements and shall submit the same to the City for review and approval. The Developer represents and warrants that all of the Improvements made as a part of this development shall be guaranteed to be properly functioning as designed for a period of not less than one (1) year following acceptance of the entire project by the City. In the case of any material or labor that is supplied and that is reasonably rejected by the City as defective or unsuitable, then the rejected materials shall be removed and replaced with approved material, and the rejected labor shall be done anew to the reasonable satisfaction and approval of the City at the sole cost and expense of the Developer. In any event, none of the warranty periods expressed herein shall begin to run until all of the Improvements within the Plat have been approved and accepted by the City. The Developer’s engineer shall certify that grading within the Plat was completed in accordance with the approved Grading, Drainage and Erosion Control Plan before the City issues any building permits. The Developer shall remain ultimately responsible for accurate grading of all lots and shall correct any deficiencies in grading that may be discovered until the certificate of occupancy is issued for the applicable lot or the Developer is released from its obligation under this Agreement as outlined in paragraph 7 above. 10. Signs. The Developer shall prepare a plan for all regulatory, directional and street name signs to be within the Plat. The plan shall be reviewed and approved by the City’s public works department. Upon plan approval, the City’s public works department shall install all public signage within the Plat. The installation of all private signage shall be the responsibility of the Developer. All costs related to the installation of public signage shall be the responsibility of the The Meadows at Hugo 7 Developer and will be deducted from the Developer’s escrow account. The Developer shall post funds as outlined in Exhibit C prior to the City’s public works department beginning the installation. 11. Drainage Easements. a) Work within Easements: No improvements, landscaping, or grading, other than Improvements shown on the approved plans, shall be permitted in dedicated drainage easements without the prior written permission of the City and any regulatory agency having jurisdiction. b) Maintenance Responsibilities: The Developer and its successors in interest, including all individual homeowners, shall be responsible for routine maintenance of all storm water management ponds, wetlands, and drainage areas within easements dedicated to the City on their property. Routine maintenance shall include litter removal, mowing and maintenance of the property adjacent to pond or wetland areas. In the case of drainage swales, routine maintenance includes the removal of obstructions from the swale as necessary to maintain proper drainage in addition to the aforementioned items. The City shall be responsible for non-routine maintenance of storm water ponds within the easements, including pond dredging, maintenance of the storm water inlet(s) and outlet(s) pipes, and erosion control at outlet and inlet locations. Such maintenance shall be completed as deemed necessary by the City. 12. Wetland Signage: Permanent signage shall be placed along wetland edges as outlined in the City’s General Specification and Standard Details Manual or approved equal by the City. 13. Lowest Floor Elevations. All minimum floor elevations shall comply with Section 90-171 of the Hugo Zoning Ordinance, the City’s Comprehensive Stormwater Management Plan, or the approved Grading, Drainage, and Erosion Control Plan, whichever is more restrictive. Except as may be specifically allowed under Exhibit A, no building shall be constructed on any of the lots herein unless the lowest floor elevation is at least three (3) feet above the 100-year flood elevation or four (4) feet above the high groundwater elevation, whichever is greater, for the subject property. Additionally, the lowest floor elevation shall be specifically referenced and designated, for each lot, on a certificate of survey, which survey shall be provided to the City before any building permits are issued for any lots within the Plat. 14. Landscaping. All disturbed areas within the Plat shall be landscaped in accordance with the approved landscape plans, the City ordinances, and the City’s General Specification and Standard Details Manual. All landscaping shall be complete, established and growing within sixty (60) days of issuance of a Certificate of Occupancy, except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be The Meadows at Hugo 8 complete, established and growing no later than July 1. All front yards, side yards and back yards shall be fully sodded. All landscaped areas shall be tilled or otherwise worked mechanically in order to loosen compacted soils and shall contain at least four (4) inches of black dirt containing no more than 35% sand. Unless specific arrangements are made and agreed to by the City, all landscaping installed within the Plat shall be maintained by the Developer and its successors, including all individual homeowners or the homeowners association which is required to be formed by the Developer pursuant to the agreement. All areas, other than proposed street areas, disturbed by grading activities on the site shall be seeded. Seeding shall be immediate upon completion of grading activities or as directed by the City Engineer. Seeding shall be completed as follows: a) All areas shall be restored with a minimum of four (4) inches of adequate topsoil prior to seeding. b) Upland areas shall be seeded in accordance with the grading, drainage, and landscape plans listed in Exhibit A. The rate of application shall be one hundred (100) pounds per acre. Areas seeded shall be mulched with Type 1 mulch at a rate of two (2) tons per acre. All mulch shall be disk anchored. c) Wetlands, wetland replacement areas and storm water ponding areas shall be seeded with MN/DOT Seed Mixture 25B, or as required by the permitting regulatory agency. The minimum rate of application shall be thirty (30) pounds per acre, or as recommended by the supplier. d) All seeded areas shall be maintained for the term of this Agreement. Upland areas shall be mowed as necessary or as directed by the City Engineer. e) All disturbed areas within the development shall be maintained to limit vegetation growth to less than ten (10) inches except designated natural areas or designated open spaces as shown on the approved plans. 15. Safe Rooms. The Developer shall require all builders to offer a safe room as an option to any and all potential homebuyers. All safe rooms offered and built within the City must meet or exceed FEMA requirements and standards. B. ESCROWS, CHARGES AND UTILITY OVERSIZING: Developer shall pay the escrows, fees and charges listed on Exhibit C. C. SPECIAL PLANNING REQUIREMENTS: The Plat shall be built and maintained in accordance with the planning requirements listed on Exhibit A hereto, and any miscellaneous requirements listed on Exhibit B hereto. The Meadows at Hugo 9 D. ADMINISTRATIVE REQUIREMENTS: 1. Miscellaneous Provisions. Developer specifically understands that this Plat approval is given subject to the following requirements: a) Expiration. The final plat documents for the Plat, which is the first phase of the Adelaide Landing preliminary plat, have been submitted to the City Council within one hundred twenty (120) days of preliminary plat approval. The final plat must be recorded with the Washington County Recorder (and the mylar "hardshells" must be fully executed) within sixty (60) days of the City Council motion giving final plat approval, unless such deadline is extended by the City Council in its sole discretion, or else said approval shall be null and void. All fees relating to this subdivision shall be paid by the Developer, including the cost of recording documents with Washington County. b) Recording. The Developer shall record this Agreement with Washington County simultaneous with the recording of the Plat, and shall forward confirmation of recording of the Plat and this Agreement to the City prior to the issuance of building permits. All applicable conditions of Plat approval must be met before any deeds are stamped for recording and prior to the recording of the Plat at the Washington County Recorder's Office. Plat approval shall be contingent upon compliance with the approved plans for the Improvements and upon compliance with this Agreement. c) Model Homes. In the event that site grading is approved by the City prior to Plat approval and/or execution of this Agreement, posting of security and filing of the Plat, the Developer shall be entitled to one (1) building permit per housing unit type on lots that abut existing streets or roadways, subject to final approval by the City. No model homes may be constructed or utilized until at least one (1) lift of bituminous has been installed from said model home lot providing access to a public street or roadway outside of the Plat. No certificate of occupancy shall be issued for any model or other home until all necessary public improvements and utilities have been installed and the utilities have been successfully tested. Prior to this, and at the time that a model home passes final inspection, a model home may only be used by Developer’s, authorized builders, staff or realtors for purposes of showing the models to potential buyers. No model home may be used until landscaping conforming to City ordinance and paragraph 14 of this Agreement has been installed except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be complete, established and growing no later than July 1. d) Sales Trailers. The Developer may be entitled to a maximum of one (1) temporary sales office (sales trailer) for this and all subsequent phases of the development for a period of time not to exceed nine (9) months. Upon receipt of an acceptable site plan, a sales trailer may be approved by the City Community Development Director prior to the first model The Meadows at Hugo 10 home being available for showing. The trailer is subject to the issuance of a building permit, shall meet all applicable building codes, shall be fully skirted, shall be suitably landscaped, shall contain sufficient parking for the size of the office, and shall have safe and suitable access to a paved, public roadway. The trailer shall be removed, and the site shall be restored within seven (7) days following the date that a model home passes final inspection. e) Deviations. No material deviations from the approved Plat shall be allowed unless approved in writing by the City. Approval herein is also given subject to full compliance with the conditions of approval and findings adopted by the City Council in connection with the approval of the development. f) Certificates of Survey. A certificate of survey shall be provided to the City Building Inspector for each lot at the time a building permit is requested for the lot. Attached to the certificate of survey shall be an erosion control plan for the lot showing location and type of all erosion control measures to be used on the lot, and spot elevations, tree preservation plan shall be submitted for each home site. g) Outhouses. The Developer shall provide on-site a sufficient number of portable outhouses to be available for the persons who will be working on-site until Improvements are accepted according to the plans in Exhibit A. h) Property Owners Association. When required as a condition of approval outlined in Exhibit B, the Developer agrees to form a property owners association, membership in which shall be mandatory for all of the lots within this development. The property owners association shall be responsible for maintenance and repair of all common elements as listed in the property owners association documents within this development and the same shall be maintained in good condition in accordance with all City ordinances and reasonable directions of the City. Developer agrees to provide a copy of the property owners association documents to the City prior to the recording of the final plat. In the event of failure or refusal of any property owners association to so maintain or repair the common elements then the City may, with seven days written notice and without regard to the requirements or formalities of Minn. Stat. §429 perform the work and assess each of the lots within the plat for the cost of the work. i) Intentionally deleted j) The property owners association documents shall advise owners of all lots of the requirements of this Agreement as follows: THE LAND WITHIN THIS PLAT, INCLUDING THE LAND CONVEYED HEREIN, IS BOUND BY RESTRICTIONS IN A DEVELOPMENT AGREEMENT. SAID DEVELOPMENT AGREEMENT IS ON FILE AT THE OFFICE OF THE WASHINGTON COUNTY RECORDER. The Meadows at Hugo 11 k) Developer acknowledges that a separate development agreement will be entered into at the time of final plat approval of subsequent phases in the development. That development agreement will address, among other things, necessary improvements to be made, financial guarantees to be provided, and the amount of the development fees to be paid by the Developer. l) Developer shall remove all tree waste, junk, miscellaneous debris, junk vehicles, and any other personal property from the Plat which does not comply with the City Zoning Ordinance until final acceptance of the Improvements. E. DAMAGES AND DEFAULT: 1. Developer agrees to pay liquidated damages to the City if any lot has a real estate closing occur before all public improvements within the Plat are certified as being substantially completed by the City. Specifically, Developer agrees to immediately pay to the City liquidated damages in the amount of Ten Thousand Dollars ($10,000.00) for each lot closing which occurs in violation of this paragraph. The City shall be authorized to retain an appropriate percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. Model Homes are exempt from this section. 2. Developer agrees to pay liquidated damages to the City, in the amount of Five Thousand Dollars ($5,000.00), if the Developer encroaches upon any City road right-of-way or utility easement not permitted on the plans without first obtaining a written permit from the City expressly authorizing said encroachment. The City shall be authorized to retain an appropriate percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. 3. Events of Default. a) Events of Default Defined. The following shall be "Events of Default" under this Agreement and the term "Event of Default" shall mean, whenever it is used in this Agreement, any one or more of the following events: 1. Subject to unavoidable delays, failure by Developer to commence and complete construction of the Improvements pursuant to the terms, conditions and limitations of this Agreement. 2. Failure by Developer to substantially observe or perform any material covenant, condition, obligation or agreement on their part to be observed or performed under this Agreement. The Meadows at Hugo 12 b) Remedies on Default. Whenever any Event of Default occurs, the City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or otherwise by written, executed instrument of the City, may take any one or more of the following: 1. The City may suspend its performance under the Agreement until it receives assurances from Developer, deemed adequate by the City, that Developer will cure their default and continue their performance under the Agreement. Suspension of performance includes the right of the City to withhold permits including, but not limited to, building permits. 2. The City may initiate such action, including legal or administrative action, as is necessary for the City to secure performance of any provision of this Agreement or recover any amounts due under this Agreement from Developer, or immediately draw on the financial Letter of Credit, as set forth in this Agreement. 4. Enforcement by City; Damages. The Developer acknowledges the right of the City to enforce the terms of this Agreement against the Developer, by action for specific performance or damages, or both, or by any other legally authorized means. The Developer also acknowledges that its failure to perform any or all of their obligations under this Agreement may result in substantial damages to the City; that in the event of default by the Developer, the City may commence legal action to recover all damages, losses and expenses sustained by the City; and that such expenses may include, but are not limited to, the reasonable fees of legal counsel employed with respect to the enforcement of this Agreement. F. THIS AGREEMENT: 1. Release of Agreement. This Agreement shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Agreement, at the Developer’s request the City will execute and deliver to the Developer a release. 2. Warranty of Title. Developer warrants and represents to the City that it is the fee owner of the land described herein, except for a portion of the property, and that it has authority to execute this Agreement, with consent from the other fee owner, and agree to the conditions hereof and to subject the land hereto. Developer also represents and warrants that the use for which this development is sought will not violate any restrictive covenants applying to the property. 3. Binding Effect. This Agreement shall be deemed to be a restrictive The Meadows at Hugo 13 covenant and the terms and conditions hereof shall run with the land described herein and be binding on and inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be binding upon all future owners of all or any part of the subdivision, and shall be deemed covenants running with the land. Reference herein to the Developers, if there be more than one, shall mean each and all of them. This Agreement shall be placed of record so as to give notice hereof to subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against the escrow account. 4. Restrictions on Transfer/Indemnification. Developer agrees to defend and hold the City, and its officials, employees and agents, harmless against any and all claims, demands, lawsuits, judgments, damages, penalties, costs and expenses, including reasonable attorney's fees, arising out of actions or omissions by Developer, their employees and agents, in connection with the Project. No transfer or assignment of this Agreement shall be made without City approval and any assignment or transfer without such approval shall be void. 5. Incorporation by Reference. All general and special conditions, plans, special provisions, proposals, specifications and contracts for the Plat and for any Improvements furnished and let pursuant to this Agreement shall be and hereby are made a part of this Agreement by reference as if fully set out herein in full. 6. Developer will comply with and promptly perform all of its obligations under this Agreement. 7. Evidence of Title. Developer shall furnish the City with evidence of fee ownership of the property being platted by way of an attorneys title opinion or title insurance commitment dated not earlier than thirty (30) days prior to the execution of the Plat. IN WITNESS WHEREOF, the City and Developer have caused this Agreement to be duly executed on the day and year first above written. The Meadows at Hugo 14 City of Hugo By________________________________ By__________________________________ Tom Weidt, Mayor Michele Lindau, Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 2021, before me, a Notary Public, personally appeared Tom Weidt, Mayor, and Michele Lindau, Clerk, of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt and Michele Lindau acknowledge said instrument to be the free act and deed of said City of Hugo. __________________________________________ Notary Public The Meadows at Hugo 15 Developer Centra North, LLC By________________________________ ________________________ Its: ___________________________________ STATE OF MINNESOTA ) ) ss. (Corporate Notary) COUNTY OF WASHINGTON) On this _____ day of _________________, 2021, before me, a Notary Public, within and for said County and State, personally appeared ___________________, to me personally known, who, by me duly sworn did say that they are the _________________ of ____________________________, a Minnesota _____________________, on behalf of said ____________________. __________________________________________ Notary Public DRAFTED BY: David K. Snyder Johnson & Turner 56 East Broadway Avenue #206 Forest Lake, MN 55025 The Meadows at Hugo 16 EXHIBIT A LIST OF DEVELOPMENT PLANS Sheet No. Plan Date Author C0.0 Title Sheet V1.1-4 Site Survey V2.0 Preliminary Plat C1.0 Removals Plan W1.0-2 Wetland Mitigation Plan C2.0-2 Site Plan C2.3 Off Site Easement Exhibit C3.0-2 Grading Plan C4.0-6 Sanitary Sewer and Water Main Plan C5.0-9 Street and Storm Sewer Plan C6.0-5 Civil Details L1.0-2 Landscape Plan SW1.0-5 SWPP The Meadows at Hugo 17 EXHIBIT B APPROVAL CONDITIONS 1. A final plat is approved to allow the creation of 47 single family lots in accordance with the application and plans received on March 26, 2021, March 31, 2021 and April 29, 2021, except as amended by this resolution. 2. The development shall substantially comply with all plans and conditions of the preliminary plat and PUD approval granted by the City Council on March 1, 2021. 3. Development standards shall comply with Resolution 2021-09, 2021-10, and 2021-11. 4. The developer must comply with all conditions outlined in the City Engineer’s memo dated April 29, 2021 and all red-lined comments provided to the applicant. 5. Outlot use and ownership: a. Outlot A is to remain under current ownership and will continue to be zoned Future Urban Service. The outlot shall be combined with the parcel to the east with PID 08.031.21.34.0002 and will be rezoned with future development. There will be no access to Outlot A from the west and access shall only be allowed from the east. b. Outlot B is proposed for future phases of the development and will remain in ownership of the developer. c. Outlot C and D are proposed for wetlands and stormwater management. The outlots are not buildable and shall be deeded to the City at the time the plat is recorded. 6. Any signs installed on the property are required to gain sign permit approval through the City. 7. Prior to the release of the final plat for recording, the developer shall comply with the following conditions: a. The Final Plat shall be revised to include drainage and utility easements over all outlots. b. The development covenants shall be reviewed and approved by staff. The Meadows at Hugo 18 c. The final landscape plans must be submitted for review and approval by staff. d. Exact locations and types of fixtures of the street lights shall be reviewed and approved by staff. e. The developer shall obtain all necessary stormwater management and WCA permits from the City. f. The developer shall obtain all necessary local, state, and federal permits. g. The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. h. The developer shall pay $112,800.00 in full to satisfy the required cash in lieu of parkland dedication requirements. i. The developer shall pay the sewer and water trunk fees for each lot at final plat. The City’s SAC and WAC fees will be paid at the time building permits are issued. 8. Prior to the issuance of building permits, the developer shall comply with the following restrictions: a. The applicant shall file the final plat, development agreement, and associated documents with Washington County and provide proof of recording to the City. b. The applicant shall submit three full sets of approved final plans to the City. c. If a sales trailer is located on the property, a site plan and building elevations shall be submitted for City review and approval. 9. Prior to issuance of Certificate of Occupancy: a. All improvements shall be installed including the grading, streets, stormwater management, trails, landscaping, and amenities. The Meadows at Hugo 19 EXHIBIT C ESCROWS, FEES AND CHARGES a) Escrow for City Costs and Fees. The Developer shall deposit sufficient escrow with the City as outlined in Section A. 1. The required beginning balance in the account is calculated at $______. This sum is calculated to be four percent (4%) of the estimate of the required Improvements to be installed to serve the development, plus $5,000 which is the minimum balance required in the account. b) Cash Escrow or Letter of Credit. The Developer shall provide a financial guarantee to the City, in the form of a cash escrow or letter of credit, in the amount equal to one hundred twenty-five percent (125%) of the estimated amount of the required Improvements. This amount has been calculated by the City Engineer to be $________. This amount may be reduced upon request of the Developer and approved by the City. At no point shall the Letter of Credit be reduced below ten percent (10%) of the original amount. The City shall have the right to retain the financial guarantee until the Improvements have been completed to the satisfaction of the City and the warranty period has expired. c) Storm Water Trunk Fee. The Developer shall pay the City a Storm Water Trunk Fee in the amount of $_______. This sum is calculated to be $0.07 per square foot for the _______ square feet of net developable area within the Plat. This fee shall be paid before the Plat is signed by the City. d) Storm Water Ponding Fee. The storm water ponding requirement has been met by the Developer through the incorporation of on-site ponding. No storm water ponding fee will be applied. e) Snow Plowing. The Developer agrees to pay a one-time lump sum cash escrow to the City to cover the cost of snow plowing the roads within the plat, during the first snow season, before the roads are formally accepted by the City of $.50 per lineal foot. The Developer shall post a cash escrow with the City in the amount of $_____ ($0.50 x ___ = $____). g) Street Maintenance. The Developer shall post a one-time lump sum cash escrow with the City in the amount of $____ to cover the cost of the first street maintenance the streets in the Plat. This sum is calculated to be $4.00 per foot for the ____ feet of streets within the Plat. h) Park Dedication. The Developer agrees to pay a park dedication fee of $2,400 per lot for residential development payable before the final plat is signed by the City. The Meadows at Hugo 20 Said fee shall be due for each of the 47 lots within the Plat (i.e. total due $112,800). i) Cul-de-sac Escrow. N/A j) Escrow for Street Signage. Developer shall deposit $____ into an escrow account with the City. This amount represents an estimated cost of $500/sign for ___ signs to be installed within the development. k) WCA Escrow. N/A l) Sanitary Sewer Trunk Fee. The Developer shall pay the City a sanitary sewer trunk fee in the amount of $_____. This sum is calculated to be $____ per lot for the 47 residential lots within this phase. m) Water Trunk Fee. The Developer shall pay the City water trunk fee in the amount of $_____. This sum is calculated to be $____ per lot. n) Watermain Oversizing Credit. The Developer shall be provided a credit for watermain oversizing in the amount of $_______. The Meadows at Hugo 21 EXHIBT D IRREVOCABLE LETTER OF CREDIT No._______________ Date: ______________ TO: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Sir or Madam: We hereby issue, for the account of __________________________, and in your favor, our Irrevocable Letter of Credit in the amount of $________________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, “Drawn under Letter of Credit No. ____________, dated ________________, 200__, of _________________”; b) Be signed by the City Administrator; and, c) Be presented for payment at ____________________________________________ on or before 4:00 p.m. on _______________________, _____. This Letter of Credit shall automatically renew for successive one (1) year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be _________________ of each year), the Bank delivers written notice to the Hugo City Clerk that it intends to modify the terms of, or cancel, this Letter of Credit. Written Notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail at least forty-five (45) days prior to the next annual renewal date addressed as follows: Hugo City Clerk, City of Hugo, 14669 Fitzgerald Avenue North, Hugo, Minnesota 55038, and is actually received by the City Clerk at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified or limited by reference to any document, instrument or agreement, whether or not referred to herein. The Meadows at Hugo 22 This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 400. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. By: Its The Meadows at Hugo 23 EXHIBIT E CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 INSURED: ADDITIONAL INSURED: City of Hugo AGENT: WORKERS’ COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE – Workers’ Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: ( ) Claims Made ( ) Occurrence LIMITS: [Minimum] The Meadows at Hugo 24 Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination of Single Limit Policy $1,000,000 ore more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub-Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No.: Effective Date: Expiration Date: Insurance Company: (X) Any Auto The Meadows at Hugo 25 LIMITS: [Minimum] Bodily Injury: $500,000 each person $1,000,000 each occurrence Property Damage: $500,000 each person -OR- Combined Single Limit Policy: $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL THIRTY (30) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at on BY: Authorized Insurance Representative The Meadows at Hugo 26 EXHIBIT F Mortgage Consent DECLARATION OF RESTRICTIVE COVENANTS DECLARATION OF RESTRICTIVE COVENANTS (this “Declaration”) dated as of _______________, 2021 (the “Effective Date”), is entered into by CENTRA NORTH, LLC, a Minnesota limited liability company (“Declarant"). RECITALS: WHEREAS, Declarant is the owner and developer of the subdivision known as The Meadows at Hugo, as legally described on Exhibit A attached hereto and incorporated herein (the “Subdivision”); and WHEREAS, Declarant desires to create a community of compatible and complementary residential homes for the benefit of the residents of the Subdivision and to protect the value and desirability of the residential lots located within the Subdivision; and WHEREAS, Declarant deems it desirable to establish certain conditions, restrictions and covenants regarding the development and use of the Subdivision. NOW, THEREFORE, Declarant does here establish the following restrictions and covenants, which shall be applicable to, and shall be binding on, all lots located within the Subdivision: 1. Color Scheme for Accessory Structures. Accessory structures (i.e. any garage, shed or other freestanding structure located on a lot within the Subdivision which is separate from the single-family residence located on such lot) on any lot within the Subdivision are limited to one hundred twenty (120) square feet. Accessory structures shall be faced and finished with exterior materials consistent in all respects with the exterior materials on the single-family residence located on such lot, and shall be painted or finished with the colors matching the colors used on such single-family residence. No Accessory structures shall be located in the drainage and utility easement. 2. On-Street Parking. No cars, truck, boats, trailers or other vehicles shall be parked on any street within the Subdivision for any period in excess of forty-eight (48) consecutive hours. 2 3. Fencing. No fence shall be allowed within the drainage and utility easement unless an encroachment permit is obtained from the city. 4. Water Conservation. Lawns shall be planted with drought-tolerant sod and watering of lawns shall be restricted to every other day once lawn has been established. Irrigation systems shall have smart controllers with rain sensors. All homes shall have high efficiency, low water use appliances. 5. Anti-Monotony Restriction. So that a variety of home colors are apparent from any point within the Subdivision, the homes located within the Subdivision shall not be painted, finished with or otherwise utilize an exterior color scheme the same as or substantially similar to the color scheme utilized on any single-family residence located within one hundred (100) feet of such single-family residence. 6. Run With the Land. This Declaration and the covenants set forth herein (i) shall be and are covenants running with, touching, and encumbering the single-family lots located within the Subdivision, and (ii) are binding upon the Declarant and all successors in interest or title, transferees, vendees, lessees, mortgagees, and assigns who are owners and/or users of any single- family lot located within the Subdivision. 7. Enforcement. In the event of a breach or threatened breach of this Declaration, any party adversely affected by such breach, including without limitation the City of Hugo (the “City”) shall be entitled to institute proceedings at law or in equity for relief from the consequences of said breach including seeking injunctive relief to prevent a violation thereof. The prevailing party in any such action (i.e. the party whose position is substantially upheld) shall be awarded its costs and expenses, including without limitation reasonable attorneys’ fees, which shall be deemed to have accrued on the commencement of such action and shall be awarded whether or not such action is prosecuted to judgment. 8. Superiority. The charges and burdens of this Declaration are, and shall at all times be, prior and therefore superior to the lien or charge of any mortgage or other security agreement hereafter made affecting any single-family lot within the Subdivision or any part thereof. 9. Declaration Binding; Beneficiary. This Declaration and the covenants contained herein shall run with all lots located within the Subdivision and shall bind Declarant and all subsequent owners of any lot located within the Subdivision or any interest therein, and the benefits shall inure to Declarant and its successors and assigns. 10. Term. This Declaration shall have an initial term of thirty (30) years from the Effective Date. This Declaration shall thereafter be automatically renewed for consecutive periods of ten (10) years each unless the parties hereto terminate this Declaration in writing and file such termination of record in the office of the Washington County Recorder at least six (6) months prior to the expiration of the then current term thereof. 11. Miscellaneous. 3 (i) Headings. The headings in this Declaration are for convenience only and do not in any way limit or affect the terms and provisions hereof. (ii) Unenforceability. If any provision of this Declaration is held to be invalid, illegal or unenforceable in any respect, such invalidity, illegality or unenforceability shall not affect the remainder of such provision or any other provisions hereof. (iii) Governing Law. This Declaration shall be construed and enforced in accordance with the laws of the State of Minnesota. (iv) Amendments. This Declaration may be amended or canceled only by written instrument executed by the holders of fee simple title to a majority of the single family lots located within the Subdivision and written approval of such amendment or cancelation by the City. [The balance of this page is intentionally left blank.] 3 IN WITNESS WHEREOF, the parties have caused this Declaration of Restrictive Covenants to be signed effective as of the day and year first written above. CENTRA NORTH, LLC By: _______________________________ Its: ____________________________ STATE OF MINNESOTA ) ) ss. COUNTY OF ______________ ) The foregoing instrument was acknowledged before me this ___ day of ____________, 2021, by ___________________, the ______________ of CENTRA NORTH, LLC, a Minnesota limited liability company, on behalf of the limited liability company. _________________________________________ [NOTARIAL SEAL] Print Name:_______________________________ Notary Public, State of Minnesota My Commission Expires:_____________________ 3 EXHIBIT A (Legal Description of Subdivision Lots) S:\Users\R_Juba\DEVELOPMENT PROJECTS\The Meadows at Hugo\Final Plat\LTR-r juba-Meadows at Hugo Pre Plat-PUD - 20210429.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM April 29, 2021 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Meadows at Hugo Final Plat Review WSB Project No. 013597-000 Dear Ms. Juba: We have reviewed the Preliminary Plat submittal for the Meadows at Hugo. We have reviewed the following information related to this application: • The Meadows at Hugo Final Plat Submittal dated March 26, 2021 by Civil Site Group • Final Plat submitted April 29, 2021 • The Meadows at Hugo Preliminary Plat/PUD Submittal dated January 26, 2021 by Civil Site Group • The Meadows at Hugo Stormwater Management Report dated January 26, 2021 by Civil Site Group • The Meadows at Hugo Preliminary Plat dated January 26, 2021 by Civil Site Group • The Meadows at Hugo Geotechnical Report dated December 4, 2020 by Haugo GeoTechnical Services • The Meadows at Hugo Preliminary Plat/PUD Narrative dated January 26, 2021 by Civil Site Group • Phasing Plan Based on the review of the documents, we offer the following comments related to this application: General/Access 1. The subject property is located north of 159th Street, south of 165th Street and east of Water Tower No. 3. The parcel doesn’t have any public roadway frontage at this time, however with the Oneka Place Development, the City had received Outllot J that would allow for access to the subject property. The proposed access road to the site extends through this Outlot and through the City owned property where our water tower resides. 2. The extension of the roadway to the development site would be the developer’s responsibility. The intersection at this location would remain with no stop controls at 159th Street and a stop condition on Farnham Avenue from the north and south. 3. With access proposed from Farnham Avenue, the proposed plan does show future roadway connections to the north, which will ultimately connect with 165th Street. Staff concurs with not providing access to the property to the east as it is guided industrial, however utilities will be extended to this property. 4. Outlot A will be required to be in a drainage and utility easement. Ms. Rachel Juba April 29, 2021 Page 2 S:\Users\R_Juba\DEVELOPMENT PROJECTS\The Meadows at Hugo\Final Plat\LTR-r juba- Meadows at Hugo Pre Plat-PUD - 20210429.docx Utility Plan 5. As identified in the City’s Comprehensive Water Supply and Distribution Plan, a 24” trunk watermain is proposed to be extended north from the water tower location. The construction plans identify this 24” trunk watermain being extended through the development to the northern property line, with the City of Hugo paying for oversizing costs. This 24” trunk water main will need to extend through phase 1, to the north easterly portion of the site. 6. The City’s Comprehensive Sanitary Sewer Plan identifies the way in which properties are to be served by sanitary sewer. A sanitary sewer connection to the MCES Interceptor is identified at 165th Street with a 36” trunk main, providing service to a large portion of land east of TH 61. The proposed plan identifies a connection to the MCES Interceptor approximately 1320 feet south of 165th Street which will ultimately make the development of the area more feasible considering the watermain is at the southwestern portion of the site and the connection to the MCES interceptor per the comprehensive sanitary sewer plan is approximately 1320 feet from the northern border of the development. All of the trunk sanitary sewer within this development will be constructed with phase 1. 7. Due to the size of the and projected long-term flow anticipated in this sewer extension an Environmental Assessment Worksheet (EAW) would normally be required, however the City had prepared an Alternative Urban Areawide Assessment (AUAR) for the Everton Area in 2001. This plan has been updated every 5 years and contains the necessary information to fulfill the EAW requirements. 8. This trunk sanitary sewer is proposed to be constructed on the north property line of the development. The applicant has provided signed drainage and utility easements for the adjacent property to the north. The applicant will also be required to provide drainage and utility easements to the allow the sanitary sewer to be extended to the northeast up to 165th Street. Easements through parcel (PIN 0803121340002) will ensure the ability to extend the sewer up to 165th Street should the need arise. The trunk sewer and watermain will need to be constructed to the east property line as part of phase 1. 9. Metropolitan Council has reviewed the City of Hugo Sanitary Sewer Extension Comprehensive Plan Amendment for the change in the location of this trunk sanitary sewer and have approved the amendment. 10. Detailed redline comments for street and utilities have been provided to the applicants engineer. Stormwater Management/Wetlands 11. Applicant is meeting rate control and water quality stormwater requirements through multiple stormwater ponds adjacent to and hydraulically connected to the wetlands throughout the property. 12. The City requested the development use water reuse to provide the required water quality volume however the applicant has provided calculations and arguments which demonstrates why this isn’t feasible due to site constraints. Due to the minimal grade change across the site and the presence of wetlands throughout the site the stormwater ponds are hydraulically connected with the wetlands which restricts the amount of water which can be drawn from a stormwater pond for irrigation. For other developments that utilize a water reuse system, the ponds can draw down 3-4 feet without any negative consequences, however due to the hydraulic connection of the ponds and wetland, even drawing the pond down 6” has negative impacts on the wetlands. The applicant provided calculations showing that if water reuse were implemented, the wetlands would likely only receive water 1-2 times per year which would cause a loss of the onsite wetlands and would not be permitted under WCA regulations. Ms. Rachel Juba April 29, 2021 Page 3 S:\Users\R_Juba\DEVELOPMENT PROJECTS\The Meadows at Hugo\Final Plat\LTR-r juba- Meadows at Hugo Pre Plat-PUD - 20210429.docx 13. The applicant has applied for and received Conditional Approval Pending Receipt of Changes (CAPROC) for a Rule I Permit with RCWD for work adjacent to and within JD 3. All changes requested by RCWD will need to be addressed. 14. The applicant is showing that all proposed lots meet the City’s freeboard requirements. 15. Additional detailed redline drainage comments have been provided to the applicant and will need to be addressed prior to the issuance of the stormwater permit. 16. A wetland delineation on the parcel was approved during the fall of 2018. 17. The plan has a number of impacts to wetlands totaling 1.78 acres and the applicant has provided an on-site wetland replacement plan, resulting in a total of 3.98 acres of credit, meeting requirements. Additional minor comments have been provided to the applicant; however, staff is recommending approval of the Meadows at Hugo wetland replacement plan. 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 Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) Peter Knaeble, Golden Valley Land Co. (email only) Matt Pavek, Civil Site Group (email only) 161STFINALE 162ND FENWAY COURT NFERRA432161432132132154345765432165432187143272678912345678OUTLOT COUTLOT D OUTLOT AN00°50'53"E 1320.44 N89°29'46"E 1319.69S00°47'52"W 1324.35S89°40'02"W 1320.77N89°29'46"E 210.78S59°26'04"W 160.5883.30S36°27'08"ES53°59'00"E93.64S79°51'47"E92.47S00°00'00"E 130.53Δ=6°14'00"14.1494.01Δ=11°55'12"35.37127.20199.72Δ=30°20'06"63.5350.54 37.40Δ=63°01'33"R=34.00 Δ=141°18'19"147.97126.42N0°50'53"E78.2579.42Δ=30°20'06"R=150.00N29°29'13"W 229.72N21°42'20"E60.00N60°30'47"E 253.74130.17Δ=59°39'54"R=125.00 41.61Δ=11°55'12"R=200.00 N48°35'34"E94.01 72.27Δ=41°24'26"R=100.00N90°00'00"E100.00N00°50'53"E 328.863.43Δ=0°47'06"R=250.00N89°40'02"E 189.74202.16Δ=46°19'56"R=250.00 N00°00'00"E 176.62 Δ=32°3 0 ' 0 8 " N3 2 ° 3 0 ' 0 8 " E 61. 1 8 164.19Δ=35°3 0 ' 0 0 " R=265. 0 0N62°24'10"W92.8249.05Δ=28°06'04"R=100.00S89°29'46"W33.43156.02Δ=89°23'39"R=100.00N1°06'35"W71.17 141. 8 2 R=250.00S89°09'07"E140.2539.85N60°30'47"E47.51S60°30'47"W 125.00S29°29'13"E 160.95Δ=27°38'56"74.80N89°09'07"W 142.29290.7646.33 46.33 15.4729.3144.0044.0044.0044.0027.50N00°00'00"E 182.43 62.4147.85Δ=11°55'12"8.7344.0044.0044.0044.0044.0025.0119.11Δ=11°31'42"49.74Δ=30°00'06"N29°29'13"W 157.45N29°29'13"W 144.85N29°29'13"W 140.12N29°29'13"W 140.30N29°29'13"W 140.48N29°29'13"W 140.66S29°29'13"E 140.84N48°27'09"WN18°41'36"W 211.24S12°34'07"W 204.55Δ=31°15'43"32.74 78.13Δ=29°45'33"31.16Δ=29°41'32"31.09Δ=35°45'41"37.45Δ=4°41'26"2.7811.91Δ=20°03'49"44.00 32.34 N78°08'41"W 143.74N89°09'07"W 146.57N89°09'07"W 148.63N89°09'07"W 148.63N89°09'07"W 150.43N89°09'07"W162.54Δ=7°39'52"24.08Δ=14°33'56"45.76Δ=8°06'18"25.4618.622.71N60°30'47"E 125.00N60°30'47"E 125.0066.5461.5044.0044.0044.0044.0072.95Δ=22°09'27"59.94Δ=9°51'30"26.6717.4644.0044.0044.0044.0044.0044.0064.91137.2262.01 44.00 44.00 44.00 44.00 44.00S89°09'07"E 140.00S89°09'07"E 140.00S89°09'07"E 140.00S89°09'07"E 140.00S89°09'07"E 140.00S89°09'07"E 140.00Δ=0°34'28"2.814.04Δ=1°03'12"80.97139.9985.0150.0150.01S43°13'55"W76.54 S00°50'53"W89.318.4150.0150.018.7551.65Δ=10°34'09"N74°29'46"EN90°00'00"E 144.89N90°00'00"E 144.89S74°29'46"W 140.12S74°29'46"W 151.96S89°29'46"W 158.12S26 ° 1 6 ' 2 2 " W 1 7 2 . 5 5 N10°10'32" E 1 4 3 . 7 3 N45°17'54"EN26°44'05"EN08°10'16"E 148.34N00°30'14"W 145.76 Δ=19°25'02"44.06Δ=18°33'49"42.12Δ=18°33'49"42.1219.68Δ=8°40'30"34.33 Δ=28°06'04"26.646.79 64.4368.6276.27Δ=21°26' 4 7 " 104.815.63192.2271.49Δ=2°02'15"4.62Δ=22°08'13"50.2330.0030.0070.85 75.8172.1492.52N00°30'14"W 140.11 Δ=35°49 ' 0 6 " 146.91Δ=89°23'39"109.225.0728.36Δ=7°34'41"17.19 Δ=19° 1 1 ' 5 4 " 43.56 Δ=1 ° 1 9 ' 2 8 " 3.0 064.3655. 1 0 30.0330.03Δ=14°26'42"55.46Δ=17°36'07"67.5911.4452.0058.79 44.0062.7970.00Δ=35°10'26"79.8186.53 44.00 31. 6 2 18. 4 6 Δ=9°59'21"26.15Δ=21°38'48"56.672. 2 7 Δ = 0 ° 5 1 ' 5 9 " 56.53 44.00 44.00 44.00 44.00 44.00 66.60 133.12 81.02 109.30144.51280.42Δ=267°46'48"R=60.00N66°05'38"E60.00N26°07'34"W60.0049.361090.5473.12S00°18'43"E76.10C1 65.91302.41Δ=27°35'50 " 120.4 2OUTLOT BWashington CountyCast Iron MonumentSW Corner of Sec. 8,Twp. 31, Rng. 21Public Utility EasementPer Doc. No. 3172032Electrical Transmission EasementPer Doc. No. 3172032Sewer Easementper Doc. No. 287225N00°50'53"E 1320.44 Washington CountyCast Iron MonumentW 1/4 Corner of Sec. 8,Twp. 31, Rng. 21W Line the SW 1/4 ofthe SW 1/4 of Sec. 8,Twp. 31, Rng. 21N Line the SW 1/4 ofthe SW 1/4 of Sec. 8,Twp. 31, Rng. 21E Line the SW 1/4 of the SW 1/4 of Sec. 8, Twp. 31, Rng. 21W Line the SW 1/4 ofthe SW 1/4 of Sec. 8,Twp. 31, Rng. 2130.0230.02 140.10NAVENUENSTREETNSTREETN 142.42166.6123.13 96.54157.20 Δ= 4 ° 5 4 ' 1 9 " 21. 4 0 AVE N U EDrainage & UtilityEasement Over Allof OUTLOT CDrainage & UtilityEasement Over Allof OUTLOT D 34.20 558.59 58.59 N00°00'00"E 58.59 Drainage & Utility Easement30.2930.29Drainage & Utility EasementD & U EasementDrainage & Utility EasementD & U EasementD & UEasementΔ=35°1 4 ' 4 6 " 181.47 61. 1 8 N32°30'08"E50.0885.09Δ=32° 3 0 ' 0 8 " R=150 . 0 0 S89°29'46"W 165.901.75Δ=0°27'19"S12°00'24"W43.3264. 3 0 S28 ° 1 7 ' 1 8 " W S3 4 ° 0 1 ' 5 6 " W 10 0 . 1 5 S3 0 ° 3 4 ' 2 1 " W 1 5 8 . 1 4 S25 ° 2 2 ' 1 4 " W 75.1 8 S00°34'39"W 146.89S02°25'00"E 267.50 S01°13'19"E 138.04S06°59'43"W 24 2 . 2 9 S11°33'15 " W 1 4 9 . 7 1824.92174.77Δ=35°45'47"N46°39'55"W60.0030.07Δ=18°08'06"S29°29'13"E 150.01N60°44'51"E 232.81182.43 31.6050.59Δ=41°24'26" 27. 4 6 Δ= 3 ° 3 7 ' 0 2 " R= 4 3 5 . 0 0 397.86N74°29'46"E 140.10203.79N40°20'57"E95.48 94.38N47°02'04"E31.97N58°13'09"E56.4198.26N86°20'10"E51.7847.13S45°38'19"E127.0311.0296.91N46°20'44"E22.06 63.92160.2730.4049.90S67°23'57"E82.95160.2784.68S56°28'56"E14.2270.0060.59S82°01'42"EΔ=44°22'45"170.40298.11 108.14N42°14'57"E Drainage & UtilityEasement Over Allof OUTLOT BMEADOWS OF HUGOKNOW ALL PERSONS BY THESE PRESENTS: That Centra Homes LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County ofWashington, State of Minnesota, to wit:The Southwest 1/4 of the Southwest 1/4 of Section 8, Township 31 North, Range 21 West, according to the United States Government Survey thereof, Washington County, Minnesota.Has caused the same to be surveyed and platted as MEADOWS OF HUGO and does hereby dedicate to the public for public use forever the public way and the drainage and utility easements ascreated by this plat for drainage and utility purposes only.In witness whereof said Centra Homes LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officerthis day of , 20.Centra Homes LLCBy ItsSTATE OF , COUNTY OF This instrument was acknowledged before me on this day of , 20, by ,its of Centra Homes LLC, a Minnesota limited liability company, on behalf of the company. My Commission Expires:Notary Public, Signature Notary Public, Printed NameNotary Public County,SURVEYORS CERTIFICATEI Rory L. Synstelien, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is acorrect representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will becorrectly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown andlabeled on this plat; and all public ways are shown and labeled on this plat.Dated this day of , 20.Rory L. Synstelien, Licensed Land SurveyorMinnesota License No. 44565STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me on this day of , 20, by Rory L. Synstelien, Licensed Land Surveyor. My Commission Expires:Notary Public, Signature Notary Public, Printed NameNotary Public County,CITY OF HUGO CITY COUNCILThis plat was approved by the City Council of Hugo, Minnesota this day of , 20, and hereby certifies compliance with all requirements as set forth inMinnesota Statutes, Section 505.03, Subd. 2.By By Mayor ClerkWASHINGTON COUNTY SURVEYORPursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subdivision 11, this plat has been reviewed and approvedthis day of , 20.ByBy Washington County SurveyorWASHINGTON COUNTY AUDITOR/TREASURERPursuant to Minnesota Statutes, Section 505.021, Subdivision 9 and Section 272.12, taxes payable in the year on real estate hereinbefore described, have been paid; and thereare no delinquent taxes, and transfer has been entered on this day of , 20 .ByBy Washington County Auditor/Treasurer DeputyWASHINGTON COUNTY RECORDERDocument Number .I hereby certify that this instrument was recorded in the Office of the County Recorder for record on thisday of , 20,at o'clockM. and was duly recorded in Washington County Records.ByBy Washington County Recorder DeputyDenotes a Washington County Cast Iron Monument.NThe orientation of this bearing system is based onthe west line of the Southwest Quarter of the Southwest Quarterof Section 8, Township 31, Range 21which is assumed to have a bearing of N00°50'53"E.Denotes a set 1/2 inch by 14 inch Iron Rebar Marked "RLS 44565"SCALE: 1 INCH = 80 FEETBeing 5 feet in width and adjoining side lot lines, unless otherwiseindicated, and 10 feet in width and adjoining right of way lines andrear lot lines unless otherwise indicated, as shown on the plat.DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:NOT TO SCALE10 5510 160408004080SCALE IN FEET C1 34.00 24°45'15" 14.69Curve Radius Central Angle LengthCURVE TABLEVICINITY MAPSEC. 8 - T31 - R21CITY OF HUGO, WASHINGTON COUNTY, MINNESOTANNOT TO SCALE Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .SHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.1WETLAND MITIGATION PLANW1.0SWPPP - EXISTING CONDITIONSSW1.0GRADING PLAN (NORTH)C3.2C6.0C6.1L1.1CIVIL DETAILSLANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.1 SITE PLAN (SOUTH)SWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0 REMOVALS PLANC6.2 CIVIL DETAILSKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5L1.2LANDSCAPE PLAN NOTES & DETAILSALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIESTHAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.The Meadows at HugoHUGO, MINNESOTAISSUED FOR: FINAL PLAT SUBMITTALDEVELOPER:Centra North, LLC11460 Robinson Dr. NWMinneapolis, MN 55433CONTACT: David Pattbergdavid.pattberg@centrahomes.com763-772-1017ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416CONTACT: Matt Pavek612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:Haugo Geotechnical ServicesCONTACT: Paul Haugophaugo@haugogts.com612-729-2959CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416CONTACT: RORY SYNSTELIEN612-615-0060C4.2GRADING PLAN (SOUTH)C3.1C2.2 SITE PLAN (NORTH)SANITARY SEWER AND WATER MAIN PLAN AND PROFILEC4.1C6.3 CIVIL DETAILSL1.0OVERALL LANDSCAPE PLANOVERALL SANITARY SEWER AND WATER MAIN PLANC4.0OVERALL GRADING PLANC3.0C2.0 OVERALL SITE PLANC4.3C4.4SITE SURVEYV1.2SITE SURVEYV1.3SITE SURVEYV1.4WETLAND MITIGATION PLANW1.1WETLAND MITIGATION PLANW1.2C2.3 OFF SITE EASEMENT EXHIBITWETLAND CONSULTANT:JACOBSON ENVIRONMENTAL, PLLC5821 HUMBOLDT AVE NORTHBROOKLYN PARK, MN 55430612-802-6619PRELIMINARY PLATV2.0C4.5C4.6SANITARY SEWER AND WATER MAIN PLAN AND PROFILESANITARY SEWER AND WATER MAIN PLAN AND PROFILESANITARY SEWER AND WATER MAIN PLAN AND PROFILESANITARY SEWER AND WATER MAIN PLAN AND PROFILESANITARY SEWER AND WATER MAIN PLAN AND PROFILEC5.2STREET AND STORM SEWER PLAN AND PROFILEC5.1OVERALL STREET AND STORM SEWER PLANC5.0C5.3C5.4C5.5C5.6STREET AND STORM SEWER PLAN AND PROFILESTREET AND STORM SEWER PLAN AND PROFILESTREET AND STORM SEWER PLAN AND PROFILESTREET AND STORM SEWER PLAN AND PROFILESTREET AND STORM SEWER PLAN AND PROFILEC5.7STREET AND STORM SEWER PLAN AND PROFILEC5.8 STREET AND STORM SEWER PLAN AND PROFILEC5.9 STREET AND STORM SEWER PLAN AND PROFILEC6.4 CIVIL DETAILSC6.5 CIVIL DETAILS [11] Electrical TransmissionEasement per Doc. No. 185981 [13] Encroachment onto Sanitary SewerEasements per Doc. No. 3170523 and[12] Sewer Easement per Doc. No. 287225[12] Public UtilityEasement per Doc. No.3172032 S89°29'46"W 1319.69S00°50'53"W 1320.44N89°40'02"E 1320.77N00°47'52"E 1324.35(Width Varies)159TH ST N(A Public R/W)VICINITY MAPThe Meadows at Hugo Washington County, MN 55038 6001 Glenwood Ave, Golden Valley, MN 55422 Golden Valley Land Company PROJECTPROJECT NO.: 18301COPYRIGHT 2020 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV1.0ALTA/NSPS LANDTITLE SURVEY12-15-20 Title Commitment1-5-21 Add NAVD88 Conversion Note. .. .. .. .N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.11-24-20NCLIENTOVERHEAD UTILITIESSANITARY SEWERSTORM SEWERWATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXELECTRICAL METERWATER MANHOLEWATER VALVECATCH BASINELECTRIC MANHOLEGAS VALVEFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRESURFACEWOODEN FENCELINEROOF DRAINCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYJWNJRNCJ.DESCRIPTION OF PROPERTY SURVEYEDThe Southwest Quarter of the Southwest Quarter of Section 8, Township 31 North, Range 21 West, Washington County, Minnesota.Abstract Property.ALTA/NSPS Land Title Survey Notes(numbered per Table A)1. Bearings are based on the Washington County Coordinate System (1986 Adjustment).2. Site Address: Unassigned.3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map,Community Panel No. 27163C0136E, effective date of February 3, 2010.4. The Gross land area is 1,745,448 +/- square feet or 40.07 +/- acres.5. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut hydrant located on the north side of 159th St N, having an elevationof 926.69 feet. As shown hereon.NOTE: To convert from NGVD 29 Datum to NAVD 88 Datum, add 0.15 of a foot.6. The current Zoning for the subject property is was not provided.Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of suchamendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the ZoningAdministrator for the current restrictions for this site.9. We did not observe any striped parking stalls on subject property.11. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources:plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used thisinformation to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground featurescannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised thatexcavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on thesubject property.13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from Washington County GIS.18. The wetland delineation was performed by Jacobson Environmental, PLLC, the report is dated September 13, 2018.SURVEY REPORT1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Land Title Inc, as agent for First American TitleInsurance Company, File No. 626322, dated October 30, 2020. We note the following with regards to Schedule B of the herein referenced TitleCommitment:a. Item no.'s 1-10 and 17 are not survey related.b. The following are numbered per the referenced title Commitment: 11. Easement for electric in favor of Northern States Power Company, dated June 11, 1956, filed June 19, 1956, as Document No. 185981,Book 200 Deeds Page 556, Assignment and Assumption of Easements dated February 7, 2001, filed March 8, 2001 as Document Number3145752. As shown hereon over the west 27 feet of subject property. 12. Easement in favor of Metropolitan Sewer Board dated February 25, 1971, filed March 1, 1971, as Document No. 287225, Book 311 Deeds,Page 160. As shown hereon over the west 35 feet of subject property. 13. Consent to Allow Encroachment onto Sanitary Sewer Easements dated July 16, 2001, filed July 25, 2001, as Document No. 3170523. Asshown hereon over the west 35 feet of subject property. 14. Easement for Public Utility and Municipal Water purposes dated July 17, 2001, filed August 3, 2001, as Document No. 3172032. As shownhereon over part of the southwest corner of subject property. 16. Regulations and restrictions imposed on designated wetlands shown on available maps. Wetlands are shown hereon throughout subjectproperty. See sheets 2, 3 and 5. 17. Branch No. 3 of Judicial Ditch 3, aka County to County Ditch 3, as shown by available section maps. See sheets 2 and 3.ALTA CERTIFICATIONTo: Centra Homes, LLC; Thommes & Thomas Land Clearing, a partnership under the laws of the State of Minnesota; Golden Valley Land Company;First American Title Insurance Company; and Land Title, Inc.:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard DetailRequirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6, 8, 9, 11, and 13of Table A thereof. The field work was completed on 11-23-2020.Dated this 24th day of November, 2020.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.com160408004080SCALE IN FEETBOLLARD [11] Electrical TransmissionEasement per Doc. No. 185981 [13] Encroachment onto Sanitary SewerEasements per Doc. No. 3170523 and[12] Sewer Easement per Doc. No. 287225 DitchEdge of WaterMatch (See Sheet 2)Line (See Sheet 3)[17] County Dicth JD #3 [17 ] C o u n t y D i c t h J D # 3Edge of Wetland as Delineatedby Jacobson EnvironmentalEdge of Wetland as Delineatedby Jacobson EnvironmentalEdge of Wetlandas Delineatedby JacobsonEnvironmentalEdg e o f W e t l o n d a s D e l i n e a t e d by J a c o b s o n E n v i r o n m e n t a l Edge of Wetland as Delineatedby Jacobson EnvironmentalEdge of Wetland as Delineatedby Jacobson EnvironmentalEdge of Wetland as Delineatedby Jacobson EnvironmentalVICINITY MAPThe Meadows at Hugo Washington County, MN 55038 6001 Glenwood Ave, Golden Valley, MN 55422 Golden Valley Land Company PROJECTPROJECT NO.: 18301COPYRIGHT 2020 CIVIL SITE GROUP INC.cN44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.11-24-20CLIENT Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYJWNJRNCJ.NOVERHEAD UTILITIESSANITARY SEWERSTORM SEWERWATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXELECTRICAL METERWATER MANHOLEWATER VALVECATCH BASINELECTRIC MANHOLEGAS VALVEFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRESURFACEWOODEN FENCELINEROOF DRAINBOLLARDREVISION SUMMARYDATEDESCRIPTIONV1.1ALTA/NSPS LANDTITLE SURVEY12-15-20 Title Commitment1-5-21 Add NAVD88 Conversion Note. .. .. .. .100255002550SCALE IN FEET [12] Public Utility Easementper Doc. No. 3172032 Wire FenceWire FenceEdge of WaterMatch (See Sheet 2)Line (See Sheet 3)(Width Varies)Match (See Sheet 3)Line (See Sheet 4)Edge of Wetlandas Delineatedby JacobsonEnvironmentalEdge of Wetland asDelineated by JacobsonEnvironmentalEdge of Wetland asDelineated by JacobsonEnvironmentalGarageEdge of WaterEdge of WaterEdge of Wetland asDelineated by JacobsonEnvironmentalEdge of Wetlandas Delineatedby JacobsonEnvironmentalEdge of Wetland as De l ineatedby Jacobson Env ironmenta lEdge o f Wet land as De l ineatedby Jacobson Env ironmenta l159TH ST N(A Public R/W)VICINITY MAPThe Meadows at Hugo Washington County, MN 55038 6001 Glenwood Ave, Golden Valley, MN 55422 Golden Valley Land Company PROJECTPROJECT NO.: 18301COPYRIGHT 2020 CIVIL SITE GROUP INC.cN44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.11-24-20CLIENT Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYJWNJRNCJ.NOVERHEAD UTILITIESSANITARY SEWERSTORM SEWERWATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXELECTRICAL METERWATER MANHOLEWATER VALVECATCH BASINELECTRIC MANHOLEGAS VALVEFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRESURFACEWOODEN FENCELINEROOF DRAINBOLLARDREVISION SUMMARYDATEDESCRIPTIONV1.2ALTA/NSPS LANDTITLE SURVEY12-15-20 Title Commitment1-5-21 Add NAVD88 Conversion Note. .. .. .. .100255002550SCALE IN FEET [12] Public Utility Easementper Doc. No. 3172032 N89°40'02"E 1320.77Wire FenceEdge of Water(Width Varies)Match (See Sheet 3)Line (See Sheet 4)Edge of Wetland asDelineated by JacobsonEnvironmentalGarageEdge of WaterEdge of WaterEnvironmentalEdge of Wetland as De l ineatedby Jacobson Env ironmenta lEdge of Water159TH ST N(A Public R/W)VICINITY MAPThe Meadows at Hugo Washington County, MN 55038 6001 Glenwood Ave, Golden Valley, MN 55422 Golden Valley Land Company PROJECTPROJECT NO.: 18301COPYRIGHT 2020 CIVIL SITE GROUP INC.cN44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.11-24-20CLIENT Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYJWNJRNCJ.NOVERHEAD UTILITIESSANITARY SEWERSTORM SEWERWATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXELECTRICAL METERWATER MANHOLEWATER VALVECATCH BASINELECTRIC MANHOLEGAS VALVEFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRESURFACEWOODEN FENCELINEROOF DRAINBOLLARDREVISION SUMMARYDATEDESCRIPTIONV1.3ALTA/NSPS LANDTITLE SURVEY12-15-20 Title Commitment1-5-21 Add NAVD88 Conversion Note. .. .. .. .100255002550SCALE IN FEET [12] Public Utility Easement per Doc. No. 3172032 Wire FenceWater TowerEdge of WoodsGravel DriveWire FenceMatch (See Sheet 2)Line (See Sheet 3)159TH ST N(A Public R/W)(Width Varies)Match (See Sheet 3)Line (See Sheet 4)Edge of Wetlandas Delineatedby JacobsonEnvironmentalE d g e o f W e t l a n d a s D e l i n e a t e d b y J a c o b s o n E n v i r o n m e n t a l Edge of Wetland asDelineated by JacobsonEnvironmentalGarageEdge of WaterUpper BowlWater Tower(per AerialPhotos)159TH ST N(A Public R/W)VICINITY MAPThe Meadows at Hugo Washington County, MN 55038 6001 Glenwood Ave, Golden Valley, MN 55422 Golden Valley Land Company PROJECTPROJECT NO.: 18301COPYRIGHT 2020 CIVIL SITE GROUP INC.cN44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.11-24-20CLIENT Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYJWNJRN..NOVERHEAD UTILITIESSANITARY SEWERSTORM SEWERWATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXELECTRICAL METERWATER MANHOLEWATER VALVECATCH BASINELECTRIC MANHOLEGAS VALVEFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRESURFACEWOODEN FENCELINEROOF DRAINBOLLARDREVISION SUMMARYDATEDESCRIPTIONV1.4ALTA/NSPS LANDTITLE SURVEY12-15-20 Title Commitment1-5-21 Add NAVD88 Conversion Note. .. .. .. .100255002550SCALE IN FEET [13] Electrical Transmission Easement per Doc. No. 185981 [15] Encroachment onto Sanitary Sewer Easements per Doc. No. 3170523 and [17] Sewer Easement per Doc. No. 287225 [14] Public Utility Easement per Doc. No. 3172032 S89°29'46"W 1319.69S00°50'53"W 1320.44 N89°40'02"E 1320.77N00°47'52"E 1324.35Wire FenceWater TowerEdge of WoodsGravel DriveWire FenceDitchEdge of WaterEdge of WaterEdge of WaterREMOVE EXISTINGTREES, TYP.LIMITS OFCONSTRUCTION, TYP.LIMITS OFCONSTRUCTION, TYP.LIMITS OFCONSTRUCTION, TYP.REMOVE ALL EXISTINGDRAINTILE FOUND DURINGCONSTRUCTIONOPERATIONSREMOVE ALL EXISTINGDRAINTILE FOUND DURINGCONSTRUCTIONOPERATIONSREMOVE ALL EXISTINGDRAINTILE FOUND DURINGCONSTRUCTIONOPERATIONSLIMITS OFCONSTRUCTION, TYP.LIMITS OFCONSTRUCTION, TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE CULVERTREMOVE EXISTING CURB ANDGUTTER AS NECESSARY FORNEW CONSTRUCTION.SEE WETLAND PLAN, W1.0 FORWETLAND PROTECTION, REMOVALSAND REPLACEMENT.SEE WETLAND PLAN, W1.0 FORWETLAND PROTECTION, REMOVALSAND REPLACEMENT.SEE WETLAND PLAN, W1.0 FORWETLAND PROTECTION, REMOVALSAND REPLACEMENT.SEE WETLAND PLAN, W1.0 FORWETLAND PROTECTION, REMOVALSAND REPLACEMENT.SEE WETLAND PLAN,W1.0 FOR WETLANDPROTECTION,REMOVALS ANDREPLACEMENT.SEE WETLAND PLAN, W1.0 FORWETLAND PROTECTION, REMOVALSAND REPLACEMENT.LIMITS OFCONSTRUCTION, TYP.REMOVE EXISTING CONCRETESIDEWALK (440 SF)35'35'35'REMOVALS LEGEND:REMOVE EXISTING TREES - INCLUDING ROOTS ANDSTUMPSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLC01" = 80'-0"80'-0"40'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN. .. .. .. .. .. .Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVAL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURSPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTIONLIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECTOR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TOCONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THEDURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THEDURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALLREMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITYPRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BYTHE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURSPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:DRIPLINE WIDTH1DLTREE PROTECTIONN T S25'FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITSCITY OFHUGO REMOVAL NOTES:1.ANY EXISTING PORTIONS OF FINALE AVENUE THAT ARE TO BE ABANDONEDOR REMOVED SHALL HAVE ALL PAVEMENT AND BASE MATERIALS REMOVEDAND REPLACED WITH TOPSOIL. COORDINATE WITH CITY PRIOR TOCONSTRUCTION.2.CONTRACTOR TO COORDINATE THE EXISTING UTILITY INFRASTRUCTUREALONG EXISTING PORTIONS OF FINALE WITH ALL UTILITY COMPANIES WHOMAY BE INVOLVED. RELOCATION, REMOVAL OR PROTECTION OF EXISTINGUTILITIES MUST BE AGREED UPON AND COORDINATED PRIOR TOCONSTRUCTION. [13] Electrical Transmission Easement per Doc. No. 185981 [14] Public Utility Easement per Doc. No. 3172032 S89°29'46"W 1319.69S00°50'53"W 1320.44 N89°40'02"E 1320.77Wire FenceWater TowerEdge of WoodsGravel DriveEdge of WaterEdge of WaterEdge of Water159TH ST N(A Public R/W)WETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLANDWETLANDWETLANDWETLANDWETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND B13889 SF(FARMED)FILLWETLAND C13104 SFFARMEDFILLWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D4DITCH1331 SFFILLWETLAND G1FARMED / DITCH10,645 SFFILLWETLAND G2FARMED705 SFFILLWETLAND A2FARMED13,167 SFFILLWETLAND D2DITCHED20,011 SFFILLWET CREATION 27659 SFWET CREATION 35860 SFWET CREATION 117,984 SFWET CREATION 431,576 SFWETLAND D23774 SFWETLAND X2224 SFFILLWETLAND XBASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46WETLAND A1318 SFFILLWET RESTORE 27959 SFWET RESTORE 1949 SFWET RESTORE 44653 SFWET RESTORE 53897 SFWET RESTORE 33089 SFEOFEOFEOFEOFEOFEOF914.50EOFEOFEOFWET CREATION 521,652 SFWETLAND D3DITCH2077 SFFILL25'10'25'25'10'25'32. 2 ' 1 2 . 1 '36.9'25'1 0 . 5 ' 1 0 . 5 '12.2'25.4'50.6'55.2'25'25'25'25'12. 7 ' 10'10'69.6 '25'25'31.7'25'25'25'29.7'15'15'15'15'15'25'26.2'30.7'33'25'25'2 5 '25'12.4'43. 5 ' 34 . 3 '35'35'35'EO FEOF W E T L A N D D 4 2 8 0 6 S FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFE O F EO F Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N12/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLC01" = 80'-0"80'-0"40'-0"NREVISION SUMMARYDATEDESCRIPTIONW1.0WETLAND PLAN. .. .. .. .. .. .Know what'sbelow.before you dig.CallRWETLAND LEGEND:CITY OF HUGO SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC NOTES.PROPERTY LINECONSTRUCTION LIMITSWETLAND CALCULATIONS:WETLAND TO REMAIN (RESTORATION OFPARTIALLY DRAINED SUBP. 4)WETLAND RESTORATION AREA (VEGETATIVERESTORATION OF FARMED WETLANDS SUBP. 5)WETLAND CREATION AREA (SUBP. 7)TOTAL EXISTING WETLAND AREA = 258075 SF (5.92 AC)WETLAND FILL AREAFILL AREA A1=318FILL AREA A2=13167FILL AREA B=13889FILL AREA C=13104FILL AREA D2=20011FILL AREA D3=2077FILL AREA D4=1331FILL AREA G1=10645FILL AREA G2=705FILL AREA X=2224TOTAL FILL AREA=77471 (1.78AC)WETLAND MITIGATION CREDIT ACTIONSNEW CREATED WETLANDS (SUBP. 7)CREATION AREA 1=17984CREATION AREA 2=7659CREATION AREA 3=5860CREATION AREA 4=31576CREATION AREA 5=21652TOTAL ON-SITE CREATION AREA=84731 (1.95 AC)PER SUBP. 7 - 75% CREDIT = 63548 SF (1.46 AC)WETLAND RESTORATION AREA (VEGETATIVE RESTORATION OF FARMED WETLANDS SUBP. 5)RESTORE AREA 1=949RESTORE AREA 2=7959RESTORE AREA 3=3089RESTORE AREA 4=4653RESTORE AREA 5=3897TOTAL WETLAND RESTORATION AREA = 20547 (0.47 AC)PER SUBP. 5 - 50% CREDIT = 10274 SF (0.24 AC)WETLAND RESTORATION AREA (RESTORATION OF PARTIALLY DRAINED WETLANDS SUBP. 4)WETLAND A=63656WETLAND D1=10900WETLAND D2=4231WETLAND D4=2806WETLAND E=67678WETLAND F=16078WETLAND G=16910TOTAL WETLAND RESTORATION AREA = 182259 (4.18AC)PER SUBP. 4 - 50% CREDIT = 91130 SF (2.09 AC)WETLAND UPLAND BUFFER AREAS (SUBP. 2)WETLAND BUFFER PER CREATION AND RESTORED WETLANDS (25' MINIMUM AVERAGE BUFFER WIDTH)CREATION AREA 1 AND RESTORATION AREA 1-3 (CONTIGUOUS)TOTAL WETLAND EDGE LENGTH=895'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=895' X 25' = 22,375 SFTOTAL PROVIDED BUFFER AREA=29,160 SFCREATION AREA 2TOTAL PROVIDED WETLAND BUFFER = 4,515 SFCREATION AREA 3TOTAL PROVIDED WETLAND BUFFER = 3,106 SFCREATION AREA 4TOTAL PROVIDED WETLAND BUFFER = 20,898 SFCREATION AREA 5TOTAL PROVIDED WETLAND BUFFER = 24,343 SFRESTORATION AREA 4TOTAL WETLAND EDGE LENGTH=193'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=193' X 25' = 4825 SFTOTAL PROVIDED BUFFER AREA=5737 SFRESTORATION AREA 5TOTAL WETLAND EDGE LENGTH=196'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=196' X 25' =4900 SFTOTAL PROVIDED BUFFER AREA=6,557 SFTOTAL BUFFER AREA=94316 (2.17AC)PER SUBP. 2 - 25% CREDIT = 23579 SF (0.54 AC)TOTAL FILL = 1.78 ACRESREQUIRED MITIGATION 2:1=3.54 ACON-SITE MITIGATION CREDIT=188,531 SF = 4.33 ACRESOFF SITE CREDITS - NOT USEDWETLAND BUFFER AREA (SUBP. 6)WETLAND FILL AREAWETLAND BUFFER AREA (NO CREDIT) (SUBP. 6) SB-1SB-2SB-5SB-6SB-7SB-3[14] Public Utility Easementper Doc. No. 3172032 N89°40'02"E 1320.77Wire FenceEdge of WoodsGravel DriveEdge of WaterWETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND G1FARMED / DITCH10,645 SFFILLWETLAND G2FARMED705 SFFILLFILLWETLAND D2DITCHED20,011 SFFILLWET CREATION 35860 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTION100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93WET RESTORE 53897 SFEOFEOFEOFEOF914.50EOFWET CREATION 521,652 SFWETLAND D3DITCH2077 SFFILL25'10'25'25'10'25'32.2'12.1'36.9'25'12.2'25.4'15'25'30.7'33'25'25'2 5 '25'12.4'35'35'EOFEOFEOF EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%2.91%3.44%2.24%4.44%3.45%3.50%4.54%5.42%5.43%5.37%3.31%3.31%3.48%2.64%4.60%4.74%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.25[14] Public Utility Easement per Doc. No. 3172032 Wire FenceWater TowerEdge of WoodsGravel DriveWETLANDLIMITS OFCONSTRUCTIONWETLAND X2224 SFFILLWETLAND XLIMITS OFCONSTRUCTIONCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONW1.1WETLAND PLAN SOUTH. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRMATCH LINE SB-7SB-8SB-9SB-10SB-11SB-12SB-4[13] Electrical TransmissionEasement per Doc. No. 185981 [15] Encroachment onto Sanitary SewerEasements per Doc. No. 3170523 and[17] Sewer Easement per Doc. No. 287225 S89°29'46"W 1319.69S00°50'53"W 1320.44 N00°47'52"E 1324.35 Edge of WaterEdge of WaterWETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLANDWETLANDWETLANDWETLAND F16,078 SFWETLAND B13889 SF(FARMED)FILLWETLAND C13104 SFFARMEDFILLWETLAND 858,590 SFDITCH 7WETLAND D4DITCH1331 SFFILLWETLAND A2FARMED13,167 SFFILLWET CREATION 27659 SFWET CREATION 117,984 SFWET CREATION 431,576 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46WETLAND A1318 SFFILLWET RESTORE 27959 SFWET RESTORE 1949 SFWET RESTORE 44653 SFWET RESTORE 33089 SFEOFEOFEOFEOFEOF25'10.5'10.5'12.2'25.4'50.6'55.2'25'25'25'25'12 . 7 ' 10'10'69.6 '25'25'31.7'25'25'25'29.7'15'15'15'15'15'26.2'30.7'12.4'43.5'34.3'35'10'10'EOF WETLAND D4 2806 SF EOFEO F6.10%10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%3.05% 4.87% 4.45% 10. 8 4 % 4. 5 9%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31% 3.60%4.34%7.16% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%4.74Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONW1.2WETLAND PLAN NORTH. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR S89°29'46"W 1319.69S00°50'53"W 1320.44 N89°40'02"E 1320.77WETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFWETLAND XBLOCK 1 B L O C K 2 BL O C K 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLO C K 8 BLOCK 3 BL O C K 3 BLOC K 6 BL O C K 5 BL O C K 9 BL O C K 9 BLOC K 9 OUTLOTB(224 ,692 SF )OUTLOTD(42 ,299 SF )OUTLOTC(113 ,813 SF )OUTLOTE(29 ,702 SF )OUTLOTB(224 ,692 SF )OUTLOTB(224 ,692 SF )OUTLOTC(113 ,813 SF )OUTLOTA(83 ,216 SF )OUTLOTA(83 ,216 SF )BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEO FEOF W E T L A N D D 4 2 8 0 6 S F LOW FLOOR=918.50LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70EOFE O F EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.91%3.44%2.24%4.44%3.45%3.50%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%4.54% 5.42% 5.43% 5.37% 3.05% 4.87% 4.45% 10.8 4 % 4. 5 9%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31%3.48% 3 . 6 0% 4 . 3 4% 7 . 1 6% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%4.74Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC2.0OVERALL SITE PLAN. .. .. .. .. .. .01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRCITY OF HUGO SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.SITE PLAN LEGEND:SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANCONSTRUCTION LIMITSTOTYPICAL 2-STORY VILLA HOMESINGLE FAMILY LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT30' REAR7.5' SIDES/ 15' SIDE ROW29'x70'PADROW LINECURB LINEMINIMUM LOT SIZE:5,400 SFTYPICAL 1-STORY VILLA HOMESINGLE FAMILY LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT30' REAR5' SIDES/ 15' SIDE ROW40'x70'PADROW LINECURB LINEMINIMUM LOT SIZE:6,750 SFPARK CALCULATIONS:1.RESERVED FOR CITY SPECIFIC NOTES.SITE DATA:Gross Site Area (to center of ditch): 32.93 Ac.(Off site right of way area): (1.06 Ac)Existing Wetland Area: 5.92 Ac.Net Developable Area: 27.01 Ac.(Lots & Local Roads, Ponds)Existing Wetland Area:5.92 Ac.Farmed/ Cropped /DitchedWetland Removed: 1.77 Ac.Non-Farmed/Ditched Wetland Removed: 0.00 Ac.Wetland Saved:4.15 Ac. (70%)*Zoning:Existing Zoning: FUS ( Future Urban Service)2040 Land Use Guide:MDR (Medium Density Residential)(3-6 u/a)Proposed Zoning/ Land Use:PUD (MDR)DNR Shoreland Management Ordinance: 9.53 ac300' from ditchNo touch Shoreland Impact Zone53' adj. to ditch (70% of 75')Min. Lot width DNR PUD: 50'Structure setback from ditch: 50' f/ OHWMin. Lot size: noneMax. hardcover 25% (entire 300')Building FFE: 3' above OHWMin. Openspace DNR PUD:50% (4.77 ac.)Proposed Public Openspace DNR PUD: 58% (5.13 ac)Private Lots (50'x135')/ ROW: 4.40 ac.Overall Residential Units:87 lots (3.22 u/a)Villa 1-story SF lots 50' x 135'/140' min.:45 lotsVilla 2-story SF lots 44' x 135'/140' min.:42 lotsSetbacks:50' lots25' front (variable, 25' minimum)30' rear 5' side/ 15' side row44' lots25' front (variable, 25' minimum)30' rear 7.5' side/ 15' side row [14] Public Utility Easementper Doc. No. 3172032 N89°40'02"E 1320.77Wire FenceEdge of WoodsGravel DriveEdge of WaterOUTLOT I300' SHOREL A N D L I N E 53' PRESERV E D A R E A POND60'60'SURMOUNTABLECURB & GUTTER, TYP.R60'POND8' BITUMINOUSTRAIL (TYP.)5' CONCRETESIDEWALK (TYP.)60'VARIABLE FRONTSETBACK (25' MINIMUM)R46'R 3 4 'WETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SF40'x70'PAD40'x70'PAD40'x70'PAD40'x60'PAD29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD29'x70'PAD29'x70'PAD29'x70'PAD2 9 ' x 7 0 'PAD2 9 ' x 7 0 'PAD2 9 ' x 7 0 'PAD29'x70'PAD29'x70'PAD29'x70'PAD29'x70'PAD29'x70'PAD29'x70' PAD 29'x70' PAD 29'x70' PAD 40 ' x 7 0 ' P A D 4 0 ' x 7 0 'PAD40'x60'PAD40'x70'PAD4 0 ' x 7 0 ' P A D 40'x70' PAD 40'x70' PAD 40'x70'PAD40 ' x 7 0 ' P A D 40 ' x 7 0 ' P A D 4 0 ' x 7 0 'PAD40 ' x 70 'PAD40'x70' PAD 40'x70' PAD 40'x70' PAD 40'x70' PAD 40'x70'PAD40'x70'PADR20'30'5' CONCRETESIDEWALK (TYP.)SURMOUNTABLECURB & GUTTER, TYP.8' BITUMINOUS TRAIL(TYP.)STREET LIGHT"LANTERN" (TYP.)STREET LIGHT"LANTERN" (TYP.)PED RAMP, SEEDETAILS, TYP.D&U ESMT. (TYP.)D&U ESMT. (TYP.)D&U ESMT.(TYP.)D&UESMT.(TYP.)D&U ESMT.(TYP.)LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIOND&UESMT.(TYP.)BLOCK 1 B L O C K 2 BLOCK 8 BL O C K 3 BLOCK 9 BL O C K 9 OUTLOTB(224 ,692 SF )OUTLOTE(29,702 SF) 6160 SF 6 1 4 0 SF 6173 SF 6346 SF 6433 SF 6356 SF 6871 SF 6681 SF 6197 SF 6166 SF 6 1 7 7 SF 6 1 8 5 SF 6 1 9 6 SF 1 0 1 9 7 SF 7020 SF 7020 SF 6160 SF8884 SF11896 SF7002 SF7051 SF 7361 SF 9541 SF 12251 SF7002 SF6160 SF 6160 SF 6160 SF 6172 SF 6180 SF 6160 SF R200'R 2 0 'R250'R325'30'R125' 8809 SF 9 0 4 3 SF 10061 SF 7058 SF8506 SF8218 SFOUTLOTA(83 ,216 SF ) 9638 SF7762 SF7002 SF 1 0 0 6 3 S F7328 SF 7 36 9 SF 7175 S F 66 0 0 S F 7532 SFOUTLOTA(83,216 SF)100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93EOFEOFEOFEOF914.50EOF35'35'35' DITCHEASEMENT35' DITCHEASEMENTR300'PASSIVE MOWEDTRAILFUTURE ACCESSDRIVEWAY BY CITYEOFVALLEY GUTTEREOFEOF EOF30'VALLEY GUTTER10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%2.91%3.44%2.24%4.44%3.45%3.50%4.54%5.42%5.43%5.37%3.31%3.31%3.48%2.64%4.60%4.74%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%[14] Public Utility Easement per Doc. No. 3172032 Wire FenceWater TowerGravel DriveCITY OFHUGOWETLAND8' BITUMINOUS TRAIL(TYP.)D&U ESMT.(TYP.)CONSTRUCTIONLIMITS OFCONSTRUCTIONR140'30'60'SURMOUNTABLECURB & GUTTER, TYP.WETLAND XLIMITS OFCONSTRUCTION50.5'6160 SF8884 SFR300'R300'FUTURE ACCESSDRIVEWAY BY CITYFUTURETRAIL BYOTHERSMATCH EXISTING CURB /STREET AND TRAILCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC2.1SITE PLAN (SOUTH). .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRSITE PLAN LEGEND:SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANCONSTRUCTION LIMITSTOMATCH LINE MATCH LINE [13] Electrical TransmissionEasement per Doc. No. 185981 [15] Encroachment onto Sanitary SewerEasements per Doc. No. 3170523 and[17] Sewer Easement per Doc. No. 287225 S89°29'46"W 1319.69S00°50'53"W 1320.44 N00°47'52"E 1324.35 Edge of WaterEdge of Water53' P R E S E R V E D A R E APONDPONDWETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)60'SURMOUNTABLECURB & GUTTER, TYP.TEMP. SAC.TEMP. SAC.8' BITUMINOUS TRAIL(TYP.)8' BIT.TRAIL (TYP.)POND30'30'D&U EASEMENT (TYP.)300' S H O R E L A N D L I N E60'30'VARIABLE FRONTSETBACK (25' MINIMUM)VARIABLE FRONTSETBACK (25' MINIMUM)R20'R150'R46'R60'R44'R44'WETLAND F16,078 SFWETLAND 858,590 SFDITCH 729'x70'PAD 29'x70'PAD29'x70'PAD29'x70'PAD29'x70'PAD2 9 ' x 7 0 'PAD2 9 ' x 7 0 'PAD2 9 ' x 7 0 'PAD29'x70' PAD 29'x70' PAD 29'x70' PAD 29'x70' PAD 29'x70' PAD29'x70' PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD29'x70' PAD 29'x70' PAD 40'x70' PAD 40'x70' PAD 40'x70' PAD 40'x70' PAD 40'x70' PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD 40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x60'PAD40'x70'PAD29'x70'PAD29'x70'PAD29'x70'PAD30'60'5' CONCRETESIDEWALK (TYP.)8' BITUMINOUS TRAIL(TYP.)8' BIT TRAIL (TYP.)STREETLIGHT"LANTERN"(TYP.)STREET LIGHT"LANTERN" (TYP.)STREET LIGHT"LANTERN" (TYP.)PED RAMP, SEEDETAILS, TYP.PED RAMP, SEEDETAILS, TYP.D&U ESMT. (TYP.)D&U ESMT. (TYP.)D&U ESMT. (TYP.)D&U ESMT. (TYP.)D&U ESMT. (TYP.)LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIOND&UESMT.(TYP.)BL O C K 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLOCK 3 BLOC K 6 BLOCK 5 BL O C K 9 BLOC K 9 OUTLOTD(42,299 SF)OUTLOTC(113 ,813 SF )17637 SF12378 SF7482 SF6494 SF6540 SF6758 SF 6545 SF7293 SF5500 SF5500 SF21249 SF 15335 SF10062 SF 10675 SF 10123 SF8384 SF 7042 SF 7232 SF 7606 S F 7217 SF 7938 SF 6375 SF 6160 SF 6 1 4 0 SF 617 3 SF 6166 SF 6 1 7 7 SF 6 1 8 5 SF 6 1 9 6 SF 1 0 1 9 7 SF 7020 SF 7020 SF 7907 SF6180 SF 6160 SF 6160 SF 6160 SF 6160 SF 7020 SF 7020 SF OUTLOTB(224 ,692 SF )OUTLOTB(224 ,692 SF )OUTLOTC(113 ,813 SF )D&U ESMT. (TYP.)8264 SF9500 SFR1 0 0 ' R100'R250'R100'R20'R20'60'SURMOUNTABLECURB & GUTTER, TYP.R125'R300'11211 SF 811 9 S F 815 9 S F 869 4 S F 9667 SF 10119 SF 9 0 4 3 SF 7910 SF 12723 SF10174 SFBASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOF35'35' DITCHEASEMENT35' DITCHEASEMENT 7020 SF 7029 SF PASSIVE MOWEDTRAIL10'10'R30'10'10'PASSIVE MOWEDTRAILEOF WETLAND D4 2806 SFFUTURETRAIL BYOTHERSEOFEOF 60'R30'VALLEY GUTTER(2) BARRICADES)6.10%10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%3.05% 4.87% 4.45% 10. 8 4 % 4. 5 9%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31% 3.60%4.34%7.16% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%4.74Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC2.2SITE PLAN (NORTH). .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRSITE PLAN LEGEND:SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANCONSTRUCTION LIMITSTO S89°29'46"W 1319.6950'LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBLOCK 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 6BLOCK 5OUTLOTD OUTLOTC(113,813 SF)OUTLOTB(224,692 SF)OUTLOTB(224 ,692 SF )OUTLOTC(113,813 SF)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64EOFEOFEOFEOF50'50'50' UTILITYEASEMENT50' UTILITYEASEMENT50' UTILITYEASEMENT25'25'25'25'6.61%3.81%7.35%6.74%4.98%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%3.05%4.87%4.45%10.84%4.59%3.74%3.32%4.38%3.07%2.84%3.60%3.88%6.29%5.63%5.39%5.32%5.35%5.08%4.74Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC2.3OFF SITE EASEMENTEXHIBIT. .. .. .. .. .. .01" = 100'-0"100'-0"50'-0"NKnow what'sbelow.before you dig.CallR SB-1SB-2SB-5SB-6SB-7SB-3SB-8SB-9SB-10SB-11SB-12SB-4S89°29'46"W 1319.69S00°50'53"W 1320.44 N89°40'02"E 1320.77WETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1 B L O C K 2 BL O C K 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLO C K 8 BLOCK 3 BL O C K 3 BLOC K 6 BL O C K 5 BL O C K 9 BL O C K 9 BLOC K 9 OUTLOTB(224 ,692 SF )OUTLOTD(42 ,299 SF )OUTLOTC(113 ,813 SF )OUTLOTE(29 ,702 SF )OUTLOTB(224 ,692 SF )OUTLOTB(224 ,692 SF )OUTLOTC(113 ,813 SF )OUTLOTA(83 ,216 SF )OUTLOTA(83 ,216 SF )BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEO FEOF W E T L A N D D 4 2 8 0 6 S FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFE O F EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.91%3.44%2.24%4.44%3.45%3.50%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%4.54% 5.42% 5.43% 5.37% 3.05% 4.87% 4.45% 10.8 4 % 4. 5 9%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31%3.48% 3 . 6 0% 4 . 3 4% 7 . 1 6% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%4.74Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC3.0OVERALLGRADING PLAN. .. .. .. .. .. .01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallR1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.3.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.4.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMITREQUIREMENTS OF THE CITY.5.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.6.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.7.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.8.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:19.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALLENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALLALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.11.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.12.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FORRESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.13.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTHFINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES.AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BYTRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THANORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.14.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEMAXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILSENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED INACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.15. TOLERANCES15.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHEREMEASUREMENT IS MADE.15.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANYPOINT WHERE MEASUREMENT IS MADE.15.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.15.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.16.MAINTENANCE16.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.16.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURINGTHE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.16.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, ANDCOMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF HUGO GRADING NOTES:1.ALL PONDS SHALL BE CLAY LINED.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:EX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSRICE CREEK WATERSHED NOTES:1.ALL ELEVATIONS SHOWN ON THE PLANS ARE IN VGVD29.TO CONVERT TO NAVD88 ADD 0.15'.WETLAND SB-1SB-2SB-5SB-6SB-7SB-3[14] Public Utility Easementper Doc. No. 3172032 N89°40'02"E 1320.77Wire FenceEdge of WoodsGravel DriveEdge of WaterWETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBLOCK 1 B L O C K 2 BLOCK 8 BL O C K 3 BLOCK 9 BL O C K 9 OUTLOTB(224 ,692 SF )OUTLOTE(29,702 SF)OUTLOTA(83 ,216 SF )OUTLOTA(83,216 SF)100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93EOFEOFEOFEOF914.50EOF35'35'EOFEOFEOF EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%2.91%3.44%2.24%4.44%3.45%3.50%4.54%5.42%5.43%5.37%3.31%3.31%3.48%2.64%4.60%4.74%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%[14] Public Utility Easement per Doc. No. 3172032 Wire FenceWater TowerGravel DriveLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC3.1GRADING PLAN (SOUTH). .. .. .. .. .. .1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSMATCH LINE WETLAND SB-7SB-8SB-9SB-10SB-11SB-12SB-4[13] Electrical TransmissionEasement per Doc. No. 185981 S89°29'46"W 1319.69S00°50'53"W 1320.44 N00°47'52"E 1324.35 Edge of WaterEdge of WaterWETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND 858,590 SFDITCH 7LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBL O C K 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLOCK 3 BLOC K 6 BLOCK 5 BL O C K 9 BLOC K 9 OUTLOTD(42,299 SF)OUTLOTC(113,813 SF )OUTLOTB(224 ,692 SF )OUTLOTB(224 ,692 SF )OUTLOTC(113 ,813 SF )BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOF35'10'10'EOF WETLAND D4 2806 SF EOFEOF6.10%10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%3.05% 4.87% 4.45% 10. 8 4 % 4. 5 9%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31% 3.60%4.34%7.16% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%4.74Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC3.2GRADING PLAN (NORTH). .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSWETLAND S89°29'46"W 1319.69S00°50'53"W 1320.44 N89°40'02"E 1320.77WETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1 B L O C K 2 BL O C K 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLO C K 8 BLOCK 3 BL O C K 3 BLOC K 6 BL O C K 5 BL O C K 9 BL O C K 9 BLOC K 9 OUTLOTB(224 ,692 SF )OUTLOTD(42 ,299 SF )OUTLOTC(113 ,813 SF )OUTLOTE(29 ,702 SF )OUTLOTB(224 ,692 SF )OUTLOTB(224 ,692 SF )OUTLOTC(113 ,813 SF )OUTLOTA(83 ,216 SF )OUTLOTA(83 ,216 SF )BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEO FEOF W E T L A N D D 4 2 8 0 6 S FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFE O F EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.91%3.44%2.24%4.44%3.45%3.50%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%4.54% 5.42% 5.43% 5.37% 3.05% 4.87% 4.45% 10.8 4 % 4. 5 9%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31%3.48% 3 . 6 0% 4 . 3 4% 7 . 1 6% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%4.74SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.25SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.6010+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002 0 + 0 0 21 + 0 0 2 2 + 0 0 23+0024+0024+659+5410+0011+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+ 0 0 21+00 21+65 9+8510+00 11+00 12+00 13+00 14+ 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 18 + 0 0 19+0020+0020+369+8510+0011+0012+0013+00 14+00 14+93 10+0011+00 12+0013+0014+0014+180+000+44Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.0OVERALLSAN. SEWER ANDWATER MAIN PLAN. .. .. .. .. .. .01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRUTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPGENERAL UTILITY NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ONTHIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY.THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURESBEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHTCONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.CITY OF HUGO UTILITY NOTES:1.CONTRACTOR TO COORDINATE THE EXISTING UTILITY INFRASTRUCTUREALONG EXISTING PORTIONS OF FINALE WITH ALL UTILITY COMPANIES WHO MAYBE INVOLVED. RELOCATION, REMOVAL OR PROTECTION OF EXISTING UTILITIESMUST BE AGREED UPON AND COORDINATED PRIOR TO CONSTRUCTION.2.ACCESS TO KEYSTONE PLACE (ADJACENT PROPERTY) SHALL BE MAINTAINEDDURING UTILITY CONNECTIONS. COORDINATE PLAN WITH CITY PRIOR TOCONSTRUCTION.3.CONTRACTOR TO INSTALL 4" OF RIGID INSULATION PER DETAILS ON ALLSANITARY SEWER PIPES WITH LESS THAN 8' OF COVER.RCWD UTILITY NOTES:1.DEVELOPER MUST PROVIDE AN AS-BUILT SURVEY OF THE INVERT ELEVATIONSOF ALL CULVERTS EXTENDING INTO JD3 (DRAINAGE DITCH).1.1.OS 61, FES 60 N89°40'02"E 1320.77WETLANDWETLAND G16,910 SFWETLAND E67,678 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1 B L O C K 2 BLO C K 8 BL O C K 9OUTLOTE(29 ,702 SF )OUTLOTA(83 ,216 SF )OUTLOTA(83 ,216 SF )BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93EOFEOFEOF914.50EOFE O F10.82%10.84%11.16%7.44%7.38%7.33%2.91%3.44%2.24%4.44%3.45%3.50%4.54% 5.42% 5.43% 5.37%3.48%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%EXIST. 42" MET COUNCIL SANITARY SEWER 4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX 8" PVC SANSERVICE8" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24"DIP WATER MAINEX. 16" DIPWATER MAINEX. 24" DIPHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.8" DIPWATER MAINSAN MH 6SAN MH 6ASAN MH 7SAN MH 8SAN MH 31SAN MH 32SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.2510+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002 0 + 0 0 21 + 0 0 2 2 + 0 0 23+0024+0024+659+5410+0011+00 12+00 13+00 9+85 10+00 11+00 12+00 13+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00EXISTING GRADEPROPOSED GRADE161ST STREET NORTHGATE VALVE STA: 18+15.25 OS:10.01 R 11.25° BEND STA: 18+24.80 OS:10.02 R 24X24X8 TEE STA: 18+20.21 OS:10.02 R 24X24X6 TEE STA: 17+25.29 OS:9.85 R 24" 90° BENDSTA: 16+50.15 OS:9.72 R 22.5° BENDSTA: 19+12.15 OS:5.54 RMATCH EXISTINGCENTERLINE 919.77EXISTING LOW POINT /CATCH BASINSSAN MH 32 STA: 16+96.23 OS: 0.20 L RIM: 918.83IE (E)=909.56 BUILD: 9.3'115 LF 8" PVC SDR 35 @ 0.40%SAN MH 31STA: 18+10.42 OS: 0.00RIM: 918.03IE (W)=909.10 IE (N)=909.00 BUILD: 9.0' SAN MH 8STA: 20+25.05 OS: 0.00RIM: 918.35IE (NE)=908.13 BUILD: 10.2'24" DIP WATER MAIN7.5' MIN.COVERCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.1SAN. SEWER ANDWATER MAIN PLANAND PROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR N89°40'02"E 1320.77WETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1 B L O C K 2 BLOCK 8 BL O C K 3 BL O C K 9 OUTLOTB(224 ,692 SF )OUTLOTE(29 ,702 SF )OUTLOTA(83 ,216 SF )OUTLOTA(83 ,216 SF )BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93EOFEOFEOF914.50EOF35'35'EOFE O F10.82%10.84%11.16%7.44%7.38%7.33%2.91%3.44%2.24%4.44%3.45%3.50%4.54%5.42%5.43% 5.37%3.48%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%EXIST. 42" MET COUNCILSANITARY SEWER 4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX 8" PVC SANSERVICE8" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24"DIP WATER MAINEX. 16" DIPWATER MAINEX. 24" DIPWATER MAINHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.8" DIPWATER MAINSAN MH 6SAN MH 6ASAN MH 7SAN MH 8SAN MH 31SAN MH 32SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.2513+0014+0015+0016+0017+0018+0019+002 0 + 0 0 21 + 0 0 2 2 + 0 0 23+0024+0024+659+5410+0011+00 12+00 13+00 9+85 10+00 11+00 12+00 13+00 0+000+44HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094521+0022+0023+0024+0025+0025+50161ST STREET NORTH22.5° BEND STA: 22+74.43 OS:-10.98 L 22.5° BEND STA: 23+55.22 OS:-9.49 L GATE VALVE STA: 24+29.88 OS:-8.34 L 24X24X8 TEE STA: 24+39.87 OS:-8.34 L SAN MH 8 STA: 20+25.05 OS: 0.00 RIM: 918.35IE (NE)=908.13 BUILD: 10.2'243 LF 8" PVCPIPE @ 0.40%SAN MH 7STA: 22+69.58 OS: 0.00RIM: 917.23IE (SW)=907.16 IE (E)=907.06 BUILD: 10.2'178 LF 8" PVCPIPE @ 0.40%SAN MH 6 STA: 12+34.90 OS: 0.01 LRIM: 915.77IE (W)=906.35IE (S)=906.35 IE (N)=906.25 BUILD: 9.5'24" DIP WATER MAINEXISTING GRADEPROPOSED GRADE7.5' MIN.COVERCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.2SAN. SEWER ANDWATER MAIN PLANAND PROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR S89°29'46"W 1319.69 N89°40'02"E 1320.77 WETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBLOCK 2BLOCK 3BLOCK 4BLOCK 3BLOCK 3BLOCK 6BLOCK 9BLOCK 9OUTLOTB(224,692 SF)OUTLOTB(224,692 SF)OUTLOTA(83,216 SF)BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOF914.50EOFEOF10'EOF9.46%10.12%7.90%8.40%11.07%10.00%9.32%2.91%3.44%2.24%4.44%3.45%3.50%2.79%2.58%3.13%3.03%3.34%9.59%8.70%3.05%4.87%4.45%10.84%4.59%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31%3.48%3.88%6.29%5.63%5.39%5.60%3.16%3.43%3.74%2.51%2.93%3.32%6.96%9.21%4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)TRUNK SAN MH ATRUNK SAN MH BHYD & GV,TYP.8" DIPWATERMAIN24" PLUGHYD & GV,TYP.24" DIPWATER MAIN24" DIPWATER MAINHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.8" DIPWATER MAINSAN MH 3ASAN MH 3SAN MH 2SAN MH 4SAN MH 5SAN MH 6SAN MH 6ASAN MH 7SAN MH 2022+0023+0024+0024+659+54 10+00 11+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+6518+0019+0020+0020+36 10+0011+0012+00 13+00 14+0 0 14+1 8 0+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+65FINALE COURT NORTH & FINALE AVENUE NORTHPROPOSED GRADESAN MH 6ASTA: 10+02.11 OS: 32.80 LRIM: 916.60IE (N)=907.31BUILD: 9.3'241 LF 8" PVCPIPE @ 0.40%SAN MH 6STA: 12+34.90 OS: 0.01 LRIM: 915.77IE (W)=906.35IE (S)=906.35IE (N)=906.25BUILD: 9.5'421 LF 8" PVC PIPE @ 0.40%SAN MH 5STA: 16+55.24 OS: 0.00RIM: 915.45IE (W)=904.57 IE (S)=904.57 IE (N)=904.47 BUILD: 11.0'143 LF 8" PVC PIPE @ 0.40%SAN MH 4 STA: 17+97.99 OS: 0.21 RRIM: 915.96IE (S)=903.90 IE (N)=903.90 BUILD: 12.1'119 LF 8" PVC PIPE @ 0.40%SAN MH 3 STA: 19+18.84 OS: 6.32 R RIM: 916.61IE (S)=903.43 IE (NE)=903.43 IE (NW)=903.33 BUILD: 13.3'200 LF 8" PVC PIPE @ 0.40%SAN MH 3ASTA: 21+16.89 OS: 9.27 RRIM: 915.29IE (SW)=904.23 BUILD: 11.1'8" DIP WATER MAINGATE VALVESTA: 12+53.42 OS:-10.01 L24X24X8 TEESTA: 24+39.87 OS:-8.34 L 8X8X6 TEE STA: 14+60.02 OS:-10.16 L GATE VALVE STA: 16+39.36 OS:-10.00 L 24X24X8 TEESTA: 20+10.67 OS:10.29 R 11.25° BEND STA: 17+99.07 OS:-9.79 L 24" DIP WATER MAIN11.25° BEND STA: 18+97.61 OS:-3.66 L GATE VALVESTA: 19+03.89 OS:-3.49 L 24X24X8 TEE STA: 13+99.51 OS:10.23 R 8X8X6 TEE STA: 19+91.70 OS:-10.46 L 22.5° BEND STA: 21+12.40 OS:-2.61 L 24X24X12 TEE STA: 21+54.87 OS:-5.60 L 24" PLUG STA: 21+63.35 OS:-5.39 L 90° BEND AND 8" TO 6" REDUCERSTA: 10+51.31 OS:-19.04 L EXISTING GRADE7.5' MIN.COVERCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.3SAN. SEWER ANDWATER MAIN PLANAND PROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR WETLAND A63,656 SFWETLAND F16,078 SFWETLAND G16,910 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFWETLAND XBLOCK 1BLOCK 7BLOCK 8 B LOCK 3 BLOCK 6BLOCK 9BLOCK 9BLOCK 9OUTLOTE(29,702 SF)OUTLOTB(224,692 SF)OUTLOTC(113,813 SF)100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41EOFEOFEOFEOF35'EOFEOFEOFEOFEOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%10.12%7.90%8.40%11.07%10.00%9.32%2.79%9.59%8.70%4.54%5.42%5.43%5.37%3.05%4.87%4 . 4 5%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.60%4.34%7.16%6.29%5 . 6 3%5.39%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%5.01%6.41%6.11%5.76%6.96%9.21%EXIST. 42" MET COUNCILSANITARY SEWER 4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX 8" PVC SANSERVICEWATER MAIN24" DIPWATER MAINHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24"DIP WATER MAINEX. 16" DIPWATER MAINEX. 24" DIPWATER MAINHYD & GV,24" DIPWATERMAINSAN MH 3SAN MH 2SAN MH 4SAN MH 5SAN MH 31SAN MH 32SAN MH 30SAN MH 21SAN MH 20SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.2514+0015+0016+0017+0018+0019+0020+0021+0022+0023+0014 + 0 0 15+0016+0017+0018 + 0 0 19+009+8510+00 11+00 12+00 13 + 0 0 14+0015+0016+0017+0018+0019+0020+0020+369+85 10+00 11+00 12+0013+0014+00 14+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+21162ND STREET NORTHEXISTING GRADEPROPOSED GRADE24X24X8 TEESTA: 18+20.21 OS:10.02 RGATE VALVESTA: 10+06.23 OS:10.01 R45° BEND (1) AND 11.5° BENDSTA: 13+92.69 OS:-6.43 L 8X8X6 TEE STA: 14+37.18 OS:9.42 R GATE VALVE STA: 15+61.39 OS:9.62 R 8X8X6 TEESTA: 15+65.27 OS:9.35 R 8" DIP WATER MAINGATE VALVESTA: 18+66.30 OS:14.77 R 22.5° BEND (1) AND 11.25° BEND (1) STA: 18+94.02 OS:10.39 R GATE VALVE STA: 20+03.35 OS:10.50 R 24X24X8 TEE STA: 20+10.67 OS:10.29 R169 LF 8" PVC PIPE @ 0.40%SAN MH 30STA: 13+92.75 OS: 17.92 LRIM: 918.88IE (S)=907.40IE (NE)=907.30BUILD: 11.6'399 LF 8" PVC PIPE @ 0.40%SAN MH 31STA: 18+10.42 OS: 0.00RIM: 918.03IE (W)=909.10IE (N)=909.00BUILD: 9.0' SAN MH 21STA: 15+55.43 OS: 0.00RIM: 918.29IE (SW)=906.62 IE (NW)=906.62 IE (NE)=906.52 BUILD: 11.8'337 LF 8" PVC PIPE @ 0.40%SAN MH 20 STA: 18+93.61 OS: 0.00 RIM: 915.72IE (SW)=905.18 IE (E)=905.08 BUILD: 10.6'127 LF 8" PVC PIPE @ 0.40%SAN MH 5 STA: 16+55.24 OS: 0.00 RIM: 915.45IE (W)=904.57 IE (S)=904.57 IE (N)=904.47 BUILD: 11.0'7.5' MIN.COVERCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.4SAN. SEWER ANDWATER MAIN PLANAND PROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR S00°50'53"W 1320.44WETLAND A63,656 SFWETLAND D110,900 SFWETLAND F16,078 SFBLOCK 6BLOCK 5BLOCK 5BLOCK 7BLOCK 5OUTLOTD(42,299 SF)OUTLOTC(113,813 SF)OUTLOTC(113,813 SF)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54EOF10'EOFWETLAND D4 2806 SFEOF6.10%6.61%3.81%7.35%6.74%4.98%4.92%3.60%4.34%7.16%5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%4.74EXIST. 42" MET COUNCIL SANITARY SEWEREXISTING 316 LF42" RCP MCESINTERCEPTOR@ 0.10%BOX, TYP.HYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.SAN MH 1SAN MH 30SAN MH 21SAN MH 22SAN MH 23SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.6014+0015+0016+0017+009+8510+00 11+00 12+00 13+0014+0014+93HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+47FENWAY COURT NORTHEXISTING GRADEPROPOSED GRADE8X8X6 TEESTA: 15+65.27 OS:9.35 RGATE VALVESTA: 9+95.49 OS:9.78 R8" DIP WATER MAIN22.5° BENDSTA: 12+66.86 OS:10.30 R 90° BEND AND 6" TO 8" REDUCER STA: 14+18.90 OS:0.32 R SAN MH 21STA: 15+55.43 OS: 0.00RIM: 918.29IE (SW)=906.62IE (NW)=906.62IE (NE)=906.52BUILD: 11.8'267 LF 8" PVC PIPE @ 0.40%SAN MH 22STA: 12+66.97 OS: 0.00RIM: 918.25IE (N)=907.79IE (SE)=907.69BUILD: 10.6'198 LF 8" PVC PIPE @ 0.40%SAN MH 23 STA: 14+59.66 OS: 27.41 LRIM: 918.23IE (S)=908.58 BUILD: 9.6'7.5' MIN.COVERS89°29'46"W 1319.69LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBL O C K 3BLOCK 6BLOCK 4OUTLOTC(113 ,813 SF )BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64EOFEOF10'10'2.79%2.58%3.13%3.03%3.34%8.70%4.92%3.05% 4.87% 4.45% 10. 8 4 % 4. 5 9%3.74%4.38% 3.88% 6.29% 5.63% 5.39 %4" PVC SAN. (TYP)1" PVC WAT. (TYP)TRUNK SAN MH ATRUNK SAN MH BHYD & GV,TYP.8" PLUGGV AND VALVEBOX, TYP.8" DIPWATERMAIN24" PLUGHYD & GV,TYP.24" DIPWATER MAIN24" DIPWATER MAINSAN MH 3ASAN MH 3SAN MH 2SAN MH 1SAN MH 4SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.6018+00 19+00 20+ 0 0 21+00 21+65 10+00 11+00 12+0013+0014+0014+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+02FERRA AVENUE NORTHEXISTING GRADEPROPOSED GRADEGATE VALVE STA: 13+85.79 OS:10.36 R 11.25° BEND STA: 12+91.76 OS:9.83 R8" DIP WATER MAIN45° BEND (1) AND 22.5° BEND (1)STA: 11+48.17 OS:13.46 R 8X8X6 TEE STA: 10+72.53 OS:-3.56 L GATE VALVE STA: 10+19.43 OS:6.54 R PROPOSED TRUNK MANHOLE ASTA: 4+67.57 OS: 0.00RIM: 917.03IE (S)=901.52 IE (E)=898.82 IE (W)=898.82 BUILD: 18.2'145 LF 8" PVC PIPE @ 0.40%SAN MH 1 STA: 11+48.31 OS: 1.61 RRIM: 917.30IE (E)=902.20 IE (N)=902.10 BUILD: 15.2'142 LF 8" PVC PIPE @ 0.40%SAN MH 2STA: 12+93.44 OS: 0.05 LRIM: 917.39IE (SE)=902.87 IE (W)=902.77 BUILD: 14.6'116 LF 8" PVC PIPE @ 0.40%SAN MH 3 STA: 19+18.84 OS: 6.32 RRIM: 916.61IE (S)=903.43 IE (NE)=903.43 IE (NW)=903.33 BUILD: 13.3' 24X24X8 TEESTA: 13+99.51 OS:10.23 R 8" PLUGSTA: 10+00.15 OS:10.21 R 7.5' MIN.COVERCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.5SAN. SEWER ANDWATER MAIN PLANAND PROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"N WETLAND G16,910 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XBLOCK 1 BLO C K 8 OUTLOTA(83 ,216 SF )BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41EOF10.82%10.84%11.16%7.44%7.38%7.33%4.54% 5.42% 5.43% 5.37% EXIST. 42" MET COUNCIL SANITARY SEWEREX 8" PVC SANSERVICE8" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24"DIP WATER MAINEX. 16" DIPWATER MAINEX. 24" DIPSAN MH 31SAN MH 32SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.2515+0016+0017+0018+0019+009+85 10+00 11+00 12+00 13+000+000+380+00 0+55 0+00 1+00 1+21HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+002+21SOUTH WATER LINE24" 90° BEND STA: 16+50.15 OS:9.72 R24" DIP WATER MAINCONNECT TO EXISTING 24" DIP WATERMAINSTA: 0+00.03 OS:0.00 L EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.6SAN. SEWER ANDWATER MAIN PLANAND PROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR S89°29'46"W 1319.69WETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLANDDITCH 7LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBL O C K 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5OUTLOTC(113,813 SF )OUTLOTB(224 ,692 SF )BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64EOFEOF10'10'7.35%6.74%4.98%2.79%2.58%3.13%3.03%3.34%8.70%4.92%3.05% 4.87% 4.45% 10. 8 4 % 4. 5 9%3.74%4.38% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%EXIST. 42" MET COUNCIL SANITARY SEWER 4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX MCES MANHOLE #58EX RE=916.37EX. 42" IE (N/S)=898.14EXISTING 179 LF 42"RCP MCESINTERCEPTOR @ 0.10%PROP MCES MANHOLEPROP RE=917.00EX. 42" IE (N/S)=897.96PROP 36" IE (E)=898.36EXISTING 316 LF42" RCP MCESINTERCEPTOR@ 0.10%EX MCESMANHOLE #57EX RE=919.04EX. 42" IE(N/S)=897.6425' D&U EASEMENTOBTAIN FROMNEIGHBORINGPROPERTYTRUNK SAN MH ATRUNK SAN MH B36" PLUG12" PLUGHYD & GV,TYP.8" PLUGGV AND VALVEBOX, TYP.8" DIPWATERMAIN24" PLUGHYD & GV,TYP.24" DIPWATER MAIN24" DIPWATER MAINHYD & GV,TYP.12" DIPWATER MAINSAN MH 3ASAN MH 3SAN MH 2SAN MH 1SAN MH 4SAN MH 23SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.600+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+3318+00 19+00 20+ 0 0 21+00 21+65 14+00 14+93 10+00 11+00 12+0013+0014+0014+180+000+440+001+002+003+004+005+005+61HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+23494 LF 36" PVC F679 @ 0.10%STRUCTURE - (733) STA: 8+17.54 OS: 0.00 LRIM: 914.73IE (E)=899.17 IE (W)=899.17 BUILD: 15.6'350 LF 36" PVC F679 @ 0.10%PROPOSED TRUNK MANHOLE ASTA: 4+67.57 OS: 0.00RIM: 917.03IE (S)=901.52IE (E)=898.82 IE (W)=898.82 BUILD: 18.2'460 LF 36" PVC F679 @ 0.10%12" DIP WATER MAINSANITARY AND WATER NORTH PROPERTY LINE12" PLUGSTA: 13+11.01 OS:9.82 R GATE VALVE STA: 8+18.59 OS:10.00 R 24X24X12 TEE STA: 21+54.87 OS:-5.60 L EXISTINGGRADE, TYP.STRUCTURE - (734)STA: 0+07.93 OS: 0.07 RRIM: 916.99IE (E)=898.36BUILD: 18.6'5' MIN.COVER5' MIN.COVER7.5' MIN.COVERCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.7SAN. SEWER ANDWATER MAIN PLANAND PROFILE. .. .. .. .. .. .Know what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"N S89°29'46"W 1319.69S00°50'53"W 1320.44 N89°40'02"E 1320.77WETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1 B L O C K 2 BL O C K 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLO C K 8 BLOCK 3 BL O C K 3 BLOC K 6 BL O C K 5 BL O C K 9 BL O C K 9 BLOC K 9 OUTLOTB(224 ,692 SF )OUTLOTD(42 ,299 SF )OUTLOTC(113 ,813 SF )OUTLOTE(29 ,702 SF )OUTLOTB(224 ,692 SF )OUTLOTB(224 ,692 SF )OUTLOTC(113 ,813 SF )OUTLOTA(83 ,216 SF )OUTLOTA(83 ,216 SF )BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEO FEOF W E T L A N D D 4 2 8 0 6 S FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFE O F EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.91%3.44%2.24%4.44%3.45%3.50%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%4.54% 5.42% 5.43% 5.37% 3.05% 4.87% 4.45% 10.8 4 % 4. 5 9%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31%3.48% 3 . 6 0% 4 . 3 4% 7 . 1 6% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%4.74SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.25SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.6010+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002 0 + 0 0 21 + 0 0 2 2 + 0 0 23+0024+0024+659+5410+0011+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+ 0 0 21+00 21+65 9+8510+00 11+00 12+00 13+00 14+ 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 18 + 0 0 19+0020+0020+369+8510+0011+0012+0013+00 14+00 14+93 10+0011+00 12+0013+0014+0014+180+000+44Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.0OVERALLSTREET AND STORMSEWER PLAN. .. .. .. .. .. .01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRUTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPGENERAL UTILITY NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ONTHIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY.THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURESBEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHTCONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.CITY OF HUGO UTILITY NOTES:1.CONTRACTOR TO COORDINATE THE EXISTING UTILITY INFRASTRUCTUREALONG EXISTING PORTIONS OF FINALE WITH ALL UTILITY COMPANIES WHO MAYBE INVOLVED. RELOCATION, REMOVAL OR PROTECTION OF EXISTING UTILITIESMUST BE AGREED UPON AND COORDINATED PRIOR TO CONSTRUCTION.2.ACCESS TO KEYSTONE PLACE (ADJACENT PROPERTY) SHALL BE MAINTAINEDDURING UTILITY CONNECTIONS. COORDINATE PLAN WITH CITY PRIOR TOCONSTRUCTION.3.CONTRACTOR TO INSTALL 4" OF RIGID INSULATION PER DETAILS ON ALLSANITARY SEWER PIPES WITH LESS THAN 8' OF COVER.RCWD UTILITY NOTES:1.DEVELOPER MUST PROVIDE AN AS-BUILT SURVEY OF THE INVERT ELEVATIONSOF ALL CULVERTS EXTENDING INTO JD3 (DRAINAGE DITCH).1.1.OS 61, FES 60 N89°40'02"E 1320.77WETLANDWETLAND G16,910 SFWETLAND E67,678 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1 B L O C K 2 BLO C K 8 BL O C K 9OUTLOTE(29 ,702 SF )OUTLOTA(83 ,216 SF )OUTLOTA(83 ,216 SF )BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93EOFEOFEOF914.50EOFE O F10.82%10.84%11.16%7.44%7.38%7.33%2.91%3.44%2.24%4.44%3.45%3.50%4.54% 5.42% 5.43% 5.37%3.48%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%4" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.CB92CBMH91FES90FES101 (2)FES100 (2)FES15CBMH14CBMH13CB12ACBMH12FES80CBMH81CB82SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.2510+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002 0 + 0 0 21 + 0 0 2 2 + 0 0 23+0024+0024+659+5410+0011+00 12+00 13+00 9+85 10+00 11+00 12+00 13+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00EXISTING GRADEPROPOSED GRADE161ST STREET NORTH-0.71%0.61%1.67%0.93%VPI STA = 10+05.00VPI ELEV = 919.67 VPI STA = 18+85.00 VPI ELEV = 917.50 VPI STA = 20+50.00 VPI ELEV = 918.50 VPI STA = 10+11.00VPI ELEV = 919.77VPI STA = 12+50.00VPI ELEV = 922.00MATCH EXISTINGCENTERLINE 919.77EXISTING LOW POINT /CATCH BASINSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.1STREET AND STORMSSEWER PLAN ANDPROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR N89°40'02"E 1320.77WETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1 B L O C K 2 BLOCK 8 BL O C K 3 BL O C K 9 OUTLOTB(224 ,692 SF )OUTLOTE(29 ,702 SF )OUTLOTA(83 ,216 SF )OUTLOTA(83 ,216 SF )BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93EOFEOFEOF914.50EOF35'35'EOFE O F10.82%10.84%11.16%7.44%7.38%7.33%2.91%3.44%2.24%4.44%3.45%3.50%4.54%5.42%5.43% 5.37%3.48%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%RIPRAP EOFIE=913.504" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.CB92CBMH91FES90FES101 (2)FES100 (2)FES15CBMH14CBMH13CB12ACBMH12FES10FES80CBMH81CB82OS2SEE DETAILFOR WEIRFES1SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.2513+0014+0015+0016+0017+0018+0019+002 0 + 0 0 21 + 0 0 2 2 + 0 0 23+0024+0024+659+5410+0011+00 12+00 13+00 9+85 10+00 11+00 12+00 13+00 0+000+44HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094521+0022+0023+0024+0025+0025+50161ST STREET NORTH-0.71%-2.00%2.00%VPI STA = 20+50.00 VPI ELEV = 918.50 VPI STA = 24+15.00 VPI ELEV = 915.90VPI STA = 24+35.63 VPI ELEV = 915.49VPI STA = 24+49.88 VPI ELEV = 915.77EXISTING GRADEPROPOSED GRADECivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.2STREET AND STORMSEWER PLAN ANDPROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR S89°29'46"W 1319.69 N89°40'02"E 1320.77 WETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBLOCK 2BLOCK 3BLOCK 4BLOCK 3BLOCK 3BLOCK 6BLOCK 9BLOCK 9OUTLOTB(224,692 SF)OUTLOTB(224,692 SF)OUTLOTA(83,216 SF)BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOF914.50EOFEOF10'EOF9.46%10.12%7.90%8.40%11.07%10.00%9.32%2.91%3.44%2.24%4.44%3.45%3.50%2.79%2.58%3.13%3.03%3.34%9.59%8.70%3.05%4.87%4.45%10.84%4.59%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31%3.48%3.88%6.29%5.63%5.39%5.60%3.16%3.43%3.74%2.51%2.93%3.32%6.96%9.21%RIPRAP EOFIE=913.504" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.FES15CBMH14CBMH13CB12ACBMH12STMH11FES10FES25CBMH24CBMH23CBMH22STMH21FES20CBMH32CBMH33CBMH34OS2SEE DETAILFOR WEIRFES122+0023+0024+0024+659+54 10+00 11+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+6518+0019+0020+0020+36 10+0011+0012+00 13+00 14+0 0 14+1 8 0+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+65FINALE COURT NORTH & FINALE AVENUE NORTHPROPOSED GRADE-1.60%0.82%-0.54%0.65%-0.63%-0.78%0.61%-0.63%VPI STA = 10+00.00VPI ELEV = 917.50VPI STA = 10+95.00VPI ELEV = 915.98VPI STA = 11+50.00VPI ELEV = 916.43VPI STA = 12+60.00VPI ELEV = 915.58 VPI STA = 14+35.00 VPI ELEV = 916.64 VPI STA = 16+90.00 VPI ELEV = 915.26 VPI STA = 19+18.00 VPI ELEV = 916.74 VPI STA = 21+50.00 VPI ELEV = 915.27 VPI STA = 21+75.00 VPI ELEV = 915.11 CBMH 13STA: 0+48.25 OS: 0.00 RRIM: 915.69IE (W)=912.82IE (N)=912.58157 LF 15" RCP @ 0.50%CBMH12STA: 12+51.87 OS: 13.55 RRIM: 915.27IE (S)=911.79IE (NW)=911.79IE (E)=911.69 EXISTING GRADECivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.3STREET AND STORMSEWER PLAN ANDPROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR WETLAND A63,656 SFWETLAND F16,078 SFWETLAND G16,910 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFWETLAND XBLOCK 1BLOCK 7BLOCK 8 B LOCK 3 BLOCK 6BLOCK 9BLOCK 9BLOCK 9OUTLOTE(29,702 SF)OUTLOTB(224,692 SF)OUTLOTC(113,813 SF)100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41EOFEOFEOFEOF35'EOFEOFEOFEOFEOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%10.12%7.90%8.40%11.07%10.00%9.32%2.79%9.59%8.70%4.54%5.42%5.43%5.37%3.05%4.87%4 . 4 5%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.60%4.34%7.16%6.29%5 . 6 3%5.39%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%5.01%6.41%6.11%5.76%6.96%9.21%PVC DRAIN TILE,4" PERFORATEDPVC DRAIN TILE,4" PERFORATEDPVC DRAIN TILE,TYP.CB92CBMH91FES90FES101 (2)FES80CBMH81CB82CB73CBMH72CBMH71FES70FES60FES25CBMH24CBMH23CBMH22STMH21FES20SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.2514+0015+0016+0017+0018+0019+0020+0021+0022+0023+0014 + 0 0 15+0016+0017+0018 + 0 0 19+009+8510+00 11+00 12+00 13 + 0 0 14+0015+0016+0017+0018+0019+0020+0020+369+85 10+00 11+00 12+0013+0014+00 14+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+21162ND STREET NORTHEXISTING GRADEPROPOSED GRADE-0.53%0.55%-0.61%0.54%-2.00%2.00%0.83%-1.26%2.00%VPI STA = 10+00.00VPI ELEV = 918.03VPI STA = 10+14.25VPI ELEV = 917.74VPI STA = 10+35.00VPI ELEV = 918.16VPI STA = 10+95.00VPI ELEV = 918.66VPI STA = 12+25.00VPI ELEV = 917.97 VPI STA = 14+00.00 VPI ELEV = 918.94 VPI STA = 15+30.00 VPI ELEV = 918.15 VPI STA = 16+50.00 VPI ELEV = 918.80 VPI STA = 19+80.00 VPI ELEV = 914.63 VPI STA = 20+20.66 VPI ELEV = 915.45 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.4STREET AND STORMSEWER PLAN ANDPROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR S00°50'53"W 1320.44WETLAND A63,656 SFWETLAND D110,900 SFWETLAND F16,078 SFBLOCK 6BLOCK 5BLOCK 5BLOCK 7BLOCK 5OUTLOTD(42,299 SF)OUTLOTC(113,813 SF)OUTLOTC(113,813 SF)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54EOF10'EOFWETLAND D4 2806 SFEOF6.10%6.61%3.81%7.35%6.74%4.98%4.92%3.60%4.34%7.16%5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%4.744" PERFORATEDPVC DRAIN TILE,TYP.CB73CBMH72CBMH71FES70FES60FES61FES63FES62FES50CBMH51CB52SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.6014+0015+0016+0017+009+8510+00 11+00 12+00 13+0014+0014+93HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+47FENWAY COURT NORTHEXISTING GRADEPROPOSED GRADE0.47%-0.66%1.74%VPI STA = 10+35.00VPI ELEV = 917.59VPI STA = 12+30.00VPI ELEV = 918.50VPI STA = 13+70.00VPI ELEV = 917.57 VPI STA = 14+47.00 VPI ELEV = 918.91 S89°29'46"W 1319.69LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBL O C K 3BLOCK 6BLOCK 4OUTLOTC(113 ,813 SF )BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64EOFEOF10'10'2.79%2.58%3.13%3.03%3.34%8.70%4.92%3.05% 4.87% 4.45% 10. 8 4 % 4. 5 9%3.74%4.38% 3.88% 6.29% 5.63% 5.39 %CBMH32CBMH33CBMH34CBMH35SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.6018+00 19+00 20+ 0 0 21+00 21+65 10+00 11+00 12+0013+0014+0014+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+02FERRA AVENUE NORTHEXISTING GRADEPROPOSED GRADE-7.80%-2.00%0.66%-0.66%VPI STA = 10+00.00 VPI ELEV = 917.20VPI STA = 10+10.00 VPI ELEV = 916.42 VPI STA = 12+25.24 VPI ELEV = 917.85 VPI STA = 13+65.24 VPI ELEV = 916.92 VPI STA = 13+88.47 VPI ELEV = 916.45 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.5STREET AND STORMSEWER PLAN ANDPROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"N WETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB L O C K 2 BLOCK 8 BL O C K 3 BLOCK 9 BL O C K 9 OUTLOTB(224 ,692 SF )OUTLOTE(29,702 SF)OUTLOTOUTLOTBASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00EOFEOFEOFEOF35'35'EOFEOFEOF EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%2.91%3.44%2.24%4.44%3.45%3.50%4.54%5.42%5.43%5.37%3.31%3.31%3.48%2.64%4.60%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%RIPRAP EOFIE=913.504" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.CB92CBMH91FES90FES101 (2)FES100 (2)FES15CBMH14CBMH13CB12ACBMH12STMH11FES10FES80CBMH81CB82CB73OS2SEE DETAILFOR WEIRFES1SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.2516+0017+0018+0019+0020+00 21+00 2 2 + 0 0 23+0024+0024+659+5410+0011+00 12+00 13+00 14+00 9+85 10+00 11+00 12+00 13+00 14+000+000+380+001+002 + 0 0 2 + 0 3 0+00 0+550+00 0+77 0 + 0 0 0+501+00 1+21 0+000+44HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+55CB92 -FES90CB92STA: 0+00.00 OS: 0.00RIM: 917.20IE (N)=914.2028 LF 12" RCP @0.52%CBMH91 STA: 0+27.09 OS: 0.00RIM: 917.20IE (S)=914.06 IE (N)=913.96 SUMP=3.00'29 LF 12" RCP @1.07%FES 90IE=973.68INSTALLRIP RAPEXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+77FES100(2) - FES101(2)77 LF 18" RCP (2)@ 0.39%FES 100 (2)IE=914.70FES 101 (2)IE=915.00EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+48CBMH13 - FES1522 LF 12" RCP @0.52%CBMH 14 STA: 0+21.16 OS: 0.00 R RIM: 915.69IE (E)=912.68 IE (SW)=913.03 28 LF 12" RCP @0.52%CBMH 13STA: 0+48.25 OS: 0.00 RRIM: 915.69IE (W)=912.82 IE (N)=912.58FES 15IE=913.03EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+38CB82STA: 0+00.02 OS: 0.00RIM: 917.68IE (E)=914.6728 LF 12" RCP @0.48%CBMH81STA: 0+27.09 OS: 0.00RIM: 917.67IE (W)=914.54IE (E)=914.44SUMP=3.00'11 LF 12" RCP @0.47%CB82 - FES8028 LF 12" RCP @0.48%11 LF 12" RCP @0.47%FES 80IE=914.39EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.6STREET AND STORMSSEWER PLAN ANDPROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR WETLAND D23774 SFLIMITS OFCONSTRUCTIONBLOCK 3 OUTLOTB(224,692 SF)OUTLOTEOFEOF35'35'9.46%10.12%7.90%2.91%3.44%2.24%4.44%3.45%3.50%3.31%3.31%3.48%3.16%3.43%3.74%2.51%RIPRAP EOFIE=913.504" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.FES15CBMH14CBMH13CB12ACBMH12STMH11FES10OS2SEE DETAILFOR WEIRFES124+0024+659+5410+0011+00 12+00 13+00 14+000+001+002+002+030+00 0+500+000+44HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+002+99CB12A - FES1025 LF 18" RCP @0.99%STMH11STA: 1+78.59 OS: 0.00RIM: 913.29IE (W)=910.23IE (NE)=910.13SUMP=3.00'146 LF 18" RCP @ 1.00%CBMH12STA: 12+51.87 OS: 13.55 RRIM: 915.27IE (S)=911.79IE (NW)=911.79IE (E)=911.6933 LF 12" RCP @1.50%CB12ASTA: 0+00.00 OS: 0.00RIM: 915.34IE (SE)=912.28 EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.FES 10IE=909.89HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+44EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.45 LF 18" RCP @0.52%FES 1IE=908.77OCS2 - FES1OCS2STA: 0+00.00 OS: 0.00RIM: 913.40IE (SE)=909.00 WETLAND A63,656 SFBL O C K 3BLOCK 6BLOCK 3 BLOC K 6 (113 ,813 SF )OUTLOTB(224 ,692 SF )OUTLOTC(113 ,813 SF )BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOF10.00%9.32%2.79%2.58%3.13%9.59%8.70%3.05% 4.87% 4.45% 10. 8 4 % 4. 5 9%3.74%3.32%4.38%3.07%2.84%2.71% 3.88% 6.29% 5.63% 5.39 %5.90%5.60%CBMH71FES70FES25CBMH24CBMH23CBMH22STMH21FES2015+00 16+00 17+00 18+00 19+00 20+ 0 0 1 6 + 0 0 1 7 + 0 0 18 + 0 0 19+0020+0020+3612+0013+0014+0014+180+00 0+270+001+002+003+003+57HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+003+004+004+57128 LF 15" RCP @ 2.58%CBMH24 STA: 0+27.09 OS: 0.00RIM: 914.34IE (S)=911.21IE (W)=911.21 IE (NE)=911.1135 LF 15" RCP @0.50%CBMH23 STA: 1+61.81 OS: 0.00 RIM: 914.98IE (SW)=910.94 IE (E)=910.8428 LF 15" RCP @0.48%CBMH22STA: 1+89.03 OS: 0.00RIM: 914.97IE (W)=910.71 IE (SE)=910.6122 LF 18" RCP @0.50%STMH21 STA: 2+11.01 OS: 0.00 RIM: 915.68IE (NW)=910.50 IE (E)=910.40 SUMP=3.00'147 LF 18" RCP @ 0.50%FES25 - FES20FES 25IE=914.50FES 20IE=909.67EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.7STREET AND STORMSSEWER PLAN ANDPROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR S00°50'53"W 1320.44 WETLAND A63,656 SFWETLANDWETLANDWETLAND F16,078 SFLIMITS OFCONSTRUCTIONBLOCK 6BLOCK 7BLOCK 5 BL O C K 9 OUTLOTD(42,299 SF )OUTLOTC(113 ,813 SF )BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54EO F W E T L A N D D 4 2 8 0 6 S F EOF6.61%3.81%7.35%6.74%4.98%3 . 6 0% 4 . 3 4% 7 . 1 6%4.60%4.74%4.91%3.93%4.60%5.90%5.60%4.744" PERFORATEDPVC DRAIN TILE,TYP.CB73CBMH72CBMH71FES70FES60FES61FES63FES62FES50CBMH51CB52FES2514+ 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 18 + 0 09+8510+0011+0012+0013+00 14+00 0+00 0 + 9 5 0+000+800+000+440+000+24FES62 - FES63HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+2424 LF 12" RCP @1.91%FES 62IE=915.72FES 63IE=916.17EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+95CB73 - FES70CB73STA: 0+00.00 OS: 0.00RIM: 917.85IE (N)=914.8551 LF 12" RCP @0.48%CBMH72STA: 0+50.01 OS: 0.00 RIM: 917.30IE (S)=914.61 IE (NE)=914.5128 LF 12" RCP @0.52%CBMH71 STA: 0+77.10 OS: 0.00RIM: 917.30IE (SW)=914.37 IE (NE)=914.27 SUMP=3.00'18 LF 12" RCP @1.51%FES 70IE=914.00EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+80FES61 - FES6080 LF 12" PVCSDR35 @ 0.63%EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.FES 60IE=914.00FES 61IE=914.50HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+44CB52 - FES50CB52 STA: 0+00.00 OS: 0.00 RIM: 917.28IE (E)=914.2828 LF 12" RCP @0.52%CBMH51STA: 0+27.09 OS: 0.00RIM: 917.28IE (W)=914.14 IE (E)=914.04 SUMP=3.00'17 LF 12" RCP @3.29%EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.FES 50IE=913.49Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.8STREET AND STORMSSEWER PLAN ANDPROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR S89°29'46"W 1319.69WETLAND D110,900 SFWETLAND H1555 SF(DITCHED)LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBL O C K 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5OUTLOTC(113,813 SF)OUTLOTB(224 ,692 SF )EOFEOF10'10'6.74%4.98%2.79%2.58%3.13%3.03%3.34%4.92%3.05% 4.87%4.45%10.84%4.59%4.38% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%CBMH51FES30STMH31CBMH32CBMH33CBMH34CBMH35SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.601+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+3319+00 20+ 0 0 21+00 21+65 14+00 14+93 10+0011+0012+0013+0014+0014+180+001+002+003+004+005+005+61HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+003+004+005+006+006+61CB35 - FES30CB35STA: 0+00.00 OS: 0.00RIM: 916.34IE (E)=913.1229 LF 12" RCP @0.49%CBMH34STA: 0+28.34 OS: 0.00RIM: 916.26IE (W)=912.98IE (E)=912.98 322 LF 12" RCP @ 0.25%CBMH33 STA: 3+50.28 OS: 0.00RIM: 915.09IE (W)=912.18 IE (E)=912.1829 LF 15" RCP @0.50%CBMH32 STA: 3+78.29 OS: 0.00 RIM: 915.09IE (W)=912.04 IE (E)=912.04 172 LF 15" RCP @ 0.50%STMH31 STA: 5+49.43 OS: 0.00RIM: 913.43IE (W)=911.18 IE (SE)=911.18 SUMP=3.00'12 LF 15" RCP @0.43%FES 30IE=911.13EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.9STREET AND STORMSSEWER PLAN ANDPROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.0CIVIL DETAILS. .. .. .. .. .. .30' B-B15'GEOTECH REPORT RECOMMENDS(OPTIONAL):4" BITUMINOUS12" CLASS 518" GRANULAR BASE15' B-B15'B-B Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.1CIVIL DETAILS. .. .. .. .. .. .PIPE BEDDING - RCP & DIPN T S1PIPE BEDDING - PVCN T S2 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.2CIVIL DETAILS. .. .. .. .. .. . 6"PROVIDE INSULATION PER PLAN FIELD VERIFY DEPTH6"4"6" (MIN.)NOTES:1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETINGASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATERABSORPTION (ASTM C272).2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT,ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS.3. OVERLAP ALL INSULATION BOARD JOINTS.UTILITY PIPE INSULATION DETAILN T S1'-6" (MIN)PIPE BEDDINGMATERIALBACKFILL MATERIALFINE SAND (FA7)MIN. 2' WIDE BY 4" THICKINSULATION BOARD(USE 2-2" THICKBOARDS). MASTIC ALLJOINTSEXTEND INSULATIONBOARD DOWNSIDES TO 7.5' DEPTH.FINISH GRADEDIA DIA + 3'UTILITY PIPE12OUTLET CONTROL STRUCTUREN T SHOT-DIPPED GALVANIZEDGRATE IN TWO SECTIONSMINIMUM6 CUBIC YARDSCLASS-3 RIP-RAPPROVIDE 4-1/2" SSANCHOR BOLTSWITH CLIPS1/8"x1"-2" O.C.1/8" BARS-3" O.C.OUTLETPIPEMONOLITHIC BOTTOMCL-5 AGGREGATEAS DIRECTEDBY ENGINEERCONCRETE SECTIONPRECAST REINFORCEDASTM C-478 NOTES:1. NO STRUCTURE SHALL BE ORDERED UNTIL ENGINEERAPPROVES SHOP DRAWINGS.2. CONTRACTOR IS RESPONSIBLE FOR CLEANING PONDOUTLET SKIMMER PRIOR TO FINAL ACCEPTANCE.3. PLACE GEOTEXTILE BLANKET UNDER ALL RIPRAP."W" *WALL CONSTRUCTION SHALLBE CLASS II PRECAST PIPE,MNDOT STANDARD PLATENO. 3000L6"W60"O.D.48"I.D.* MNDOT STANDARD PLATE NO. 3000L*** MNDOT STANDARD PLATE NO. 4011E"O.D.""I.D."ALL DOGHOUSES SHALLBE GROUTED ON INSIDEAND OUTSIDE. ALLGROUTING SHALL BE WITHNON-SHRINKING CEMENT.18" ORIFICEINV.=909.00INV.=909.00WEIR WALLINV NOTCH / NWL=911.50INV TOPWEIR WALL913.50INV.=913.50INV 914.00INV. STRUCTURE=909.00TOP 18" ORIFICE = 910.50 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.3CIVIL DETAILS. .. .. .. .. .. . CATCH BASIN/MANHOLE/RISERREMARKSCASTING SCHEDULENOTE:1.CASTINGS SHALL BE NEENAH FOUNDRY CASTINGS OR APPROVED EQUIVALENT.2.CASTINGS SHALL BE STAMPED WITH APPROPRIATE UTILITY NAME ("STORM SEWER", "SANITARY SEWER")CASTING SCHEDULEN T SGRATE TYPE(NEENAH)STORM CURB INLETR-3067TBD STORM AREA DRAIN INLETR-2501TBDSTORM MANHOLER-1642TBDRIPRAP OUTLET / OVERFLOWN T SEARTH DIKE10:1 SIDESLOPES ONDITCH SIDESECTION A-AISOMETRIC VIEW3 FT MIN.TOP WIDTHL = 8 FT.2 FT MIN.VARIESWEIR CRESTINSTALL ENKAMAT PER MANUF. SPECIFICATIONSEARTH BERMEARTH DIKEFLOWFLOWF L O W SEE GRADIGN PLAN FORBASIN DEPTHGROUND LINE /BASIN BOTTOMENKAMAT OR APPROVEDALTERNATEREINFORCED TURF MATTINGEXTEND ENKAMAT PER RCWDDIRECTION. NEED TO PREVENTEROSION WITHOUTREMOVING VOLUME FROM DITCH34" PVC DRAIN TILE DETAILN T S8"PAVEMENT BASEAGGREGATE BASEMNDOT FINE FILTERAGGREGATE 3149.2J4" PERFORRATED PVC PERMNDOT 3278 W/ FABRIC SOCKGEOTEXTILE FABRICMNDOT 3733, TYPE 1ON SIDES ANDBOTTOM ONLYSTABILIZEDSUBGRADENOTE: FOR USE WITH CLAY SUBGRADES ORIN AREAS WITH LESS THAN 4 VERTICAL FEETOF FILL IF USING GRANULAR SUBGRADES.2Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.4CIVIL DETAILS. .. .. .. .. .. .S4.2%TYPICAL LOT INFORMATION:GF=GARAGE FLOOR (ATFRONT OF GARAGE)BUILDING PAD - VILLA - SLAB ON GRADE PADN T S15'70' PAD5' OVERSIZING (TYP.)5' OVERSIZING (TYP.)10'BUILDING LINE BUILDING LINE 1:1 SLOPECOMPACTED STRUCTURAL BACKFILLCONTRACTOR TO EXCAVATE SOIL MATERIAL AS REQUIRED BY SOILS ENGINEER.TOP OF STABLE SUBSOIL (PER SOILS ENGINEER)(PER SOILS ENGINEER)BACK OF CURBGARAGE FLOOR ELEV.PER PLANVARIESGRADE ELEVATION =GARAGE FLOOR ELEVATION6" BELOW TOP OF BLOCKPER ELEVATION ON PLAN0.5' TOPSOILTOPSOIL / GRADING GRADEFINISHED GRADEFINISHED GRADE1.0'HOLD DOWNGARAGE FLOOR ELEV.NOTE:1. THE DESIGNATED HOLD DOWN SHALL BE COMPLETED ACROSS THE ENTIRE WIDTH OF THE LOT (SIDE LOTLINE TO SIDELOTLINE)2. THE SOIL CORRECTION SHALL BE COMPLETED ACROSS THE ENTIRE WIDTH OF THE LOT (SIDE LOTLINE TO SIDE LOTLINE)15'BCROW/PROP LINEFRONT SETBACKSIDEWALK/TRAIL0.5'MIN TOPSOIL / GRADING GRADE10'D&U EASEMENTSUBGRADE5% SLOPE1:1 SLOPE3:1 MAX1RP=REAR PAD GRADE(GROUND GRADE ATREAR OF BUILDINGPAD)TYP. LOT DIMENSIOND & U EASEMENTBUILDING SETBACK Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.5CIVIL DETAILS. .. .. .. .. .. . S89°29'46"W 1319.69S00°50'53"W 1320.44 N89°40'02"E 1320.77WETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFWETLAND XBLOCK 1 B L O C K 2 BL O C K 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLO C K 8 BLOCK 3 BL O C K 3 BLOC K 6 BL O C K 5 BL O C K 9 BL O C K 9 BLOC K 9 OUTLOTB(224 ,692 SF )OUTLOTD(42 ,299 SF )OUTLOTC(113 ,813 SF )OUTLOTE(29 ,702 SF )OUTLOTB(224 ,692 SF )OUTLOTB(224 ,692 SF )OUTLOTC(113 ,813 SF )OUTLOTA(83 ,216 SF )OUTLOTA(83 ,216 SF )EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEO FEOF W E T L A N D D 4 2 8 0 6 S FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFE O F EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.91%3.44%2.24%4.44%3.45%3.50%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%4.54% 5.42% 5.43% 5.37% 3.05% 4.87% 4.45% 10.8 4 % 4. 5 9%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31%3.48% 3 . 6 0% 4 . 3 4% 7 . 1 6% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%4.74TREES QTY COMMON / BOTANICAL NAMECONT20Green Mountain Sugar Maple / Acer saccharum `Green Mountain` TM 2.5" Cal. B&B49Autumn Blaze Maple / Acer x freemanii `Jeffsred` TM2.5" Cal. B&B46Imperial Honey Locust / Gleditsia triacanthos inermis `Impcole` TM2.5" Cal. B&B5Burr Oak / Quercus macrocarpa2.5" Cal. B&B17Regal Prince Oak / Quercus x warei `Long` TM2.5" Cal. B&B29American Sentry Linden / Tilia americana `McKSentry` TM2.5" Cal. B&B28Harvest Gold Linden / Tilia cordata x mongolica `Harvest Gold`2.5" Cal. B&B34Cathedral Elm / Ulmus x `Cathedral`2.5" Cal. B&BPLANT SCHEDULECivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONL1.0OVERALLLANDSCAPE PLAN. .. .. .. .. .. .01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRLAWN - SOD, SALT TOLLERANTSEED TYPE 1 - MNDOT 33-261 STORMWATER SOUTH &WEST, PER MNDOT SEEDING MANUALSPECIFICATIONS (2014)SEED TYPE 2 - MNDOT 35-221 DRY PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)PROPOSED CANOPY TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTINGSIZESSEED TYPE 3 - MNDOT 25-131 TURF, PER MNDOTSEEDING MANUAL SPECIFICATIONS (2014)LANDSCAPE NOTES:1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH(MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OFSHREDDED HARDWOOD MULCH.2.ALL TREES SHALL BE MULCHED WITH SHREDDED HARDWOOD MULCH TO OUTEREDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCHSHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.3.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OFNURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROMDISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FORMAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCEPERIOD.4.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTSSHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLANSHALL GOVERN.5.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPEARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPEMATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULLGROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.6.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYERTOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THEDRAWINGS.7.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTILACCEPTANCE.8.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPECONTRACTOR'S ACTIVITIES.9.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATEDFROM LANDSCAPE CONTRACTOR'S ACTIVITIES.SHREDDED HARDWOOD MULCH (UNDER TREES)THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENTSEED TYPE 4 - MNDOT 34-181 WETLAND EMERGENT,PER MNDOT SEEDING MANUAL SPECIFICATIONS(2014)1LEGEND SEED TYPE 1 (TYP.)SEEDTYPE 1(TYP.)(TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEEDTYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 4(TYP.)SEED TYPE 4(TYP.)SEED TYPE 4(TYP.)SEED TYPE 4(TYP.)SEED TYPE 3(TYP.)SEED TYPE 4(TYP.)SEED TYPE 3(TYP.)SEED TYPE 3(TYP.)SEED TYPE 3(TYP.)SEED TYPE 2(TYP.)SEED TYPE 3(TYP.)SEED TYPE 3(TYP.)SEED TYPE 3(TYP.)SEED TYPE 2(TYP.)SEED TYPE 4(TYP.)SEED TYPE 4(TYP.)SB-1SB-2SB-5SB-6SB-7SB-3SB-4[14] Public Utility Easementper Doc. No. 3172032 S00°50'53"W 1320.44 N89°40'02"E 1320.77Wire FenceEdge of WoodsGravel DriveEdge of WaterWETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBLOCK 1 B L O C K 2 BLOCK 8 BL O C K 3 BLOCK 9 BL O C K 9 BLOC K 9 OUTLOTB(224 ,692 SF )OUTLOTE(29,702 SF)OUTLOTA(83 ,216 SF )OUTLOTA(83,216 SF)EOFEOFEOFEOF914.50EOF35'35'EOFEOF EOFEOF EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%8.40%11.07%2.91%3.44%2.24%4.44%3.45%3.50%4.54%5.42%5.43%5.37%2.56%2.81%3.31%3.31%3.48%2.64%4.60%4.74%4.91%3.93%4.60%5.90%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.25SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)[14] Public Utility Easement per Doc. No. 3172032 Wire FenceWater TowerGravel DriveLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONREVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLAN. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLC01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRMATCH LINE LAWN - SOD, SALT TOLLERANTSEED TYPE 1 - MNDOT 33-261 STORMWATER SOUTH &WEST, PER MNDOT SEEDING MANUALSPECIFICATIONS (2014)SEED TYPE 2 - MNDOT 35-221 DRY PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESLEGENDSEED TYPE 3 - MNDOT 25-131 TURF, PER MNDOTSEEDING MANUAL SPECIFICATIONS (2014)LANDSCAPE NOTES:1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTERINSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED HARDWOOD MULCH.2.ALL TREES SHALL BE MULCHED WITH SHREDDED HARDWOOD MULCH TO OUTER EDGE OFSAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN AMINIMUM OF 2" FROM TREE TRUNK.3.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMENSTANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE ANDDISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANTMATERIAL FOR DURATION OF ACCEPTANCE PERIOD.4.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THESCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.5.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECTTHROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THECONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIALCOMPLETION DATE.6.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL ANDSOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.7.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.8.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'SACTIVITIES.9.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPECONTRACTOR'S ACTIVITIES.SHREDDED HARDWOOD MULCH (UNDER TREES)SEED TYPE 4 - MNDOT 34-181 WETLAND EMERGENT,PER MNDOT SEEDING MANUAL SPECIFICATIONS(2014) SEED TYPE 1 (TYP.)SEED TYPE 1 (TYP.)SEEDTYPE 1SEED TYPE 1 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3(TYP.)SEED TYPE 2 (TYP.)SEEDTYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 4(TYP.)SEED TYPE 4(TYP.)SEED TYPE 4(TYP.)SEED TYPE 4(TYP.)SEED TYPE 2 (TYP.)SEED TYPE 3SEED TYPE 4SEED TYPE 3(TYP.)SEED TYPE 3(TYP.)SEED TYPE 3(TYP.)SEED TYPE 3(TYP.)SEED TYPE 3(TYP.)SEED TYPE 2 (TYP.)SEED TYPE 3(TYP.)SEED TYPE 4(TYP.)SEED TYPE 2 (TYP.)SB-8SB-9SB-10SB-11SB-12SB-4[13] Electrical TransmissionEasement per Doc. No. 185981 [15] Encroachment onto Sanitary SewerEasements per Doc. No. 3170523 and[17] Sewer Easement per Doc. No. 287225 S89°29'46"W 1319.69S00°50'53"W 1320.44 N00°47'52"E 1324.35 Edge of WaterEdge of WaterWETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND 858,590 SFDITCH 7LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBL O C K 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLOCK 3 BLOC K 6 BLOCK 5 BL O C K 9 BLOC K 9 OUTLOTD(42,299 SF)OUTLOTC(113,813 SF )OUTLOTB(224 ,692 SF )OUTLOTB(224 ,692 SF )OUTLOTC(113,813 SF )EOFEOFEOFEOF35'10'10'EOF WETLAND D4 2806 SF EOF10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%3.05% 4.87% 4.45% 10. 8 4 % 4. 5 9%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31% 3.60%4.34%7.16% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%4.60%4.74%4.91%3.93%4.60%5.90%5.60%4.74SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.60REVISION SUMMARYDATEDESCRIPTIONL1.2LANDSCAPE PLANNOTES & DETAILS. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLC01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRLAWN - SOD, SALT TOLLERANTSEED TYPE 1 - MNDOT 33-261 STORMWATER SOUTH &WEST, PER MNDOT SEEDING MANUALSPECIFICATIONS (2014)SEED TYPE 2 - MNDOT 35-221 DRY PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESLEGENDSEED TYPE 3 - MNDOT 25-131 TURF, PER MNDOTSEEDING MANUAL SPECIFICATIONS (2014)SHREDDED HARDWOOD MULCH (UNDER TREES)SEED TYPE 4 - MNDOT 34-181 WETLAND EMERGENT,PER MNDOT SEEDING MANUAL SPECIFICATIONS(2014) [13] Electrical Transmission Easement per Doc. No. 185981 [15] Encroachment onto Sanitary Sewer Easements per Doc. No. 3170523 and [17] Sewer Easement per Doc. No. 287225 [14] Public Utility Easement per Doc. No. 3172032 S89°29'46"W 1319.69S00°50'53"W 1320.44 N89°40'02"E 1320.77N00°47'52"E 1324.35Wire FenceWire FenceDitchEdge of WaterEdge of WaterEdge of Water159TH ST N(A Public R/W)(Width Varies)WETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 8DITCH 7WETLAND 421247 SFWETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFWETLAND X35'35'35'10'10'W E T L A N D D 4 2 8 0 6 S FPERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS, TYPCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 80'-0"80'-0"40'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF HUGO EROSION CONTROL NOTES:1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIREAN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOROBTAINING ANY EROSION CONTROL PERMITS REQUIRED BYTHE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION. [13] Electrical Transmission Easement per Doc. No. 185981 [15] Encroachment onto Sanitary Sewer Easements per Doc. No. 3170523 and [17] Sewer Easement per Doc. No. 287225 [14] Public Utility Easement per Doc. No. 3172032 S89°29'46"W 1319.69S00°50'53"W 1320.44 N89°40'02"E 1320.77N00°47'52"E 1324.35Wire FenceEdge of WaterEdge of WaterEdge of WaterWETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFWETLAND XBLOCK 1 B L O C K 2 BL O C K 3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLO C K 8 BLOCK 3 BL O C K 3 BLOC K 6 BL O C K 5 BL O C K 9 BL O C K 9 BLOC K 9 OUTLOTB(224 ,692 SF )OUTLOTD(42 ,299 SF )OUTLOTC(113 ,813 SF )OUTLOTE(29 ,702 SF )OUTLOTB(224 ,692 SF )OUTLOTB(224 ,692 SF )OUTLOTC(113 ,813 SF )OUTLOTA(83 ,216 SF )OUTLOTA(83 ,216 SF )EOFEOFEOFEOFEOFEOF914.50EOFEOFEOF35'35'35'10'10'EO FEOF W E T L A N D D 4 2 8 0 6 S F LOW FLOOR=918.50LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70EOFE O F EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.91%3.44%2.24%4.44%3.45%3.50%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%4.54% 5.42% 5.43% 5.37% 3.05% 4.87% 4.45% 10.8 4 % 4. 5 9%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31%3.48% 3 . 6 0% 4 . 3 4% 7 . 1 6% 3.88% 6.29% 5.63% 5.39 %5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%4.74SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.25SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.60PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS, TYPINLETPROTECTIONAT CATCHBASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPPLACE EROSIONCONTROL BLANKETON ALL SLOPES 3:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)PLACE EROSIONCONTROL BLANKETON ALL SLOPES 3:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 80'-0"80'-0"40'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF HUGO EROSION CONTROL NOTES:1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIREAN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOROBTAINING ANY EROSION CONTROL PERMITS REQUIRED BYTHE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.CONTRACTOR TO INSTALL EROSION CONTROL BLANKET ON ALLSLOPES 4:1 AND STEEPER. Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS. .. .. .. .. .. .TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE. .. .. .. .. .. .OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE CITY ISRESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS SINGLE FAMILY SUBDIVISION CREATING +/- 87 NEW LOTS. SITE AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE SOIL CONDITIONS DO NOT ALLOW FOR INFILTRATION. WET BASINS AREPROPOSED.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. AN MPCA SOILS ASSESSMENT WAS COMPLETED AND IT WAS DETERMINED THATTHIS SITE IS APPROPRIATE FOR INFILTRATION, BUT DOES NOT APPLY.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO HARDWOOD CREEK AND IS IDENTIFIED AS AN IMPAIRED WATER BODY PER THE MPCA'S303(D) IMPAIRED WATERS LIST. HARDWOOD CREEK IS IMPAIRED FOR DISSOLVED OXYGEN AND FISH BIOASSESSMENT INDICATORS. BECAUSETHESE WATERS ARE LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE AREAS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.DESIGN ENGINEER: MATTHEW R. PAVEK P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011TOTAL TRAINING HOURS: 12RE-CERTIFICATION: 2/27/2020 (8 HOURS), EXP. 5/31/2023THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHOIMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLYWITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1,2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS ANDSPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FORADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSIONPREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILTFENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT ATTHE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPPCAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTERSUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS ANDMAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY,CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OFTHE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTIONAND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THESWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCTINSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THEREQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURSUPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BYTHE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OFCONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OFTHE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TOFURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALLSWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOWTHE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERSOR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPAOR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDEXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITHTHE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATEAND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERINGPRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEPSLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNEDFOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELYTO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THESITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASECOMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILESWITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETESTOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISHSPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THEWATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENTDRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATEROR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE ANDCONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION(WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEESMUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICESWITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALESECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTERCONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENTAREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATESEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROLPRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICESIN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCEREQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TOELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENTSYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITECONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKINGON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G.,INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLANDPERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERMACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY ISCOMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IFTHE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEEDFOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THEDOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATERCONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITEOR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKINGONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE ANDEQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT(DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTHDISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENTCONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIREDADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAININLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THESWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITHACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BYTHE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TOCHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION ORSETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G.,PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECTSITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATETREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THEDISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THESURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLEFILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOTCAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATEVICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURNTHE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THESITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE ATLEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATERTHAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENTALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESSANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENTACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCESYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUSTREMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHERDRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUSTCOMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IFPRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARERESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLEPERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHINAND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEESMUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHINA SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONALOR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTHOF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE INTHREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITYCONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHEREON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDEDCOMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONSWARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BESUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION,WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED ANDTHESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT.PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, AWEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDESSITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH ANDDESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHEROBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED INSECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TOSTORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULICFLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS)IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTEMATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEESMUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL,FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS ORABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UPDISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS.PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUSTCONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUSTDISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS,OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROMCONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUTOPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES.PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE,INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEANOUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMITTERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TOSUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATESNO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUSTENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TOSUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHEDAND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THEHOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THEDISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TOALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUMDEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP)FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEEDGERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.Golden Valley Land Company6001 Glenwood AvenueGolden Valley, MN 55422CONTACT: Peter Knaeblepeterknaeble@gmail.com612-309-9215 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: THE MEADOWS AT HUGOPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: HUGO, MNCITY OR TOWNSHIP: HUGOSTATE: MNZIP CODE: 55038LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.18255 N, -92.99819 EMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: HUGOALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: WASHINGTONALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: N/APROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 26.5PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE):CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 00.0POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 10.7TOTAL NEW AREA OF IMPERVIOUS SURFACE: 10.7RECEIVING WATERSWATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPARIED WATER (Y/N)N/A...COUNTY DITCH...DITCH...N...N...DATES OF CONSTRUCTIONCONSTRUCTION START DATE: SUMMER 2021ESTIMATED COMPLETION DATE: FALL 2023GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): SINGLE FAMILY SUBDIVISION, INCLUDING ROADS, UTILITIES, GRADING, PONDING.DESCRIBE SOIL TYPES FOUND AT THE PROJECT: CLAYSITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDINGWETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY.GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURESUSED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLETPROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSIONCONTROL BLANKET MAY BE UTILITZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.B) SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTEQUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW,INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8)7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPARED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL ANDIMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLN/AIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONALBMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4-TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THEIDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUETO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENTMETHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D):·WET SEDIMENTATION BASIN·INFILTRATION/FILTRATION·REGIONAL PONDS·COMBINATION OF PRACTICESINCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.WET SEDIMENTATION BASINCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTEDTO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C)IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME DUE TO CLAY SOILS.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (IV.B)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HASTEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.IF USED, TEMPORARY DRAINAGE DITCHES WILL BE STABILIZED WITH EROSION BLANKET AND HAY BALES / CHECK DAMS.8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREASNOT APPLICABLESEDIMENT CONTROL PRACTICIES (IV.C)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURBAND GUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE, AND AROUND WETLANDS AND DISCHARGE POINTS.2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL HYDROSEED WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHENEXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT STORMWATER AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF ABUFFER IS INFEASIBLE:SILT FENCE WILL BE INSTALLED ALONG WETLANDS AND CREEK8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILEOF A SPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.C OF THE PERMIT.N/ADEWATERING AND BASIN DRAINING (IV.D)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THE PERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENTPRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHATOTHER TREATMENT WILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FORAREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR24-HOUR PRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING INTHE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLANDTO A STORMWATER POND)? YESIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A.SUMPS HAVE BEEN PROVIDED UPSTREAM OF THE DISCHARGE POINTS.INSPECTIONS AND MAINTENANCE (IV.E)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) according toMinn. R. ch. 7045, including restricted access and secondary containment:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. Describe spill prevention and response for fueling and equipment or vehicle maintenance:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (IV.G)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5):UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXTOWNER WITH DOCUMENTS DESCRIBING THE NATURE OF TERMINATION PROCEDURE.DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE)SOILS INFORMATIONMAP UNITSYMBOL75BLUFFTON LOAMMAP UNIT NAME113WEBSTER LOAM123DUNDAS FINE SANDY LOAM544CATHRO MUCK Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1,2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: THE MEADOWS AT HUGOFACILITY ADDRESS: HUGO, MNPERMIT NUMBER:CITY: HUGOSTATE: MNZIP CODE: 55038INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPARED WATER?IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (PART IV.B)1. SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE)2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3. ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH)4. ARE THERE BMP'S FOR ONSITE STOCKPILES?5. ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?6. DO PIPE OUTLETS HAVE ENERGY DISSIPATION?COMMENTS:SEDIMENT CONTROL REQUIREMENT (PART IV.C)1. PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS?2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE?3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS?3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS?5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS?6. ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS?7. ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION?8. ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE?9. DO ALL STOCKPILES HAVE PERIMETER CONTROLS?COMMENTS:MAINTENANCE-EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.)1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER?2. ANY DITCH EROSION OBSERVED?3. PERIMETER CONTROL--HAS SEDIMENT REACHED ONE HALF THE HEIGHT OF THE DEVICE?4. ARE INLET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY?COMMENTS:OTHER1. ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER?2. HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS?3. DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA?4. ARE ALL SOLID WASTES BEING PROPERLY DISPOSED OF?5. IS THE CONCRETE WASHOUT AREA COMPLETELY CONTAINED?6. IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN?COMMENTS:7. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE?7.1. IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGEHAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BERECOVERED WITHIN 7 DAYS?8. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART III.D OF THE PERMIT? DESCRIBE:9. IS ANY DEWATERING OCCURRING ON SITE?9.1. IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO?10. IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE?11. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE?12. IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT?12.1. IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT?13. IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED?13.1. IF YES, EXPLAIN HOW THE TOP SOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE.14. ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION?14.1. DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES?15. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS:16. PROPOSED AMENDMENTS TO THE SWPPP:17. POTENTIAL AREAS OF FUTURE CONCERN:18. ADDITIONAL COMMENTSDISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA.Y N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT). K:\017347-000\Admin\Permits\20.15 The Meadows\replacementapp\Memorandum_HugoCityCouncil_TheMeadowsatHugo_042921.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum To: Tom Weidt, Mayor, City of Hugo Hugo City Council CC: Rachel Juba, Community Development Director, City of Hugo Emily Weber, Community Development Assistant, City of Hugo Mark Erichson, City Engineer, WSB From: Tony Havranek, Senior Ecologist, WSB Date: April 29, 2021 Re: City Project No. 20.15 The Meadows at Hugo WSB Project No. 013597-00 The purpose of this memo is to recommend approval of a MN Joint Application received from Wayne Jacobson (Jacobson Environmental) on behalf of Peter Knaeble requesting approval for wetland replacement for The Meadows at Hugo Development Project. The proposed project plan (preferred alternative from the applicant) results in 1.78 acres of wetland impact across the site (see Figure W1.0). The original delineation, completed in 2018 and approved in 2019, shows that there are roughly 5.92 acres of wetland on the site (Figure 5, attached). All of these wetlands have been impacted by agricultural practices and invasive species. Based on this, the TEP has approved sequencing flexibility for impacts to the existing wetlands since they are considered degraded. The applicant is required to replace for these impacts at a 2:1 ratio; meaning they would need at least 3.56 acres of wetland credit. To replace for these impacts, the applicant has proposed to create and restore wetlands and upland buffers on site to receive credit. These actions are planned to result in a total of 3.98 acres of credit. The applicant has submitted a wetland establishment and monitoring plan, along with specific vegetation and hydrology performance standards. An annual monitoring report will be submitted each year for the next five (5) years which will indicate if each of the restored and/or created areas are meeting or have met the performance standards. At the conclusion of the five (5) year monitoring period, the TEP will certify the number of credits that meet the performance standards outlined and determine if the minimum number of replacement credits have been generated by the on-site restoration and creation actions. If there is a deficit, the applicant will need to purchase bank credits to meet the minimum replacement amount. Based on this, the City should require escrow to cover the cost of purchasing wetland bank credits. The existing plan also accounts for potential corrective actions to be taken by the applicant to mitigate any circumstance that will negatively impact the ability of the creation/restoration sites to meet the performance standards outlined in the wetland management plan. I will continue to work with the applicant and the applicant’s consultants to update the performance standards and monitoring methodology, prior to issuing the formal Notice of Decision, but based on the information provided in the application, pre-application meeting, and Mr. Tom Weidt April 29, 2021 Page 2 K:\017347-000\Admin\Permits\20.15 The Meadows\replacementapp\Memorandum_HugoCityCouncil_TheMeadowsatHugo_042921.docx the Technical Evaluation Panel meeting, I am recommending approval of The Meadows at Hugo Development wetland replacement application. Attachments: Figure W1.0-Wetland Plan (Dated April 22, 2021) Figure 5 Delineation Map (from original wetland delineation in 2018) [13] Electrical Transmission Easement per Doc. No. 185981 [14] Public Utility Easement per Doc. No. 3172032 S89°29'46"W 1319.69S00°50'53"W 1320.44 N89°40'02"E 1320.77Wire FenceWater TowerEdge of WoodsGravel DriveEdge of WaterEdge of WaterEdge of Water159TH ST N(A Public R/W)WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLANDWETLANDWETLANDWETLANDWETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND B13889 SF(FARMED)FILLWETLAND C13104 SFFARMEDFILLWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D4DITCH1331 SFFILLWETLAND G1FARMED / DITCH10,645 SFFILLWETLAND G2FARMED705 SFFILLWETLAND A2FARMED13,167 SFFILLWETLAND D2DITCHED20,011 SFFILLWET CREATION 27659 SFWET CREATION 35860 SFWET CREATION 117,984 SFWET CREATION 424,012 SFWETLAND D23774 SFWETLAND X2224 SFFILLWETLAND XBASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.791"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.911"=913.34, 2-YR=914.08BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.581"=911.90, 2-YR=912.15WETLAND A1313 SFFILLWET RESTORE 27960 SFWET RESTORE 1950 SFWET RESTORE 44376 SFWET RESTORE 53897 SFWET RESTORE 33089 SFEOFEOFEOFEOFEOFEOF914.50EOFEOFEOFWET CREATION 514,754 SFWETLAND D3DITCH2219 SFFILL21.2'25'10'25'32 . 2 ' 1 2 . 1 '36.9'25'10.5 '10.5 '12.2'25.4'11'11.4'25'25'1 2 . 7 ' 10'10'69.6 '25'25'31.7'25'25'25'53.6'15'15'15'15'15'25'26.2'30.7'25'25'25'25'12.4'4 3 . 5 '35'35'35'EOFEOFWE T L A N D D 4 2 8 0 6 S FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFEO F EOF25'25'25'25'60.2'54.1'2 5 '42.3'42.8 '15'18.4'1 8 . 4 '35'25.5'35.9'32.7'15.2 'Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS..........PROJECT NUMBER:DRAWN BY:REVIEWED BY:..............COPYRIGHT CIVIL SITE GROUP INC.c12/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLC01" = 80'-0"80'-0"40'-0"NREVISION SUMMARYDATEDESCRIPTIONW1.0WETLAND PLAN4/22/21WETLAND PLAN REVISION4/29/21WETLAND PLAN REVISION........Know what'sbelow.before you dig.CallRWETLAND LEGEND:SITE SPECIFIC WETLAND NOTES:1.CONTRACTOR SHALL ADHERE TO "APPENDIX G, WETLANDESTABLISHMENT AND MANAGEMENT PLAN" PREPARED BY JACOBSONENVIRONMENTAL2.CONTRACTOR TO "UNGULATE" THE BOTTOM ELEVATIONS OF THECREATED AND RESTORED WETLANDS BY 6" IN THE FIELD. DEPTHSHOULD FLUX BETWEEN 1.5-2.5' OF STANDING WATER DEPTH BELOWNORMAL WATER LEVEL IN WETLANDS, COORDINATE WITH WETLANDCONSULTANT AND ENGINEER ON SITE.3.CONTRACTOR SHALL LEAVE "POCKETS" OF DESIRABLE VEGETATION INRESTORATION AREAS, COORDINATE WITH WETLAND CONSULTANTAND ENGINEER ON SITE.4.SEE LANDSCAPE PLAN FOR LOCATIONS OF SEED MIXES AND WETLANDPLANTINGS.5.CONTRACTOR SHALL INSTALL "WETLAND BUFFER" SIGNS PER DETAILAT LOCATIONS SHOWN ON PLAN, MINIMUM EVERY 50' ALONG WETLANDBUFFERS.PROPERTY LINECONSTRUCTION LIMITSWETLAND CALCULATIONS:WETLAND TO REMAIN (RESTORATION OFPARTIALLY DRAINED SUBP. 4)WETLAND RESTORATION AREA (VEGETATIVERESTORATION OF FARMED WETLANDS SUBP. 5)WETLAND CREATION AREA (SUBP. 7)TOTAL EXISTING WETLAND AREA = 258075 SF (5.92 AC)WETLAND FILL AREAFILL AREA A1=313FILL AREA A2=13167FILL AREA B=13889FILL AREA C=13104FILL AREA D2=20011FILL AREA D3=2219FILL AREA D4=1331FILL AREA G1=10645FILL AREA G2=705FILL AREA X=2224TOTAL FILL AREA=77608 (1.78AC)WETLAND MITIGATION CREDIT ACTIONSNEW CREATED WETLANDS (SUBP. 7)CREATION AREA 1=17984CREATION AREA 2=7659CREATION AREA 3=5860CREATION AREA 4=24012CREATION AREA 5=14754TOTAL ON-SITE CREATION AREA=70269 (1.61 AC)PER SUBP. 7 - 75% CREDIT = 52702 SF (1.21 AC)WETLAND RESTORATION AREA (VEGETATIVE RESTORATION OF FARMED WETLANDS SUBP. 5)RESTORE AREA 1=950RESTORE AREA 2=7960RESTORE AREA 3=3089RESTORE AREA 4=4376RESTORE AREA 5=3897TOTAL WETLAND RESTORATION AREA = 20272 (0.47 AC)PER SUBP. 5 - 50% CREDIT = 10136 SF (0.23 AC)WETLAND RESTORATION AREA (RESTORATION OF PARTIALLY DRAINED WETLANDS SUBP. 4)(RESTORED WETLAND AREAS LESS THE (NON-UPLAND BUFFER AREAS WITHIN)WETLAND A=43686WETLAND D1=6414WETLAND D2=2810WETLAND D4=2806WETLAND E=60388WETLAND F=11285WETLAND G=9202TOTAL WETLAND RESTORATION AREA = 136591 (3.14AC)PER SUBP. 4 - 50% CREDIT = 68296 SF (1.57 AC)WETLAND UPLAND BUFFER AREAS (SUBP. 2)WETLAND BUFFER PER CREATION AND RESTORED WETLANDS (25' MINIMUM AVERAGE BUFFER WIDTH)D1, WC1 (CONTIGUOUS)TOTAL WETLAND EDGE LENGTH=892'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=892' X 25' = 22,300 SFTOTAL PROVIDED UPLAND BUFFER AREA=19532 SFTOTAL PROVIDED NON-UPLAND BUFFER AREA=3536 SFA, WC2TOTAL WETLAND EDGE LENGTH=1638'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=1638' X 25' = 40950 SFTOTAL PROVIDED UPLAND BUFFER AREA=32648 SFTOTAL PROVIDED NON-UPLAND BUFFER AREA=8602 SFD4, FTOTAL WETLAND EDGE LENGTH=860'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=860' X 25' = 21500 SFTOTAL PROVIDED UPLAND BUFFER AREA=23372 SFGTOTAL WETLAND EDGE LENGTH=8653'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=653' X 25' = 16325 SFTOTAL PROVIDED UPLAND BUFFER AREA=13407 SFTOTAL PROVIDED NON-UPLAND BUFFER AREA=3811 SFE, WC3TOTAL WETLAND EDGE LENGTH=1048'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=1048' X 25' = 26200 SFTOTAL PROVIDED UPLAND BUFFER AREA=20102 SFTOTAL PROVIDED NON-UPLAND BUFFER AREA=7290 SFWC4TOTAL WETLAND EDGE LENGTH=642'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=642' X 25' = 16050SFTOTAL PROVIDED UPLAND BUFFER AREA=16050 SFWC5TOTAL WETLAND EDGE LENGTH=757'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=757' X 25' = 18925SFTOTAL PROVIDED UPLAND BUFFER AREA=18925 SFD2TOTAL WETLAND EDGE LENGTH=74'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=74' X 25' = 1850SFTOTAL PROVIDED UPLAND BUFFER AREA=1850 SFTOTAL UPLAND BUFFER AREA=145886 (3.35AC)PER SUBP. 2 - 25% CREDIT = 36472SF (0.84 AC)TOTAL NON-UPLAND BUFFER AREA=23239 (0.53AC)PER SUBP. 2 - 25% CREDIT = 5810SF (0.13 AC)TOTAL FILL = 1.78 ACRESREQUIRED MITIGATION 2:1=3.54 ACON-SITE MITIGATION CREDIT=188,531 SF = 3.98 ACOFF SITE CREDITS - NOT USEDWETLAND UPLAND BUFFER AREA (SUBP. 6)WETLAND FILL AREAWETLAND NON-UPLAND BUFFER AREA (SUBP. 6)WETLAND BUFFER AREA (NO CREDIT)W6R1B1BD1C1DN1F1MEANDER SURVEY AREAS - M1-M7STAFF GAUGES - SG1 - SG5PLUG PLANTING AREAS - P1 - P10SEE LANDSCAPE PLAN FOR DETAILSUPLAND WETLAND SHRUB TRANSITIONAREAS - US1 - US4SEE LANDSCAPE PLAN FOR DETAILSSG1SG2SG3SG4SG5M1M2M3M4M5M6M7P1P2P3P4P5P6P7P8P9P10US1US2US3US4WETLAND BUFFER SIGN (SEE DETAIL) April 29, 2021 Honorable Mayor and City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: 2021 Downtown Improvement and Lions Park Redevelopment Projects Approve Plans and Specifications and Authorize the Advertisement for Bids WSB Project No. 015887-000 and 016969-000 Dear Mayor and Council, Previously the Council had authorized staff to prepare plans and specifications for the 2021 Downtown Improvement and Lions Park Redevelopment Projects. Proposed improvements for the 2021 Downtown Improvement project include street improvements and drainage improvements along the following roadways:  147th Street from just west of TH 61 to Finale Avenue  The extension of 147th Street from Finale Avenue to Oneka Boulevard  Flay Avenue north of 147th Street to its existing termination point  Upper 146th Street from Finale Avenue to Fitzgerald Avenue  146th Street from Finale Avenue to Fitzgerald Avenue  Finley Avenue from Upper 146th Street to 145th Street  Fitzgerald Avenue from 147th Street to 145th Street  Oneka Parkway at 147th Street (intersection and turn lanes) Park Improvements include the full site development including, grading, sidewalk, trails and amenities. Plans and Specifications have been prepared for both the Lions Park Redevelopment and the 2021 Downtown Street Improvement Projects and are ready to be advertised for bidding. Staff is recommending these projects be bid as one project with one contractor. The City will benefit from a coordination and cost-effectiveness standpoint. Staff is requesting approval of the plans and specifications for the combined project and authorization to advertise for bids. Staff will place the advertisement for bids which is required to run for a minimum of 21 days. Plans and Specifications are available for your review at City Hall. It is anticipated that consideration of awarding a construction contract will occur at the June 21, 2021 City Council meeting. Staff recommends approval of the resolution approving plans and specifications and ordering advertisement for bids for the 2021 Downtown Improvement Project and the Lions Park Redevelopment Project. Honorable Mayor and City Council April 29, 2020 Page 2 If you have any questions or items you wish to discuss, you can contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. Mark Erichson, PE City Engineer Attachment cc: Bryan Bear, City Administrator, City of Hugo Scott Anderson, Public Works Director, City of Hugo Liz Finnegan, Senior Engineering Technician, City of Hugo Shayla Denaway, Parks Planner Rachel Juba, Community Development Director S:\Administration\City Council\2021 City Council Meetings\Scans\2021.05.03\RSLTN-ApprovePlansSpecsOrderAFB-050321.docx RESOLUTION NO. A RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR THE 2021 DOWNTOWN IMPROVEMENT PROJECT AND LIONS PARK REDEVELOPMENT PROJECT WHEREAS, pursuant to direction by the Council, WSB has prepared plans and specifications for the 2021 Downtown Improvement Project and Lions Park Redevelopment Project, and has presented such plans and specifications to the Council for approval; NOW THEREFORE BE IT RESOLVED BY THE COUNCIL OF THE CITY OF HUGO: 1. Such plans and specifications, a copy of which is on file at City Hall, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official City newspaper and the Finance and Commerce an advertisement for bids upon the making of such improvement under such approved plans and specifications. 3. The advertisement shall be published in each of said publications at least once not less than three (3) weeks before the date set for opening bids, shall specify the work to be done, and shall state that bids will be received on-line through QuestCDN vBid™ until the date and time set for opening bids. Immediately following expiration of the time for receiving bids, representatives of the City of Hugo will publicly view at an online bid opening meeting. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless accompanied by a bid security in an amount of 5 percent of the bidder’s maximum bid price. Council members voting AYE: Council members voting NAY: Whereupon said resolution was declared passed and adopted this 3rd day of May 2021. ________________________ Tom Weidt, Mayor ATTEST: ___________________________________ Michele Lindau, City Clerk RESOLUTION NO. 2021-## A RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR THE NEW PAVILION AT LIONS PARK WHEREAS, pursuant to direction by the Council, staff along with Hagen, Christensen & McIlwain (HCM) Architects has prepared plans and specifications for the construction of a new pavilion at Lions Park (5524 UPPER 146TH ST. N), and has presented such plans and specifications to the Council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF HUGO, MINNESOTA: 1. Such plans and specifications, a copy of which is on file at City Hall, are hereby approved. 1. The City Clerk shall prepare and cause to be inserted in the official City newspaper and the Finance and Commerce an advertisement for bids upon the making of such improvement under such approved plans and specifications. 2. The advertisement shall be published in each of said publications at least once not less than three (3) weeks before the date set for opening bids, shall specify the work to be done, and shall state that bids will be received on-line through QuestCDN vBid™ until the date and time set for opening bids. Immediately following expiration of the time for receiving bids, representatives of the City of Hugo will publicly view at an online bid opening meeting. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless accompanied by a bid security in an amount of 5 percent of the bidder’s maximum bid price. Council members voting AYE: Council members voting NAY: Whereupon said resolution was declared passed and adopted this May 3, 2021. ________________________ Tom Weidt, Mayor ATTEST: ___________________________________ Michele Lindau, City Clerk April 29, 2021 Honorable Mayor and City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: CSAH 8 Stormwater Reuse Project Approve Plans and Specifications and Authorize the Advertisement for Bids WSB Project No. 012692-000 Dear Mayor and Council, Previously the Hugo City Council authorized WSB to prepare plans and specifications for the CSAH 8 Stormwater Reuse Project. The CSAH 8 reuse system will pump water from the stormwater pond located in the NW quadrant of CSAH 8 and Oneka Parkway to the existing irrigation system along CSAH 8 and future irrigation system to be constructed as part of the Lions Park Redevelopment Project and the 2021 Downtown Improvement Project , conserving an estimated 14 million gallons of water annually. The attached figure depicts the project area. The total project costs are currently estimated to be approximately $729,000. Funding Source Amount MCES Grant Funds $50,000 BWSR CWF Project and Practices Grant $392,400 Rice Creek Watershed District* $176,000 Cost Share Required by City $110,600 Total $729,000 *$76k in grant funds still pending Plans and Specifications have been prepared and are ready to be advertised for bidding. Staff is requesting approval of the plans and specifications and authorization to advertise for bids. Staff will place the advertisement for bids which is required to run for a minimum of 21 days. Plans and Specifications are available for your review at City Hall. If you have any questions or items you wish to discuss, you can contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. Mark Erichson, PE City Engineer Attachment Honorable Mayor and City Council April 29, 2021 Page 2 cc: Bryan Bear, City Administrator, City of Hugo Scott Anderson, Public Works Director, City of Hugo Liz Finnegan, Senior Engineering Technician, City of Hugo S:\Administration\City Council\2021 City Council Meetings\Scans\2021.05.03\RSLTN-ApprovePlansSpecsOrderAFB-050321.docx RESOLUTION NO. A RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR THE CSAH 8 STORMWATER REUSE PROJECT WHEREAS, pursuant to direction by the Council, WSB has prepared plans and specifications for the CSAH 8 Stormwater Reuse Project, and has presented such plans and specifications to the Council for approval; NOW THEREFORE BE IT RESOLVED BY THE COUNCIL OF THE CITY OF HUGO: 1. Such plans and specifications, a copy of which is on file at City Hall, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official City newspaper and the Finance and Commerce an advertisement for bids upon the making of such improvement under such approved plans and specifications. 3. The advertisement shall be published in each of said publications at least once not less than three (3) weeks before the date set for opening bids, shall specify the work to be done, and shall state that bids will be received on-line through QuestCDN vBid™ until the date and time set for opening bids. Immediately following expiration of the time for receiving bids, representatives of the City of Hugo will publicly view at an online bid opening meeting. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless accompanied by a bid security in an amount of 5 percent of the bidder’s maximum bid price. Council members voting AYE: Council members voting NAY: Whereupon said resolution was declared passed and adopted this 3rd day of May 2021. ________________________ Tom Weidt, Mayor ATTEST: ___________________________________ Michele Lindau, City Clerk CITY OF HUGO RESOLUTION 2021-   A RESOLUTION ACCEPTING THE RESIGNATION OF COUNCIL MEMBER CHUCK HAAS AND DECLARING A VACANCY WHEREAS, the Hugo City Council had accepted the verbal resignation of Council Member Chuck Haas, representing Ward 3, at their April 19, 2021, meeting. WHEREAS, the resignation of Chuck Haas will be effective on May 31, 2021. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA AS FOLLOWS: 1. Accepts the resignation of Council Member Chuck Haas as described above. 2. Declares a vacancy of the Ward 3 seat on the Hugo City Council. 3. Approves filling the vacancy by appointment of the Hugo City Council as allowed by State Statute 412.02, subd. 2a. ADOPTED by the Hugo City Council this 3rd day of May, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk G:\Group Data\Municipal\Clients - Cities - Counties\Hugo\Proposals\2020 Oneka School Trail Feasibility\PROP_2021 Oneka School Trail Feasibility.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM December 4, 2020 Shayla Denaway Parks Planner City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 Re: 2021 Oneka to Elementary School Trail Feasibility Study Dear Mrs. Denaway: I am pleased to submit this letter proposal on behalf of WSB & Associates, Inc. (WSB) to the City of Hugo (City) to complete a preliminary feasibility study for a trail that would connect Oneka Parkway to the proposed elementary school located on the west side of Hwy 61 and south of 157th Way N. SCOPE OF SERVICES The following scope of services is meant to provide the City of Hugo with the steps necessary to complete a preliminary trail feasibility study. A. Wetland Delineation a. Wetland Delineation: A Level 2 wetland delineation will be completed within the project area which will consist of two city parcels and north south corridor outlined on the attached figure. Prior to the site visit, WSB will obtain and review Washington County Soil Survey information, DNR Public Waters information, National Wetland Inventory information, contours, and historic aerial photos, for the project area. The wetland delineation will be completed in conformance with the US Army Corps of Engineers Wetlands Delineation Manual (US Army Corps of Engineers, 1987) and the Northcentral and Northeast Regional Supplement. The delineations will be surveyed using a sub-meter accuracy GPS unit. Fluorescent pink pin flags will be used to mark the boundary. b. Wetland Delineation Report: The information obtained as part of Task 1 will be compiled into a wetland delineation report. This report will be submitted to the LGU, Technical Evaluation Panel (TEP), and US Army Corps of Engineers for their review. A draft of the wetland delineation report will be provided to the City to review prior to submittal of a final report to the agencies. The preliminary wetland boundaries will be converted to CAD data, which will be provided to the City along with the report for use in design/planning. c. Wetland Delineation Approval: WSB will join the LGU and other members of the wetland TEP onsite for a boundary concurrence meeting. Any changes to the boundary will be communicated with the City as soon as possible. A final, approved wetland boundary CAD file will be delivered to the City following LGU approval. Shayla Denaway December 4, 2020 Page 2 G:\Group Data\Municipal\Clients - Cities - Counties\Hugo\Proposals\2020 Oneka School Trail Feasibility\PROP_2021 Oneka School Trail Feasibility.docx d. LGU Services Cost: WSB serves as the LGU for the City of Hugo. As part of this service WSB will Notice the Wetland Delineation Application in accordance with the Wetland Conservation Act. Following the Noticing of the Application WSB will then schedule a TEP meeting to review the wetland boundary and Notice an approval for the Delineation in accordance with the Wetland Conservation Act. e. Special Considerations Review: WSB will use publicly available data to evaluate the potential presence of the special consideration criteria. WSB will check the NHIS data bank, look for mapped locations of known fen locations. A SHPO data request will be made to see if anything has been recorded with the project corridor. WSB will provide a checklist of items checked to show due diligence to confirm the presence or likely absence of special considerations f. GIS Wetland Exhibit: An overall map exhibit will be prepared based on information obtained from all wetland delineations along the corridor to be combined into one mapped set showing all delineated wetlands along the corridor. This will include past delineations that the city has received along with the newly proposed wetland delineation for the 2021 trail section south of 157th Street North. B. Trail Feasibility a. Project Start-Up Meeting & Data Collection: WSB shall hold a virtual project start-up meeting with the city to review over the proposed schedule, design process and develop a clear understanding of the scope of the project and intended outcomes. All relevant data (wetland delineations, utility easements, planned developments, etc.) will be collected and reviewed. b. Conceptual Alignments: WSB will prepare conceptual trail alignment options in an illustrative plan based on existing site conditions and opportunities. The plans will identify potential constraints, impacts and opportunities related to each trail option which may include funding and partnership opportunities for consideration. WSB will also prepare high level estimates of each route option to determine cost considerations of each. One (1) city staff review meeting of the concept plans will be held virtually to review the conceptual route options and corresponding estimates in order to determine which routes may be deemed feasible and preferred based on the opportunities, impacts and cost considerations. Following the review meeting, WSB will make any necessary revisions to the conceptual route options for presentation. c. Community Engagement Input: The City of Hugo will undertake community engagement with project stakeholders separately and will provide WSB with all comments and input gathered from the engagement process. d. Preferred Alignment: Based on direction from the City of Hugo and relevant feedback from the project stakeholders, WSB will prepare an updated plan that illustrates the preferred alignment for the trail corridor with an updated estimate of probable costs. This will be a higher-level plan and does not include 30% plans with trail alignments and profiles. Shayla Denaway December 4, 2020 Page 3 G:\Group Data\Municipal\Clients - Cities - Counties\Hugo\Proposals\2020 Oneka School Trail Feasibility\PROP_2021 Oneka School Trail Feasibility.docx A memo will be prepared that describes the design process, preferred trail alignment and estimate of probable costs in order to guide future planning efforts. e. Parks Commission Meeting: WSB shall attend a Parks Commission Meeting to present the preferred trail alignment plans and estimate of probable costs for review and approval. f. City Council Meeting: WSB shall attend a City Council meeting to present the preferred trail alignment plans and estimate of probable costs for review and adoption. C. Additional Services: Services other than those listed in the Scope of Services above, as requested and authorized in writing by the City. These services shall be billed on an hourly basis according to the current Hourly Rate Schedule. FEES FOR PROFESSIONAL SERVICES It is proposed that the following Tasks be billed on an hourly-not-to-exceed basis as follows: Scope “A” (Wetland Delineation): $ 5,800 Scope “B” (Trail Feasibility): $10,200 Total: $16,000 Thank you for the opportunity to propose on this project. If you should have any questions regarding this proposal, please contact me at 763-231-4848. Sincerely, WSB & Associates, Inc. WSB & Associates, Inc. Candace Amberg, PLA Jason L. Amberg, PLA Project Manager Director of Landscape Architecture This letter represents our entire understanding of the project scope. All work under this letter proposal will be governed by the Professional Services Agreement entered into between the City of Hugo and WSB on [date]. If the scope and fee appear to be appropriate, please sign on the space provided and return one copy to our office. We are available to begin work once we receive signed authorization.” I hereby authorize WSB to proceed with the above-referenced work under the terms and conditions of the Professional Services Agreement entered into between the City of Hugo and WSB on [date]. By: _________________________________ Shayla Denaway December 4, 2020 Page 4 G:\Group Data\Municipal\Clients - Cities - Counties\Hugo\Proposals\2020 Oneka School Trail Feasibility\PROP_2021 Oneka School Trail Feasibility.docx Name: ______________________________ Date: _______________________________ 14/29/2021 3:31 PMHugo City CouncilSu Mo Tu We Th Fr Sa12345678910111213141516 17 18 19 20 21 2223 24 25 26 27 28 2930 31May 2021Su Mo Tu We Th Fr Sa12345678910111213 14 15 16 17 18 1920 21 22 23 24 25 2627 28 29 30June 2021May 2021Apr 252627282930May 123456787:00pm Council Meets9101112131415Mothers day6:30pm BOZA7:00pm Planning Comm161718192021227:00pm Council Meets5:30pm EDA6:30pm Hist. Comm.7:00pm Parks Comm232425262728295:00pm Burger Night (Legion)6:30pm BOZA7:00pm Planning Comm3031Jun 12345Memorial DaySUNDAY MONDAY TUESDAY WEDNESDAYTHURSDAY FRIDAY SATURDAY 24/29/2021 3:31 PMHugo City CouncilSu Mo Tu We Th Fr Sa12345678910111213 14 15 16 17 18 1920 21 22 23 24 25 2627 28 29 30June 2021Su Mo Tu We Th Fr Sa1234567891011 12 13 14 15 16 1718 19 20 21 22 23 2425 26 27 28 29 30 31July 2021June 2021May 3031Jun 1234567891011127:00pm Council Meets6:30pm BOZA7:00pm Planning CommHugo Good Neighbordays13141516171819Hugo Good Neighborday5:30pm EDA6:30pm Hist. Comm.7:00pm Parks Comm20212223242526Fathers Day7:00pm Council Meets5:00pm Burger Night (Legion)6:30pm BOZA7:00pm Planning Comm27282930Jul 123SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY