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HomeMy WebLinkAbout2020.05.04 CC Packet14669 Fitzgerald Avenue North • Hugo, NIN 55096 Agenda HUGO CITY COUNCIL MEETING REMOTE MEETING MONDAY. MAY 4, 2020 — 7 P.M. Meeting will be held remotely pursuant to MN Statute Sec. 13D.021. Anyone who wishes to speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the meeting day by contacting City Clerk Michele Lindau at 651-762- 6315. For more information on the remote meeting and participation, go to hlt2s://www.ci.hugo.mn.us/partici]2ate. Meeting ID # 865 0319 5286 A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. April 20, 2020, City Council Meeting E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Update on COVID-19 City Response 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 Renewal of 2 a.m. License for the Blue Heron Grill 4. Approve Renewal of 2 a.m. License for Sal's Angus Grill 5. Approval of a Culvert Maintenance Agreement between the Rice Creek Watershed District and the City of Hugo — Adelaide 5th Addition 6. Approval of a Culvert Maintenance Agreement between the Rice Creek Watershed District and the City of Hugo — Elmcrest Avenue 7. Approve Pay Voucher No. 9 for Water Tower No. 4 Project H. PUBLIC HEARING 1. Easement Vacation for Oneka Place 3rd Addition I. UNFINISHED BUSINESS 1. Resolutions Approving Final Plat and Development Agreements for Oneka Place 4ch Addition 2. Public Works Facility Update J. NEW BUSINESS 1. Resolutions and Ordinance Approving PUD and Preliminary Plat for Shores of Egg Lake and a Site Plan for the Cattle House Restaurant 2. Approve Goodview Avenue North Trail Feasibility Study and SHIP Grant K. VISITOR PRESENTATIONS 1. No visitor presentations scheduled L. COUNCIL PRESENTATIONS 1. Update on Services Provided by YMCA 2. Update on the Yellow Ribbon Network M. ADMINISTRATIVE PRESENTATIONS 1. Schedule Annual Performance Review for City Administrator Bryan Bear 2. N. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON MAY 4. 2020 D.1 Minutes for the April 20, 2020, City Council Meeting Staff recommends Council approve the minutes for the Council meeting held on April 20, 2020, as presented. F.1 Update on COVID-19 City Response City Administrator Bryan Bear will provide an update on how the city is responding to the coronavirus pandemic. G.1 Approve Claims Roster Staff recommends Council approve the Claims Roster as presented. G.2 Approve Annual Performance Review for Parks Planner Shavla 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 Renewal of 2 a.m. License for the Blue Heron Grill Since May 2010, the Blue Heron Grill has held a license that permits the establishment to stay open until 2 a.m. This license is renewed annually with approval by the City Council. Staff recommends Council approve the renewal of the 2 a.m. license for the Blue Heron Grill. GA Approve Renewal of 2 a.m. License for Sal's Angus Grill Since May 2010, Sal's Angus Grill has held a license that permits the establishment to stay open until 2 a.m. This license is renewed annually with approval by the City Council. Staff recommends Council approve the renewal of the 2 a.m. license for Sal's Angus Grill. G.5 Approval of a Culvert Maintenance Agreement between the Rice Creek Watershed District and the City of Hugo — Adelaide 5th Addition As part of the Adelaide Landing 5th Addition, a culvert crossing is proposed at a private drainage channel where a new roadway is proposed to cross the drainage channel. The City of Hugo will be required to inspect and maintain this culvert as outlined in the attached agreement. Staff recommends Council approve the Culvert Maintenance Agreement for Adelaide 5th Addition G.6 Approval of a Culvert Maintenance Agreement between the Rice Creek Watershed District and the City of Hugo — Elmcrest Avenue As part of the Elmcrest Avenue Improvement Project, a culvert crossing is proposed to be replaced at the historical elevation where Judicial Ditch 3 crosses Elmcrest Avenue. The City of Hugo will be required to inspect and maintain this culvert as outlined in the attached agreement. Staff recommends Council approve the Culvert Maintenance Agreement for Elmcrest Avenue. G.7 Approve Pay Voucher No. 9 for Water Tower No. 4 Project CB &I, LLC, has submitted Pay Voucher No. 9 for work certified through April 14, 2020, on the Water Tower No. 4 Improvement Project. Staff recommends Council approve Pay Voucher No. 9 in the amount of $119,733.25. H.1 Public Hearing Easement Vacation for Oneka Place 3rd Addition CPDC- Pratt -Oakwood, LLP, is requesting a vacation of the existing drainage and utility easement located over Outlot B and C, Oneka Place 3rd Addition. The outlots will be final platted for the development of Oneka Place 4th Addition. New drainage and utility easements will be placed on the lots and outlots at the time the final plat is recorded. Staff is comfortable with the applicant's requests to vacate the drainage and utility easements. Staff recommends that the City Council approve the notice to vacate the drainage and utility easement located over Outlots B and C, Oneka Place 3rd Addition. I.1 Resolutions Approving Final Plat and Development Agreement for Oneka Place 4th Addition CPDC- Pratt -Oakwood, LLP, is requesting approval of a final plat and development agreement to plat 63 residential lots and 2 oultlots from the Oneka Place preliminary plat. This will develop 25.5 acres in property legally described as Outlot L, Oneka Place and Outlots B and C, Oneka Place 3rd Addition. Staff recommends approval the resolution approving the Final Plat and Development Agreement for Oneka Place 4th Addition. I.2 Public Works Facility Update Staff will provide an update on the proposed Public Works facility. J.1 Resolutions and Ordinance Approving PUD and Preliminary Plat for Shores of Egg Lake and a Site Plan for the Cattle House Restaurant: Tony Harmening is requesting approval of a planned unit development (PUD), preliminary plat, and site plan to construct an approximately 5,700 square foot restaurant building for Cattle House Restaurant. The PUD general plan includes the restaurant for Phase 1 and for Phase 2 a 4,000 square foot event center and three retail/office buildings totaling 10,100 square feet. The preliminary plat will include one commercial lot and one outlot to be known as "Shores of Egg Lake". The site plan approval is for 2 acres on the north side of the property and includes the Cattle House restaurant, outdoor gathering spaces/amenities along the lake, and a parking lot. Staff recommended approval of the applications to the Planning Commission, subject to the conditions in the resolutions. At its April 23, 2020, meeting, the Planning Commission held a public hearing and considered the requests. The Planning Commission unanimously recommended approval of the resolutions and ordinance for the approval of the applications to the City Council. J.2 Approve Goodview Avenue North Trail Feasibility Study and SHIP Grant At their meeting of April 15, 2020, the Parks Commission recommended approval of a proposal from WSB to study the feasibility of a trail on Goodview Avenue North. The City's Trail Plan identifies a proposed trail along Goodview Avenue North. This gap in the trail system is often discussed by Commissioners, specifically between Egg Lake Road and Geneva Avenue North. Funding was received through an active living partnership project with Living Healthy Washington County and the Statewide Health Improvement Program (SHIP). WSB has provided an estimate for a feasibility study to include a wetland delineation, preliminary design, and project report of $17,000 with $10,000 being reimbursed by SHIP funds. The Parks Commission included $17,750 in their Parks Capital Improvement Plan for 2020 for this study. The wetlands would be delineated in the spring, stakeholders would be met with in the early summer and the preferred trail design would be discussed before the end of October. The Parks Commission recommends approval of the proposal from WSB for the Goodview Avenue North Trail Feasibility Study and the use of SHIP funds. LA Update on Services Provided by YMCA Council Member Becky Petryk will update Council with information on services provided by the YMCA. L.2 Update on the Yellow Ribbon Network Council Member Chuck Haas and Phil Klein 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. Adiournment Minutes HUGO CITY COUNCIL MEETING HUGO CITY HALL 14969 Fitzgerald Avenue North • Hugo. MN SS038 MONDAY. APRIL 20, 2020 — 7 P.M. Meeting held remotely pursuant to MN Statute Sec. 13D.021. ZOOM meeting ID # 947-5033-6477 Mayor Weidt called the meeting to order at 7:00 p.m. COUNCIL PRESENT REMOTELY: Haas, Klein, Miron, Petryk, Weidt OTHERS PRESENT REMOTELY: City Engineer Mark Erichson, Community Development Director Rachel Juba, Community Development Assistant Emily Weber PRESENT AT CITY HALL: City Administrator Bryan Bear, City Clerk Michele Lindau Recognition of Former Mayor and Fire Chief Joe (TJ) Marier Mayor Weidt asked for a moment to remember and send condolences to the Marier family on the passing of long time Hugo resident Joe Marier. Joe was a former Hugo Mayor, Fire Chief, owner of the feed mill, and a huge part of Hugo's history. Joe was 101 years old. Minutes for the April 6, 2020, City Council Meeting Klein made motion, Petryk seconded, to approve the minutes for the City Council meeting held on April 6, 2020, as presented. Roll call vote — all ayes. Motion carried. Minutes for the April 20, 2020, LBAE Meeting Klein made motion, Miron seconded, to approve the minutes for the Local Board of Appeal and Equalization meeting held on April 20, 2020, as presented. Roll call vote — all ayes. Motion carried. Approval of Agenda Weidt made motion, Klein seconded, to approve the agenda as presented. Roll call vote — all ayes. Motion carried. Update on COVID-19 City Response City Administrator Bryan Bear provided an update on how the City was responding to the coronavirus pandemic. The City continues to be under a state of emergency. No actions have been taken, but it puts the City in the act of readiness. He reviewed the rules for meetings saying the public is able to watch on cable, live streaming, and can call in. A call into staff prior to the meeting is preferred if wishing to provide comments or questions. Guiding principles are Hugo City Council Meeting Minutes for April 20, 2020 Page 2 of 6 to protect the health, safety, and welfare of the public, keep staff healthy, and the continuance of City services. Communication with health officials has been good, and the City is following their guidelines. He informed Council of the new carryout liquor law which allows liquor to be sold with food carryout service. Outdoor recreation is allowed as well as golf courses and shooting ranges with new outdoor recreation guidelines that can be found on the DNR website. These same guidelines are on signs posted by the City in all City parks. Property taxes are due May 15, and the County is considering waiving late penalties for 60 days for payments not escrowed through a mortgage company. The paving project with Lino Lakes for Cedar Avenue and Elmcrest Avenue is scheduled to begin this month, and the Goodview Avenue Improvement Project is out for bid for construction this summer. Work is still occurring on Water Tower No. 4 with completion expected in October. He talked about support for business available through Washington County Community Development and the Open for Business resource. Residents who need support can find it through the Lions Club, food shelf, YMCA, schools, churches, and other community service organizations. There is also help available through the County for residents having difficulty making mortgage payments. Consent Agenda Petryk made motion, Klein seconded, to approve the following consent agenda: 1. Approve Claims Roster 2. Approve Ordinance Rezoning Property at 15500 Keystone Avenue North (Charles and Marykay Haas) 3. Approve Resolution Approving Site Plan for Phase II at 13891 Forest Boulevard (TGK Automotive) 4. Approve Resolution Declaring Approval to Modify the Municipal State Aid Street System 5. Approve Hiring of Public Works Seasonal Employees Roll call vote — all ayes. Motion carried. Approve Claims Roster Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Resolution Approving Site Plan for Phase II at 13891 Forest Boulevard (TGK Automotive) Sullivan Day Construction had applied for site plan approval on behalf of TGK Automotive for an approximately 2,900 square foot building addition located at 13891 Forest Boulevard North. At its April 9, 2020 meeting, the Hugo Planning Commission considered the request and recommended approval request. Adoption of the Consent Agenda approved RESOLUTION 2020-19 APPROVING A SITE PLAN APPLICATION FOR PHASE II OF TGK AUTOMOTIVE LOCATED AT 13891 FOREST BOULEVARD NORTH. Hugo City Council Meeting Minutes for April 20, 2020 Page 3 of 6 Approve Resolution Declaring Approval to Modify the Municipal State Aid Street System Per State Aid Rules, a City is allowed to add and/or remove mileage annually, provided it meets necessary criteria. In an effort to maximize the construction needs of Hugo' s MSAS system and with the goal of strategically using the annual available allotment of State Aid funds to the City, staff recommended modifying the system by adding Finale Ave N. from 147ffi St. N. to Frenchman Rd. (CR 8) and 145th St. N. from Finale Ave. N. to Forest Blvd. N. (Hwy 61). Adoption of the Consent Agenda approved RESOLUTION NO. 2020 -20 DECLARING APPROVAL OF MODIFICATIONS TO THE MUNICIPAL STATE AID STREET SYSTEM FOR THE CITY OF HUGO, MINNESOTA Approve Hiring of Public Works Seasonal Employees Staff had requested authorization to hire/re-hire seasonal employees for the public works department. In the 2020 General Fund Budget, Council had approved funding for six seasonal employee positions. Two employees from the previous year wished to return; therefore, a total of four employees were needed to fill the six seasonal positions. With concerns over the COVID-19 pandemic, Public Works department staffing had been adjusted to minimize the exposure to the virus. As the weather changes towards a pattern that is more conducive to summer maintenance activities, the Public Works Department will need to transition back to full staffing levels. At that point, seasonal employees would be needed. Adoption of the Consent Agenda approved the rehiring/hiring of. Roland Guareschi, Marry Schwartz, Ryan Kranz, Carter Wagner, Cody Grahn, and Martin Jorgenson as seasonal employees. Approve Ordinance Rezoning Property at 15500 Keystone Avenue North (Charles and Marykay Haas) Council Member Chuck Haas removed this from the Consent Agenda. Charles and MaryKay Haas had submitted a zoning amendment request to rezone their property located at 15500 Keystone Avenue North from Long Term Agricultural to Agricultural. At its April 9, 2020. meeting, the Hugo Planning Commission considered the request and held a public hearing where there were no comments from the public. The Planning Commission recommended approval of the ordinance for rezoning to the City Council. Miron made motion, Klein seconded, to approve ORDINANCE 2020-499 AMENDING CHAPTER 90 (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LANDS LOCATED AT 15500 KEYSTONE AVENUE NORTH. Roll call vote - Ayes: Klein, Miron, Petryk, Weidt Abstain: Haas Motion carried. Hugo City Council Meeting Minutes for April 20, 2020 Page 4 of 6 Approve 2020 Stormwater Management Grant Agreement with RCWD- CSAH8 Water Reuse Project City Engineer Mark Erichson provided information on the CSAH 8 Stormwater Reuse Project. He presented a map showing the project location along CSAH 8, which extends from the western City limit to TH61. Erichson explained that approximately 4 million gallons would be pumped from the storm water pond, reducing the demand on the aquifer. Other benefits included reduction in water infrastructure needs, cost savings for irrigation users, water quality improvements and reduction in water volume to downstream water bodies (flood control). He explained that staff was recently notified that the City was successful in replacing the $60,000 Urban Stormwater Remediation Cost Share Program Grant from the Rice Creek Watershed District with a $100,000 Stormwater Management Grant from the Rice Creek Watershed District, bringing the total in secured grants for the County Road 8 Water Reuse agreement to $150,000. The total project cost is estimated to be $545,000. He talked about potentially expanding the project to include Lions Park, City Hall, Keystone Place, future Hugo Gardens apartments and the 147th Street and Finale Avenue right -of ways not yet constructed. Pipes and pumps could be oversized to accommodate this project expansion. The cost of this project would be a fraction of the cost of the CSAH 8 and it is felt a larger project could provide more grant opportunities. The 2020 Stormwater Management Grant Agreement indicates the project will need to be completed by October 31, 2022, which allows for additional time to look for additional funds. Klein made motion, Miron seconded, to approve the $100,000 2020 Stormwater Management Grant Agreement with Rice Creek Watershed District for the County Road 8 Water Reuse project. Roll call vote — all ayes. Motion carried. Council talked about the benefits of expanding the project. Erichson explained they have evaluated upsizing the project at a preliminary increase in costs of approximately $200,000 One - hundred thousand dollars could come from a RCWD grant and the rest through cost sharing with potential development. Staff will continue to look for additional funding. Update on 2021 Street Reconstruction Projects and Lions Park Improvements At the April 6, 2020, meeting, staff discussed with Council several items related to projects in the area of Lions Park. Council directed staff to update the City's CIP for Council review and provide an update at this meeting. City Administrator Bryan Bear talked about the potential efficiency of expanding the water reuse project, but there are coordination dilemmas with timelines. Staff will be providing an updated CIP in mid -May that will include the new Public Works facility, which will be close to going out for bids. Before that happens, the City will need to issue bonds. The downtown streets will be moved to 2021 and other streets project rearranged. The Hugo Garden Apartments project was proceeding, and staff was working with the development team to determine how costs will be shared for street construction and possibly for stormwater management and reuse. Hugo City Council Meeting Minutes for April 20, 2020 Page 5 of 6 An updated Lions Park feasibility study would revise the master plan, updated cost estimates and detail phasing. Since the park property is relatively flat, the topographical survey could be eliminated for now, reducing the cost of the feasibility study by $8,000. Bear explained the next steps would be design planning, possibly using a stakeholder's review process, in July -October. After that would be the formal process of drawing construction documents in November - February, putting the project on schedule to build in 2021. Cost estimates would be provided later and Council could decide then if, and when, they would like to proceed. The Council asked questions that initiated a discussion on phasing and funding, trying to predict the effect of the coronavirus. Bear explained that if Council approved a revised CIP with the downtown street project in 2021, a neighborhood meeting would be held because the project would include assessments. Effects of the virus could impact property values and may cause some foreclosures. The Public Works facility was a significant project with several financing steps that could impact next year's levy if revenue does not materialize. Bear explained it was the Finance Director's recommendation to hold off with spending where spending can be delayed. Staff was working to coordinate projects to reduce costs while keeping projects moving forward. The Hugo Gardens Apartment project could impact the timelines. The Finance Department was working on the bonding and funding for the Public Works project, and the bonding and funding for Lions Park would be done next year. The Council generally agreed that during the process, they would have an opportunity to reassess and revise plans as necessary. Weidt made motion, Klein seconded, to move forward with the feasibility study for Lions Park Master Plan. Roll call vote — all ayes. Motion carried Update on Adelaide Landing Playground Improvements At their February 3, 2020 meeting, the City Council approved a request for proposals for a playground to be installed in the new park in Adelaide Landing. Parks Planner Shayla Denaway reviewed the proposed playground amenities for the park that would include a large open space with stormwater ponding and trails on the approximate 50 acre site. A notification was sent to residents in the surrounding neighborhoods to invite them to help select the playground equipment at the Parks Commission meeting of April 15, 2020. In response to COVID-19 and social distancing, the Parks Commission meeting was held remotely. Four playground designers presented their proposals and several residents participated as well. In an effort to give more opportunity for residents to share their input, the final decision on the playground was postponed until the May 20, 2020, Parks Commission meeting. The playground proposals are available to view on the City's website as well as the meeting video. Update on the Yellow Ribbon Network Council Members Chuck Haas and Phil Klein provided an update on the activities of the Yellow Ribbon Network to date. Wild Wings hunt club members donated pheasants to military families. Haas shared information on donations the YRN received, some of the money going to families Hugo City Council Meeting Minutes for April 20, 2020 Page 6 of 6 struggling with impacts of COVID-19. Normal care packages assembly was not being done at this time, but they are able to keep shipping thanks to Amazon. Girl Scout cookies and 3M Command Hooks are being boxed up and shipped. He thanked the Hastings and White Bear Lake VFW who donated money for meals for military families in the area. Due to the virus, Burger Nights have been cancelled. Adiournment Klein made motion, Miron seconded, to adjourn at 8:04 p.m. Roll call vote — all ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk CITY OF HUGO, WASHINGTON COUNTY, MN MAYORAL DECLARATION NO. 2020-1 WHEREAS, Tom Weidt, the Mayor of the City of Hugo (the "Mayor") finds that under the authority provided by Chapter 12 and related laws of the State of Minnesota, the following situation (the "Situation") exists: PEACE TIME EMERGENCY DUE TO COVID 19 HEALTH PANDEMIC WHEREAS, on March 13, 2020, Governor Walz issued Executive Order 20-01 declaring a peace time emergency and coordinating Minnesota's Strategy to Protect Minnesotans from COVID-19; and, WHEREAS, The Governor's Executive Order along with this Declaration triggers activation of the City's emergency management plan and enables the City to exercise its emergency powers; and, WHEREAS, the Mayor fmds the situation presents a combination of circumstances that are sudden and could not have been anticipated; and, WHEREAS, the Mayor finds that conditions in the City of Hugo, Minnesota have worsened considerably as a result of the evolving Situation; and, WHEREAS, the Mayor finds that this Situation threatens the health, safety, and welfare of the citizens of the community, and threatens the continuation and efficient delivery of city services; and WHEREAS, the Mayor finds that the Situation poses a risk or may cause extensive personal injury, damage or disaster to the City if not immediately addressed; and WHEREAS, the Mayor finds that traditional sources of relief are not able to repair or prevent the injury or loss; and, NOW, THEREFORE, as the Mayor of Hugo, Minnesota, I declare that a local emergency exists effective 1:00 p.m. on March 18. 2020, in the City of Hugo, Minnesota, and directs as follows. 1. This declaration of a local emergency will invoke the City's Emergency Operations Plans and the Pandemic Response Plan. The portions that are necessary for response to and recovery from the Emergency are authorized, including but not limited to all appropriate community containment and mitigation strategies. To the extent normal state laws and city policies and procedures impede an efficient response or compliance with federal and state directives and recommendations, the City Administrator, Emergency Manager, and their designees are authorized to suspend compliance with those laws, policies, and procedures (as permitted by Minnesota Statutes Section 12.37) and to take those actions necessary to protect the public health, safety, and welfare. 2. Declares, under Minnesota Statues, Section 13D.021, that in person meetings of the City Council, Planning Commission, and other advisory commissions of the City of Hugo are not practical or prudent due to the COVID-19 health pandemic and the peacetime emergency declared by Governor Walz pursuant to Minnesota Statutes, Chapter 12, and hereby directs that meetings of the City Council, Planning Commission, and other advisory commissions of the City shall be conducted by telephone or other electronic means, and hereby directs City Staff to take such action as may be necessary to enable such meetings to occur via telephone or other electronic means pursuant to Minnesota Statutes, Section 13D.021, until such time as it is no longer impractical or imprudent for the City Council, Planning Commission, and other advisory commission to resume in - person meetings. 3. Requests that the City Council convene an emergency session at its earliest convenience to discuss the situation and this declaration. This emergency declaration shall continue for a period of three (3) days from its effective date of March 18, 2020, unless further extended by or with the consent of the City Council pursuant to Minnesota Statutes, Section 12.29. Tom Weidt, ayor ATTEST: Michele Lindau, City Clerk City of Hugo Claims May 4, 2020 G. 1 Vendor Invoice WH31837 16788313 363161078 2905367861 2905376153 $ $ i $ 1 $ $ Amount Description 437.69 Welcome to Hugo New Resident Bags 100.72 Fax Lines �5.99 Gauge Air Line Installation (FH) 2,213.30 _Salt for Snow & Ice Control 2,159.49 Salt for Snow & Ice Control Department Administration Administration Fire Dept Street Dept Street Dept Adventures in Advertising Allstream BlueTarp Financial Inc Cargill Incorporated Can; ill Incorporated COW Government Comcast XLP0927 4/12/2020 $ 1 $ 15.68 Headset 10.52 Business Cable thru May 21 AudioNideo Administration De Lae Landen Financial Services Inc 67602616 $ 311.37 April Copier Lease Payment Administration InnoGraphics Desi n Group Innovative Office Solutions LLC Innovative Office Solutions LLC 3694 $ 430.00 Spring Newsletter Des' n Partial Misc Unallocated IN2944064 $ $ $ $ $ $ $ $ $ 18.00 Ink Refill Buildin Inspections _ 151.76 Copy Paper JAdministration 100.00 Water Bacteria Testing Water Utility 85.00 April Pest Control Service CH Gen Gov't Bldgs 162.00 Hand Wipes Public Works 6.14 Ditch Maintenance Supplies Stormwater Fund 129.90 Trash Bags Parks Dept 605.00 April Cleaning Service Gen Gov't Bldgs 500.00 April Cleaning Service Public Works IN2944064 Instrumental Research Inc 2475 Lau hlin's Pest Control 34632 Legacy Sorbents & Supply Company 1348 Menards 36286 Menards _ Minnesota Cleaning Services Inc Minnesota Cleaning Services Inc 36286 0520HH01 0520HH03 0520HH03 Minnesota Cleaning Services Inc $ 225.00 April Cleaning Service Fire t Minnesota Cleanirq Services Inc 0520HH02 $ $ 100.00 April Cleaning Service - Hanifl 325.00 Annual Hoist Ins ection -De Parks Dept Public Works Olsen Chain & Cable Inc 652994 Press Publications 664754 $ 47.00 Remote Meetings Notice (COVID-19 Ordinances/Proceedings Quadient Inc 16044525 $ 139.73 Ink Cartridge Administration Quadient Leasing USA Inc I N8114026 $ 68.99 Meter Rental - March Administration Quadient Leasing USA Inc 1481140 66 $ 68.99 Meter Rental - April Administration Quadient Leasing USA Inc N8114026 $ 68.99 Meter Rental - May Administration Rehbeins Black Dirt 10114 $ 336.00 Black Dirt Plow Damage) Street Dept Sun Life Financial May $ 920.23 Disability Premium Finance Dept Verizon Wireless Washington County 1 9851879266 173809 $ $ 1,062.94 1,290.00 Cellular Phone Cha es Various S ecial Assessment Collection Fee General/Unallocated Total Claims for May 4, 2020 $ 12 095.43 Page 1 License/Permit Type: 2AM-500K+ Permit Number: 25037 DBA: Blue Heron Grill Blue Heron Grill Inc. 14725 Victor Hugo Blvd Hugo, MN 55038 Business Location 14725 Victor Hugo Blvd Hugo Minnesota Department of Public Safety Alcohol & Gambling Enforcement Division 445 Minnesota Street, 1600 St Paul , Minnesota 55101 651-201-7507 Renewal for 2am License/Permit Expiration Date: 5/16/2020 Business Telephone: 6512607520 If any of the above licensee information is not correct, please make corrections as necessary. Licensee must report previous 12 month on sale alcoholic beverage gross receipts by checking one of the boxes below. Next to the box you check is your 2 AM license fee. Make check payable to: Alcohol and Gambling Enforcement Division (AGED). Mail this application and check to address listed below. _ $300 2 AM license fee - Up to $100,000 in on sale gross receipts for alcoholic beverages 750 2 AM license fee - Over $100,000, but not over $500,000 in on sale gross receipts for alcoholic beverages 1000 2 AM license fee - Over $500,000 in on sale gross receipts for alcoholic beverages 200 2 AM license fee - 3.2% On Sale Malt Liquor licensees or Set Up license holders $200 2 AM license fee - Did not sell alcoholic beverages for a full 12 months prior to this application XYes _No Does the city or county that issues your liquor license allow the sale of alcoholic beverages until 2 AM? City Clerk/County Auditor Signature_ Date r (I certify that the city or gpunty-�f flAr approves the sale of alcoholic beverages until 2AM) �/ r'kV Licensee Signatureve a tF (I certify that hah a ve *quens truthfully and correctly) Date �Zz ] Licensee Minnesota Tax ID Number (Required): Qt 1 40_ NOT FEDERAL TAX ID Licensee: Prior to submitting this application to the Alcohol & Gambling Enfocement Division you must have this form signed by your local city or county licensing official License/Permit Type: 2AM-10OK-500V Permit Number: 14291 DBA: Sal's Angus Grill Saint Angus Grill Inc. 697 Grand Ave Center City, MN Business Location 12010 Keystone Ave N Hugo Minnesota Department of Public Safety Alcohol & Gambling Enforcement Division 445 Minnesota Street, 1600 St Paul , Minnesota 55101 651-201-7507 Renewal for 2am License/Permit Expiration Date: 5/6/2020 Business Telephone: 6514396625 If any of the above licensee information is not correct, please make corrections as necessary. Licensee must report previous 12 month on sale alcoholic beverage gross receipts by checking one of the boxes below. Next to the box you check is your 2 AM license fee. Make check payable to: Alcohol and Gambling Enforcement Division (AGED). Mail this application and check to address listed below. _ $300 2 AM license fee - Up to $100,000 in on sale gross receipts for alcoholic beverages X$750 2 AM license fee - Over $100,000, but not over $500,000 in on sale gross receipts for alcoholic beverages _ $1000 2 AM license fee - Over $500,000 in on sale gross receipts for alcoholic beverages _ $200 2 AM license fee - 3.2% On Sale Malt Liquor licensees or Set Up license holders _ $200 2 AM license fee - Did not sell alcoholic beverages for a full 12 months prior to this application _ Yes _No Does the city or county that issues your liquor license allow the sale of alcoholic beverages until 2 AM? City Clerk/County Auditor Signature Date (I certify that the city or county of approves the sale of alcoholic beverages until 2AM) Licensee Signaturw��4/�,,_ (I certify that I hav n edth4 above questions truthfully and correctly) Date- ZCi-Zd. Licensee Minnesota Tax ID Number (Required): NOT FEDERAL TAX ID Licensee: Prior to submitting this application to the Alcohol & Gambling Enfocement Division you must have this form signed by your local city or county licensing official CULVERT MAINTENANCE AGREEMENT Between the Rice Creek Watershed District and City of Hugo This Maintenance Agreement ("Agreement") is made by and between the Rice Creek Watershed District, a watershed district with purposes and powers set forth at Minnesota Statutes Chapters 103B and 103D and a drainage authority pursuant to chapter 103E of the laws of the State of Minnesota (RCWD), and the City of Hugo, a Minnesota Municipal Corporation ("City"). Recitals and Statement of Purpose WHEREAS pursuant to Minnesota Statutes § 103D.345, the RCWD has adopted and implements Rule I, "Drainage Systems"; WHEREAS RCWD Rule I imposes certain requirements to ensure a structure placed within the bed of a drainage system is maintained to perform as designed; WHEREAS as a part of a bridge crossing approved under Permit #18-119, the permittee is installing two culverts in a private drainage channel, subject to requirements of RCWD Rule I; WHEREAS the City assumes the responsibility to maintain the culverts, pursuant to an intended dedication of the bridge and, in accordance with RCWD Rule I and as a condition of Permit #18-119, must maintain the structures in perpetuity; WHEREAS the City and the RCWD execute this Agreement to fulfill the maintenance condition of Permit #18-119, and concur that it rests on mutual valuable consideration and is legally binding; THEREFORE: 1. The City, at its cost, will maintain the structures labeled on Exhibit A as Culverts. 2. The City will inspect the culverts at least annually. 3. The City will maintain each structure in good repair so that flows are maintained in material accordance with RCWD-approved plans incorporated into Permit #18-119. 4. The City will repair scoured, eroded or unstable conditions resulting from the structures as promptly as weather and seasonal conditions allow and will remedy hydraulic or navigational obstruction resulting from the entrainment of vegetation, debris or other materials by the culverts. Nothing in this Agreement imposes on the City any obligation of the drainage authority under drainage code (Minnesota Statutes Chapter 103E). 5. If a structure is not being maintained in accordance with this agreement, the RCWD may give written notice detailing the deficiency. If the deficiency has not been corrected within thirty (30) days after receipt of this notice (in the case of a deficiency which is reasonably curable within 30 days), or arrangements reasonably deemed adequate by the RCWD have not been made within that period (for deficiencies which are not reasonably curable within 30 days), then the RCWD upon final further notice may take steps that it deems reasonable to correct the deficiency, and may have access to the Property during reasonable times for that purpose. The RCWD will provide notice before entry and exercise reasonable care to avoid damage to the Property. Within thirty (30) days of receipt of invoice the RCWD shall be reimbursed for all costs reasonably incurred in correcting the deficiency, including administrative costs and reasonable attorney fees. 6. Each parry agrees that it shall be responsible for its own acts and omissions and those of its inspectors and the results thereof to the extent required by law and shall not be responsible for the acts and omissions of the other party and the results thereof. Both parties' liability shall be governed by and limited to the tort liability provisions found in Minnesota Statutes Chapter 466, as amended from time to time, and any other application of law(s). This provision shall survive any termination of this Agreement. Each party shall be responsible for its own insurance. In the event of any claim or action filed against the parties jointly or separately for any act or omission of a party under this Agreement, nothing in this Agreement shall be construed to allow a claimant to obtain separate judgments or stack separate statutory liability caps from the parties jointly or separately. This Agreement is intended to limit the liability of the Parties individually and jointly. 7. Each party will defend, indemnify and hold harmless the other party, its board and council members, employees and agents from any and all claims, suits, liabilities and damages for bodily injuries, including death, and property damages, including loss of use, to the extent resulting from any negligent or willful act or omission by itself, its employee or agent under this Agreement. Nothing herein creates any duty of care in either party for the benefit of any third party, or waives or otherwise affects any immunity, defense or liability limit that either parry enjoys under law. 8. Any notice under this agreement shall be sent by certified mail, return receipt requested, or delivered to the following address: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 Permittee may change this address by a certified letter to the RCWD referencing the permit number. 2 9. This Agreement is in force for five years from the date on which it is fully executed and will renew automatically for five-year terms unless terminated by the parties. This Agreement may be amended only in a writing signed by the parties. 10. The recitals are incorporated as a part of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. RICE CREEK WATERSHED DISTRICT By Date: RCWD Administrator, Nicolas Tomczik CITY OF HUGO By: Date: City Administrator, Bryan J. Bear Exhibit A [SITE PLAN/MAP WITH STRUCTURE LABELLED] 7 02020 Westwood Professional Services, Inc. 135TH STREET N TH INCIDENTAL TREE REMOVAL ^T^^ &rREGRADING•DUE TO /E1 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM -t 0 Co 10 10 c, 1.1 Co In Co 1.1 Co In 0o N N MV1 00 (a rno 01G0 INN CIW if1N 7N CIN W90 �90 1P ISM `'10 MN N� OM O(0 ON N� ON oO oO 0m �c6 Wr; ^^ ^^ ro� Zo ai0 Wd rod aio oDm �od aim �^ .0 aid .4 .4 as Mn Mn MM CM NM NM] Nn Nn Nn Nn N7 NQ NQ Nn Nn Nn NM] NIn NIn Nn Nn MMy 955 955 . .CBMH 316. . (SEE BELOW) . 60.00' V0: - 90.00' VIC H.P. ELEV-= 939.70 29` - 15" RCP H.P. ELEV = 940.72 .CBMH 209 H.P. STA '= 11+15.54 : 'CL 5 41.007 H.P. STA 6+13.21 SBA 1+35 950 PVI STA 11+05.00 PM STA = 6+10.00 950 . PVI .ELEV .=. 939.82 100.00' VC CB31J PVI ELEV = 941.03 RE-=-933.95 . A.D. _ -1.857 L.P.-ELEV _ 937.58. STA 9+01 A.D. =-2.80%: 1E (S) = 930.65 K = 32.43 RE = 937.14 K=32.14 - iE(N) = 930.65 L.P. STA = 9+00.98 29' - 15" RCP PVC = 10+75.00 IE (S) = 933.14 PVC = 5+65.00 D = 3.30 PVI STA = 9+00.00 5 0 0.33% 945 PVT = 11+35.00 PVI ELEV 937.26 D = 4.00 PVT 6+55.00 ..ELEV =-939-.45 .. ..... .. ...STAH6+25 .. ... ELEY.=.940.36 .................90.00, VG... ..........945 A:D. 255%ELEV = 939.64 K =:39.22 I:' .RE = 940.45 ELEV = 940.45: L.P, ELEV = 934.39K�Cl- B 210 PVC 8+50.00 . IE (SE) = 934.10 - L.P.. STA = 1+34.75 .E BELOW) . PVT = 9+50.00 h IE (NE) 934.10 PVI STA = 1+55.00 . ELEV = 937.91 [ D = 6.35 PVI ELEV 934.21 940 ELEV 937.89 A.D. = 2.07% 940 ..... - -K -_-43.50- - PVC = 1+10.00 PVI. STA. =.1+00.00 1-25Z1.30% PVT = 2+00.00 PVI ELEV := 934.52 1.50% ELEV = 934.46 . 105'� - 18" RCP . ELEV 934.88 . . CL .5 ® -0.48% : CBMH 214 :. 935 935 FES ss1 STA 5+04 . F �928.50 - FES 550 RE = 939.00 ... .. ....�7% . = IE = 928.00 122' 15" RCP IE (NE) - 934.71 �I . CL 5 0 0.50% IE (NW) = 934.71 / 221' - 15 RCP CBMH316 - - OCS501 (SEE DETAIL) D = 4.29 CL 5 0 0: % STA 9+01 i RE HIGH: = 933.00 - 'I - -- 930 --- >---- RE 937.14 + REbOW - 932.00 -- i/ 930 _ IE (N) = 932.85 I� i.,��TOP OF�YAL(= 928.00 ------ .. 0 -T- ----- --. '� �I�(WN = 932.85 V �� 6" ORIFICE = 925.50-------- ----- � CB 210 STA 11+22 - - - D = 4.29- - '�-� IE (N) = 925.47- 29' - 15" RCP STA 1+35 RE = 939.41 - - � 17' - 18" RCP IE (S) 925.47- - CL 5 0 1.Do% RE - 933.95 IE (W) = 932.65 \ CL 5 ®0.16% IE (N) = 930.75 925 925 IE (E) = 932.12 ... .... ... ... .. 105- 18" RCP CB-215 ... ... ... .. D = 3:20 .... ... ...... IE (N) = 931.92 CL 5 0 0.16% : STA 5+04 D.= 7.49 FES 502. FES 500 :-CBMH 214 :- IE (SW) 939.00 935.00. . IE := 925.50 IE = 925.30 .:(SEE ABOVE) - D 4.00 nnn .�..-.._.-._..-.._.-._.. 12 11 10 Westwood Plena (952193y:1850 12701 Whitewater DH-SWW a300 Fa% (952193]-5822 Minnetonka, MN 55343 Te1Ree (888)937-5150 wesnwoodp- Westwood Professional Services, Inc 9 8 7 6 OCS 501 & ASSOCIATED PIPE PREVIOUSLY INSTALLED BY OTHERS I bueby o y dw dae pb n wu PreP w by m w wd s a'"ttl wpavi"i"n vW - 1 . a -y R ,e PROP S 10- arJGc¢-ice 03 18 20 CITY COMMENTS John Bender new 03/18/20 Clone No. 433% 5 4 IHB Prepared for: CM1eokeL 1HB Do- CfY Remrd C rawiva by/date: 3 2 0P5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 U Adelaide Landing 5th Addition 0' _ 100' 150' Latest Revision Date: 03/18/20 0008463.055702.dwc Date: 01/09/20 sheet: 9 OF 19 Street and Storm Sewer Construction Plan MAINTENANCE AGREEMENT Waterbody/Channel Crossing Between the Rice Creek Watershed District and City of Hugo This Maintenance Agreement ("Agreement") is made by and between the Rice Creek Watershed District, a watershed district with purposes and powers set forth at Minnesota Statutes Chapters 103B and 103D and a drainage authority pursuant to chapter 103E of the laws of the State of Minnesota (RCWD), and City of Hugo ("Permittee"). Recitals and Statement of Purpose WHEREAS pursuant to Minnesota Statutes § 103D.345, the RCWD has adopted and implements Rule G, "Crossings of Natural & Artificial Conveyance Systems," and Rule I, "Drainage Systems"; WHEREAS RCWD Rule G imposes certain requirements to ensure a structure placed within the bed of a drainage system is maintained to perform as designed; WHEREAS as a part of the work approved under Permit 19-077, Permittee is installing a structure within a judicial ditch subject to requirements of RCWD Rule G. WHEREAS in accordance with RCWD Rule G and as a condition of Permit 19-077, Permittee must maintain the structure in perpetuity, and its obligation to do so must be memorialized by a maintenance agreement; WHEREAS Permittee and the RCWD execute this Agreement to fulfill the maintenance condition of Permit 19-077, and concur that it is binding and rests on mutual valuable consideration and is legally binding; THEREFORE: 1. The City, at its cost, will maintain the structure labeled on Exhibit A as Judicial Ditch 3 Elmcrest Avenue Culvert. 2. The City will inspect the structure at least annually. 3. The City will maintain the structure in good repair so that flows are maintained in material accordance with RCWD-approved plans incorporated into Permit 19-077. 4. The City will repair scoured, eroded or other unstable conditions resulting from the structure as promptly as weather and seasonal conditions allow and will remedy hydraulic or navigational obstruction resulting from the entrainment of vegetation, debris or other materials by the culvert. Nothing in this Agreement imposes on the Permittee any obligation of the drainage authority under drainage code (Minnesota Statutes Chapter 103E). 5. If the structure is not being maintained in accordance with this declaration, the RCWD may give written notice detailing the deficiency. If the deficiency has not been corrected within thirty (30) days after receipt of this notice (in the case of a deficiency which is reasonably curable within 30 days), or arrangements reasonably deemed adequate by the RCWD have not been made within that period, then the RCWD upon final further notice may take steps that it deems reasonable to correct the deficiency, and may have access to the Property during reasonable times for that purpose. The RCWD will provide notice before entry and exercise due care to avoid damage to the Property. Within thirty (30) days of receipt of invoice the RCWD shall be reimbursed for all costs incurred in correcting the deficiency, including administrative overhead and reasonable attorneys' fees. 6. Each party agrees that it shall be responsible for its own acts and omissions and those of its inspectors and the results thereof to the extent required by law and shall not be responsible for the acts and omissions of the other party and the results thereof. Both parties' liability shall be governed by and limited to the tort liability provisions found in Minnesota Statutes Chapter 466, as amended from time to time, and any other application of law(s). This provision shall survive any termination of this Agreement. Each party shall be responsible for its own insurance. In the event of any claim or action filed against the parties jointly or separately for any act or omission of a party under this Agreement, nothing in this Agreement shall be construed to allow a claimant to obtain separate judgments or stack separate statutory liability caps from the parties jointly or separately. This Agreement is intended to limit the liability of the Parties individually and jointly. 7. Each party will defend, indemnify and hold harmless the other party, its board and council members, employees and agents from any and all claims, suits, liabilities and damages for bodily injuries, including death, and property damages, including loss of use, to the extent resulting from any negligent or willful act or omission by itself, its employee or agent under this Agreement. Nothing herein creates any duty of care in either party for the benefit of any third party, or waives or otherwise affects any immunity, defense or liability limit that either party enjoys under law. 8. Any notice under this declaration shall be sent by certified mail, return receipt requested, or delivered to the following address: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 Permittee may change this address by a certified letter to the RCWD referencing the permit number. 9. This Agreement is in force for five years from the date on which it is fully executed and will renew automatically for five-year terms unless terminated by the parties. This Agreement may be amended only in a writing signed by the parties. 10. The recitals are incorporated as a part of this Agreement. 2 IN WITNESS WHEREOF, the parties hereto have executed this Agreement. RICE CREEK WATERSHED DISTRICT 30 RCWD Administrator, Nick Tomczik City of Hugo Date: By: Date: City Administrator, Bryan J. Bear Exhibit A ELMCREST AVENUE NORTH LOCATION 4=038°32'00" L=221.936 R=330.000 moo \ C6=N25°13'06"W C=217.78 - w z \sy� CONSTRUCTION LIMITS w sOn Al 1'GRAVELSHOULDER SND eon 3 svo t� \ n10 O AID 0 4" DOUBLE SOLID LINE TART LAKERD ` — AID D YELLOW MULTI COMP ` 65+ �— n1O to nm s 24' EDGE TO EDGE GRADE TO DRAIN \ AID AID o'SP -- ---___ 1��--rK AID 2.5 CY RIP RAP CL 3 \ 66 00 ATj �_ niO �0�—AB-9 67+00 \-` u3 � ---------- niO � ni on 5100 \CDHE — OE� / —-----_--_- 68+00 _%LLB ----------------- nio — ion HE NO OH _ 69+00 — vo 3 y0Hc -----_ _ -_---------------- OHE q xOHE OHE — -- --�3 =bJ _ 70+0CYD 0 OHE OOHE---_---- �� N.O n + x offHE ✓ — --_-- ----- O (fl CONSTRUCTION LIMITS \ 1' GRAVEL ANTI SEEPAGE BLOCKS 5101 oHE) SHOULDER (n r09 (INCIDENTAL - SEE NOTE 2) ` OHE CD LLI Z I J J W GRADE TO DRAIN C) (n N 0=043°}s '20" H W (n Cl) L=314.063 R=410.�Q0 CONSTRUCTION NOTES: Q Lu LLI V22°32'26"W C=306A \ �. 1. 48" CP PIPE TO BE BEDDED WITH FINE AGGREGATE BEDDING 2 cn LEGEND Z W 0 30 60 (MN/DOT SPEC. 3149.2.G.1); MINIMUM 6" BELOW PIPE WITH J W MINIMUM 12" ABOVE AND ON EITHER SIDE (INCIDENTAL). BITUMINOUS PAVEMENT CONCRETE CURB & GUTTER = SCALE IN FEET 2. ANTI SEEPAGE BLOCKS ARE INCIDENTAL AND TO BE (TYPICAL) CONSTRUCTED OF EXISTING ON -SITE CLAY MATERIAL; 2' THICK, 0— PROPOSED STORM SEWER H W 0 5 10 6' HIGH AND SPANNING THE WIDTH OF THE UTILITY TRENCH. CONCRETE PAVEMENT Q W o V' PROPOSED CATCH BASIN In SCALE IN FEET RIGHT-OF-WAY — — — CONSTRUCTION LIMITS PROPOSED CATCH BASIN MANHOLE 935 SUBGRADE CORRECTION F INSTALL SALVAGED SIGN (BY OTHERS) — O N 935 GRADE DITCH O M CHANNEL EXCAVATION + H n w W 930 PVIS:69+01.25 F_ a) 930 CD CD PVIE:915.33 Lu O M PVIS:67+01.25 AD:0.54 Lu Z Lu to + I— PVIE:915.33 K:280.00 J 925 (a w AD:0.30 15o.00'vc = 925 Q = K:500.0o BVCS:68+26.25 U F_ co 150.00' VC BVCE:915.33 L) U) LU BVCS:66+26.25 EVCS:69+76.25 Lu Lu BVCE:915.11 EVCE:915.73 920 Z cn EVCS:67+76.25 LP STA:68+26.25 920 J EVCE:915.33 LP ELEV:915.33 _ = HP STA:67+76.25 — H HPELEV:915.33------- 915 Q 0.00 io 0.54i - ----- -------------- 915 - w Lu4:1 EXISTING 48" HDPE PIPE ¢ z n o p 910 INV: 904.25 °D _ ,°�'r cc�a °+°���a 910 T SUITABLE EXCAVATED MATERIAL m � 0 0 \ m N, w y 10 N m U W Q �, - W AS DIRECTED BY THE ENGINEER I I r N Z V r/ \\ M Z v m _ m \ 3 905 MC / \ 5101 905 - — — — — — — — —7 48" CP PIPE CULVERT 9OO INV:903.60 — 9OO PROPOSED 4 ELEVATION 64' - 48" P PIPE EXISTING (L ELEVATION CULVERT @ 0.08% 895 895 OD a M O OD O M O O n O N h MM ah t m �o aO MM Z a u-u-2ro 6 r �C6 Oof oNch 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+45 c ITY ❑F LNG KE5 CITY s7F s es. ieoa wsb WSB PROJECT NO.: 013907-000 SCALE: DESIGN BY: AS SHOWN DJE PLAN BY: CHECK BY: THC ECY U) Z O Ln W !Y zz. w r� m Z�< P Z. g�r?vo a °=zz r z z wz 6 ~gz¢g<zLL x r a yN W a LL A w ¢ - K O N o w�aa= Y O = LL o ww wxww3 KU 2 ¢ _o�� s p U) Z W Lu w Lu > Y w 0 Q H ULLJ OO U) O Z LL, Z Qua 0 LL_Z Lu 0 U O_ w U Q Q Lu STREET CONSTRUCTION PLAN SHEET 31 OF 66 0 U (7 Z w 00 rn 0 00 co OD N 0 Z J a a t— Z a 0 0 N w w w to 0 W oo wsb April 16, 2020 Honorable Mayor and City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Construction Pay Voucher No. 9 Water Tower No. 4 City of Hugo, MN WSB Project No. 03288-190 Dear Mayor and Council Members: Please find enclosed Construction Pay Voucher No. 9 for the above referenced project in the amount of $119,733.25. The quantities completed to date have been reviewed and agreed upon by the contractor, and we hereby recommend that the City of Hugo approve Construction Pay Voucher No. 9 for CB&I, LLC. The amount indicated above reflects work certified through April 14, 2020, with a 5% retainage applied. Please include one executed copy with the payment to CB&I, LLC and return one executed copy to our office for our file. If you have any questions or comments regarding this voucher, please contact me at (651) 286-8463. Thank you. Sincerely, WSB Mark Erichson, PE Sr. Project Manager Enclosures cc: Scott Anderson, City of Hugo Heather Blume, CB&I, Inc. kkp K:\03288-190\Admin\Construction Admin\Pay Vouchers\03288-19 LTR PV9 to City 041420.docx CITY OF HUGO 14669 Fitzgerald Avenue North w5038 sb'' Hugo, - Water Project 03288-190 -Water Tower No. 4 Pay Voucher No. 9 Contractor: CB&I, LLC City Project No. NA PO Box 84627 For Period: 2/29/20-04/14/2020 Dallas, TX 75284-6217 Contract Amour Original Contractl $ 3,510,500.00 Contract Changes $ (22,000.00) Revised Contractl $ 3,488,500.00 Work Certified to Date Base Bid Items $ 2,084,495.78 Backsheet 0 Change Order 0 Supplemental Agreement 0 Work Order 0 Material on Hand 0 Total) $ 2,084,495.78 Work Certified This Pay Voucher Work Certified to Date Less Amount Retained Less Previous Payments Amount Paid This Pay Voucher Total Amount Paid to Date $ 126,035.00 $ 2,084,495.78 $ 104,224.79 $ 1,860,537.74 $ 119,733.25 $ 1,980,270.99 Percent retained 5% Amount Paid This Pay Voucher $ 119,733.25 This is to certify that the items of work shown in this certificate of Pay Voucher have been actually furnished for the work comprising the above mentioned projects in accordance with the plans and specifications heretofore approved. Approved By: W/SSB Approved By: CB&I, LLC Project Engineer Contractor April 16. 2020 Date Approved By: City of Hugo City of Hugo Date 04/14/2020 Date K:103288-1901AdminlConstruction AdminlPay Vouchersl Page 1 of 3 03288-190 PV9 0414209 Cover PROJECT PAYMENT STATUS OWNER: CITY OF HUGO CONTRACTOR: CB&I, LLC CHANGE ORDERS No- nnta ne .,+o,. Project 03288-190 - Water Tower No. 4 1 07/02/19 Mega -Lug Series connections and change to shop blast and prime ($22,000.00) Total Change Orders ($22,000.00) PAYMENT SUMMARY Current Total No. From Tn Pwmant 0.,+. Total Amount 1 12/18/19 02/15/19 $108,025.09 $5,685.53 $113,710.62 2 02/16/19 04/30/19 $129,630.12 $12,508.17 $250,163.36 3 05/01/19 06/01/19 $239,544.04 $25,115.75 $502,315.00 4 06/01/19 07/01/19 $450,618.96 $48,832.54 $976,650.76 5 07/02/19 08/23/19 $402,779.28 $70,031.45 $1,400,628.94 6 08/24/19 09/30/19 $226,852.70 $81,971.06 $1,639,421.25 7 09/30/19 12/19/19 $76,600.59 $86,002.67 $1,720,053.45 8 12/20/19 02/28/20 $226,486.96 $97,923.04 $1,958,460.78 9 02/29/20 04/14/20 $119,733.25 $104,224.79 $2,084,495.78 Material on Hand Total Payment to Date $ 1,980,270.99 Original Contract $3,510,500.00 Total Retaina e to Date $104,224.79 Change Orders $22,000.00 Total Amount Earned to Date $2,084,495.78 Revised Contract Amount $3,488,500.00 K:103288-1901AdminlConstructlon AdminlPay Vouchers) Page 2 of 3 03288.190 PV9 0414209 Summary O CV 0 N O -q W W 2 U) J Q W a ° rrl 0 0 0 ❑ O Lri O o 0 0 (D 00 O ++ C N n c`") O LC) C 7 CA O E a 603, (.4 cc in CD z 0 CY p co N Cl) N N tv L V Ln co O a O > > CO N O QI a Ea F» U') 69. H m V o M 7 a O > 0 0 0 0 v= N 0 N 0 L`e = 00 o co 0 C O C6 'ct Ni co - UQ M ta 69 69 69 O O Lx7 O d u Ln r- O v CV E» 0 0 C oo E» 0 a co cri C N 69 � M V ate+ U C Q O LLO LLO U J J J < D W C; z d OLLI W ~ U CD W U y p Q Z J Z J f0 CO Ir H Ill W W O U rn J Q W W W W ' N �p � U U d 00o Wp Q Zp W Z O W 0 W c Q Z w U J m aW(D �j NW oF- E 2 J FW- W W w a 0- = J Q Z U p U p U� # N M to F- ui to co co O N 60 O O ui Cl) O t0 N T 6r> O O ui Cl) O CO N T 6-1 cM 0 M O m N CL AftCB&I LLC - Steel Plate Structures 2107 Research Forest Dr., Floor 4 The Woodlands. TX 773Rn MAIL TO: SOLD TO: WSB Engineering City of Hugo, MN 178 East 9th St. Suite 200 14669 Fitgerald Ave St. Paul, MN 55101 Hugo, MN 55038 Attn: Greg Johnson Scott Anderson Ph. 612-209-0140 651-762-6326 Email: 'ohnson w beng sanderson@ci.hugo.mn.us Job Location: Hugo, MN WSB # 03288-190 CBI # 235318 INVOICE INVOICE NO. 235318-09 APPLICATION NO. 9 INVOICE DATE 04/14/20 DUE DATE 05/14/20 TERMS Net 30 A/P VENDOR NO.0 Work From Date: 02/29/20 Work Thru Date: 04/14/20 CBI Contract No. 374235318 CBI Customer No. 9334058 Project Manager Lance Jansen DESCRIPTION Original Contract Price $3,510,500.00 1500 MG CET/ 81' x 45'HR'TWR (146.333' TCL - HOISTED) Change Order ($22,000.00) Total Contract Price $3,488,500.00 TOTAL UNITS UNITS OF TOTAL OR % Schedule of Values MEASURE UNITS TOTAL PRICE COMPLETE AMOUNT DUE 1 INSURANCE AND BONDS LS 1 $79,500.00 100% $79,500.00 2 ENGINEERING & APPROVAL LS 1 $346,500.00 95.0% $329,173.45 3 TANK MATERIAL LS 1 $502,300.00 75% $376,725.00 4 TANK FABRICATION & SHIP LS 1 $517,275.00 50% $258,787.33 5 SITE PREPARATION / MOBILIZATION OF EQUIPMEl' LS 1 $20,000.00 100% $20,000.00 6 CIP 12" CONCRETE PILING DELIVERED LF 5850 $234,000.00 2340.00 $93,600.00 6.1 CIP 12" CONCRETE PILING DRIVEN LF 5850 $14,625.00 2340.00 $5,850.00 6.2 CIP 120' DEEP=12" CONCRETE TEST PILE EACH 1 $13,000.00 1.00 $13,000.00 7 DRILLED PIER INSPECTION LS 1 $20,000.00 100% $20,000.00 8 FOUNDATION CONSTRUCTION LS 1 $468,600.00 100% $468,600.00 9 SHAFT ERECTION LS 1 $420,300.00 100% $420,300.00 10 TANK ERECTION LS 1 $209,600.00 10% $20,960.00 11 TANK PAINT - GROUND LS 1 $325,000.00 0% $0.00 12 TANK HOIST / ROOF LS 1 $95,000.00 0% $0.00 13 TANK PAINT - AIR LS 1 $97.300.00 0% $0.00 14 STERILIZE AND TEST LS 1 $1,000.00 0% $0.00 15 ELECTRICAL LS 1 $125,200.00 0% $0.00 16 FINAL SITE WORK LS 1 $21,300.00 0% $0.00 C01 Credit LS 1 ($22,000.00) 100% ($22,000.00) $3,488,500.00 60% $2,084,495.78 Progress Completed to Date $2,084,495.78 Less: Retention 5% $104,224.79 Total Amount Billed to Date $1,980,270.99 Less: Amount Previously Invoiced $1,860,537.74 REMITTANCE /PAYMENT INFORMATION: Current Amount Due $119,733.25 Regular Mail: Overnight Mail: Harris Bank EFT Instructions: CB&I Storage Tank Solutions LLC BMO Harris Bank Account Name: CB&I Storage Tank Solutions LLC PO Box 675084 Attn: Conduent Processing Lockbox #675084 Bank: Harris Bank Dallas, TX 75267-5084 12720 Hillcrest Road, Suite #115 ABA No.: 071000288 Dallas, TX 75230 Swift Code: HATRUS44XXX Location: 111 West Monroe Street, Chicago, IL 60603 Acct Number: 2073252 Questions Regarding Invoices Contact: USAinvoicing(cDmcdermott com (n W t7 Q a O LL W z O W C� Q a 0 n W U 0 O Q Q r 0 C 0 p w U X w Q W Z Ix w Z Z O F= _y O W U O 0 O O O O O O co -- M LO 0) "T N ` co m 00 N Cl) CDO O O O W W O Z Z F-H Z lJl W Z U 0 0 Q w o Ix m Z_ (aj LL H I a m Y Y 4. a.z U Q o 0 �: 3 O w U U W O w a Ir LLI 2 O H D U 00 M LO Cl) N m > Z Q 00 -0 M m LO C) O LO cZc � C o °' o O O O N O) C O C � U)LO w y Z w z m °� o Zc w Wm � lvJ 'm^ W CU W U Q U) 00 O > (A 2 J U H il) Cl) Cl) (O V O �> O U- H O OD p n Cl) j N LXL� X Q 0 r U) N 00 d U ui m U O J O 00 iD CO _O N 0 O LO Z U N H U. 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Contract Number: 374235318 We, having been engaged by you to perform work in the construction of at job location site: 1500 MG CET/ 81' x 45'HR'TWR (146.333' TCL - HOISTED) Hugo, MN in accordance with the Agreement Signed/Effective Date of 12/19/18 certify that we have fully paid for all work, labor, material, supplies and equipment furnished to date by us, or by our subcontractors, or material men then due and owing. In consideration of payments to us of: $119,733.25 for the following invoice(s), Invoice Number Invoice Amount Work Thru Date 235318-09 $119,733.25 04/14/20 we hereby release to the extent of payment for said invoice(s) any and all lien, or claim of lien or right of claim of lien, on account of labor and/or material furnished in the performance of our work. This partial waiver of lien is limited to the work included in said invoice(s), and this waiver does not extend to any labor and/or material furnished by us on prior or subsequent invoice(s). Executed this 14th day of April, 2020. AIR Administrator CB&I LLC (SPS Division) Subscribed and sworn to before me this 14th day of April, 2020. �Y Pie Stephanie Chavez i! Gp My commission Expires Nota P bhc P 10r2/2021 ry ID Noo31 131332351 �OFt Agenda Number: H.1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: CPDC- Pratt -Oakwood, LLP. Easement Vacation Public Hearing DATE: April 29, 2020, for the City Council Meeting of May 4, 2020 1. PROPOSED MOTION: Move approval of the attached notice vacating the drainage and utility easements located 2. DESCRIPTION OF REQUEST: The applicant is requesting a vacation of the existing drainage and utility easement located over Outlot B and C, Oneka Place 3rd Addition. The outlots will be final platted for the development of Oneka Place 4th Addition. New drainage and utility easements will be placed on the lots and outlots at the time the final plat is recorded. Staff is comfortable with the applicants requests to vacate the drainage and utility easements. 3. RECOMMENDATION: Staff recommends that the City Council approve the notice to vacate the drainage and utility easement located over Outlots B and C, Oneka Place 3rd Addition. Attachments: 1. Notice Vacating Drainage and Utility Easement 2. Location Map 3. Drainage and Utility Easement Vacation Plan NOTICE OF COMPLETION OF VACATION PROCEEDINGS FOR THE VACATION OF A DRAINAGE AND UTILITY EASEMENT OVER A PARCELS LOCATED WEST OF ONEKA PARKWAY NORTH AND NORTH OF ETHAN TRAIL NORTH PLEASE TAKE NOTICE that the City Council for the City of Hugo has, on the 4th day of May, 2020, completed the proceedings for the vacation of the Drainage and Utility Easement on property legally described as follows: Outlots B and C, Oneka Place 3a Addition Dated this 4th day of May, 2020 Bryan Bear, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public, personally appeared BRYAN BEAR, City Administrator of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and BRYAN BEAR, City Administrator, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public This Instrument was drafted by: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 I -C Right of Way Roads Hugo Border Parcel Boundary N Oneka Place 3rd Addition Easement Vacation Location Map 0 400 Hugo, MN Feet 1 in = 400 feet 02018 Westwood Professional Services, Inc. ,UTL 0 Ta ►1 Easement Vacation Description: The Drainage & Utility Easement as dedicated over all of Outlot B and Out/ot C, ONEKA PLACE 3RD ADDITION, according to the recorded plat thereof, Washington County, Minnesota. Easement to be Vacated WeA%%vc d Prepared for. Mon, (9521937-5150 12701Wh,t.—terorive,8,itek300 ` CPDC—Pratt—Oakwood LLC Partnership Fez (9521937-5822 M —t—n , MN 55343 Denrr SIM Tarr„ (888)937-5150 weMwoedpamm 3500 Willow lake Blvd, Suite 100 WrCaod P -1 & MrACK h1 ���/due/due Vadnais Heights, MN 55110 Oneka Place 4th Addition X Not to Scale Due: 3/17/2020 seat 1 or 1 Easement Vacation Sketch Exhibit Agenda Number 1.1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: CPDC — Pratt — Oakwood, LLP. Oneka Place 4th Addition Final Plat and Development Agreement DATE: April 29, 2020, for the City Council Meeting of May 4, 2020 REVIEW DEADLINE: May 17, 2020 (60-days) 1. PROPOSED MOTION: Move to approve the resolution approving the Final Plat and Development Agreement for Oneka Place 4th Addition. Approval of the Final Plat and Development Agreement requires a 3/5 vote of the City Council. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of a final plat and development agreement to plat 63 residential lots and 2 oultlots from the Oneka Place preliminary plat. This will develop 25.5 acres in property legally described as Outlot L, Oneka Place and Outlots B and C, Oneka Place 3rd Addition. The sites are currently vacant. 3. BACKGROUND: The City Council approved the preliminary plat and PUD for Oneka Place at its May 21, 2018 meeting which included 177 residential lots. At its August 6, 2018, meeting the City Council approved the first phase of the development consisting of 54 residential lots. At its March 4, 2019, meeting the City Council approved the replatting of 14 residential lots from the first phase to 12 - 65 foot wide lots for the second phase. At its April 11, 2019, meeting the City Council approved a final plat for Oneka Place 3rd Addition to create 54 residential lots. This final plat will plat 63 residential lots from the Oneka Place preliminary plat. The lots meet the minimum lot standards and requirements for the Oneka Place PUD. Park dedication has been stratified for the this development with the dedication of Outlot N, Oneka Place. Oneka Place 4th Addition Final Plat and Development Agreement Page 2 4. RECOMMENDATION: Staff recommends approval the resolution approving the Final Plat and Development Agreement for Oneka Place 4th Addition. ATTACHMENTS: a) Resolution Approving the Final Plat b) Location Map c) Engineer's Memo dated April 28, 2020 d) Draft Development Agreement e) Final Plat Graphics stamp dated March 18, 2020 f) Landscape Plan dated June 6, 2018, revised February 14, 2019 g) Grading Plan dated June 1, 2018, revised May 8, 2020 (approved with Oneka Place 3rd Addition) h) Final Plat Construction Plans dated March 17, 2020 3 ♦ t f '7 s 1 ` Right of Way Roads Hugo Border Parcel Boundary Oneka Place 4th Addition Final Plat Location Map Hugo, MN N 0 400 Feet 1 in = 400 feet RESOLUTION 2020- APPROVING FINAL PLAT AND DEVELOPMENT AGREEMENT FOR CPDC — PRATT — OAKWOOD, LLP, ON PROPERTY LOCATED WEST OF ONEKA PARKWAY AND NORTH OF ETHAN TRAIL NORTH FOR ONEKA PLACE 41" ADDITION WHEREAS, CPDC — Pratt — Oakwood, LLP, has requested approval of a final plat development to allow construction of 42 single family lots and 3 outlots on the property legally described as follows: Outlots L, Oneka Place And Outlots B and C, Oneka Place 3rd Addition WHEREAS, the Planning Commission has reviewed the preliminary plat and PUD at a duly called Public Hearing and recommends approval, and; WHEREAS, the City Council approved the preliminary plat and PUD at its meeting on May 21, 2018. 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 CPDC — Pratt — Oakwood, LLP„ for a final plat and development agreement, subject to the following conditions: 1. A final plat is approved to allow the creation of 63 single family home lots and 2 outlot, in accordance with the application and plans received March 18, 2020. 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 May 21, 2018. 3. Development standards shall comply with Resolution 2018-14 and 2018-15, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer's memo dated April 28, 2020, and revisions required in "red -lined" comments from the City Engineer. 5. Outlot Use and Ownership: a. Outlot A is proposed for additional phases of the development. b. OutotsB is a wetland and proposed to be deeded to the City. 6. The developer shall design and install a storm water re -use system for the irrigation of the lots. Resolution 2020- Page 2 7. The landscaping planned for the plat shall be installed in one phase. The developer shall take proper precautions to protect the trees as the homes are being built. 8. Staff will continue to work with the developer on the street lighting plan. Exact locations of the street lights shall be reviewed and approved by City staff prior to installation. The street lights shall be the Lantern style decorative light. 9. 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. A revised phasing plan shall be reviewed and approved by staff. c. The grading in the southwest portion of the plat along Lot 1, Block 1 and Lot 1, Block 2, shall be revised and reviewed and approved by staff. This includes the grading the proposed right-of-way for Empress Avenue in the plat. d. The utility plans shall be revised to match the grading plan and reviewed and approved by staff. e. The driveway location for Lot 1, Block 2, shall revised and reviewed and approved by staff. f. An HOA shall be established to own/operate/maintain the following: i. landscaping within the outlots, ii. landscaping along Oneka Parkway within the right-of-way, iii. landscaping on proposed residential lots, iv. all retaining walls, v. and the water re -use system. The HOA documents/covenants shall be reviewed and approved by staff. g. The storm water re -use system shall be reviewed and approved by staff. The storm water reuse system operation, encroachment, and maintenance agreement shall be reviewed and approved by City staff. h. The development shall comply with the Fire Chief s requirements regarding fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. i. The developer shall obtain all necessary stormwater management and WCA permits from the City. Resolution 2020- Page 3 j. The developer shall obtain all necessary local, state, and federal permits. k. The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. 10. Prior to the issuance of building permits, the developer shall comply with the following conditions. a. The applicant shall record the final plat, development agreement and all other documentation at Washington County and provide the City with proof of recording. b. The applicant shall submit three full sets of approved final plans to the City. c. If a sales trailer is located in the property, a site plan and building elevations shall be submitted for City review and approval. d. Prior to the issuance of a building permit for Lot 1, Block 2, Oneka Place 4th Addition the grading in that area and driveway layout shall be reviewed and approved by staff. ADOPTED by the City Council this 4tn day of May, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk 7. 0 U 0 Z w CO U) 0 00 00ID z J a a F- Z a U) 0 0 N W F U) w w w 00 wsb April 28, 2020 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Plat Review Oneka Place 4th Addition WSB Project No. 015800-000 Dear Ms. Juba: We have reviewed the final plat submittal for Oneka Place 4th Addition located at the northern extents of Oneka Parkway, on Empress Avenue, 162nd Street, and Fairoaks Avenue. In particular, we have reviewed the following plans related to this request: • Oneka Place 4th Addition Construction Plans dated 03/17/20 by Westwood Professional Services • Storm sewer design dated 03/17/20 by Westwood Professional Services • Final Plat by Westwood Professional Services • Grading Plan dated 02/15/19 by Westwood Professional Services • Easement Vacation Documents dated 03/27/20 Based on the review of the final plat documents, we offer the following comments related to this application: Final Plat The entirety of Outlots A and B will need to be encompassed in drainage and utility easements. Staff has worked with the applicant's engineer to address inadequate easement widths for the storm sewer located between lots 5 and 6 Block 2B, lots 7 and 8 Block 2B and Lots 3 and 4 Block 1 B. Minor lot width modifications will be made to provide wider easements while still maintaining minimum lot size requirements. Grading, Street, and Utility Plans 3. Staff has worked through a number of comments with Westwood Professional Services on street and utility construction plans. Staff has a number of remaining redline comments. We do not expect that any remaining plan changes will have an impact on the final plat. We will issue the construction plan approvals once the remaining comments have been resolved. 4. Project phasing has been modified from the revised phasing plan submitted as part of the Oneka Place 3rd Addition. The changes to the phasing plan require the construction of some infrastructure (sanitary sewer and storm sewer) outside of the Oneka Place 3rd Addition plat. Staff does not see any issues associated with the proposed phasing. 5. Water and sanitary sewer service will be extended from previous phases of this development. S:\Users\R_Juba\Rachel\DEVELOPMENT PROJECTS\Oneka Place\Oneka Place 4th Addition Final Plat\Eng Memo Oneka 4th FP 042820.docx Ms. Rachel Juba April 28, 2020 Page 2 The site grading has been completed in 2019 for the remainder of the Oneka Place development. Minor grading modifications will be required based on slight lot line adjustments made as part of the 41" Addition. The western limits of Empress Avenue North will be required to be pulled back approximately 35-ft to the east to be consistent with the previously approved grading plan. Additional detailed review of potential impacts to Lot 1 Block 1 B and Lot 1 Block 213 will take place prior to approval of construction plans to ensure driveway access is fully understood/acceptable and to plan for how Empress Avenue North will be extended in the future. Stormwater Management 8. The applicant has submitted their Storm Water Management Plan for the site, meeting the appropriate storage, rate control, treatment, and volume reduction. The applicant is utilizing water reuse as a means to irrigate the development and meet a portion of the stormwater management requirements. It is anticipated 4-5 million gallons of groundwater will be conserved annually throughout the entire Oneka Place Development by use of stormwater reuse. The trunk water fee has been reduced by 35% due to the use of water reuse which is consistent with the initial phase of this development. 9. The stormwater reuse system will be located with lot -line drainage and utility easements, road right of way, and outlots. The system will be owned and operated by the Homeowners Association, and the City will have access to the system as needed for monitoring and operation. The applicant is meeting approximately 50% of the volume reduction requirement by utilizing water reuse. The remaining volume control requirement is met through the dead pool storage provided in the NURP ponds. 10. A water balance analysis has been submitted as part of the stormwater submittal identifying adequate water supply with the stormwater basins to sustain water reuse. 11. A detailed groundwater analysis has been submitted to identify the elevation of groundwater. The findings have been used to identify minimum floor elevations that provide required separation from groundwater. Development Agreement 12. There are a number of development fees outlined within the City's Fee Schedule that will become due as part of the final plat. The Development Fees are included within Exhibit C of the Development Agreement. 13. A credit to the trunk area charge based on the anticipated reduction in water demand by using stormwater reuse has been included as part of the Development Agreement. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Len Pratt, Pratt Homes (email only) John Bender, Westwood Professional Services (email only) Return To: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT Oneka Place 4th Addition THIS AGREEMENT, made and entered into this day of , 2020 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 CPDC — Pratt — Oakwood, Limited Liability Partnership (hereinafter referred to as "Developer"). WITNESS: WHEREAS, the City Council of the City has, by Resolution Number 2018-14 on May 21, 2018, approved the preliminary plat for a major subdivision as proposed by the Developer to be known as "Oneka Place" ; and, WHEREAS, the City Council of the City has, by Resolution Number 2018-15 on May 21, 2018, approved the PUD general plan for a major subdivision as proposed by the Developer to be known as "Oneka Place" ; and, WHEREAS, the City Council of the City has, by Resolution Number 2020- on May 4, 2020, approved the final plat for a major subdivision as proposed by the Developer to be known as "Oneka Place 4th Addition" (hereinafter referred to as the "Plat"); and, WHEREAS, the Plat proposed a development of an approximately 13 acre parcel of land into 63 residential lots and 2 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, this development agreement applies to all of the residential lots and outlots within the Oneka Place 3rd plat, as legally described in Exhibit G. WHEREAS, the parties hereto desire to set forth their respective rights and obligations of the parties to this Agreement. NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions contained herein, it is agreed by the parties hereto as follows: A. GENERAL ENGINEERING CONDITIONS; 1. Escrow for City Costs and Fees. Developer shall, contemporaneously with the execution of this Agreement, deposit with the City an escrow as outlined in Exhibit C to cover the cost of legal fees, engineering and construction observation fees, administrative expenses, and other costs related to this Plat. All fees and costs incurred by the City in connection with the Plat shall be charged against said escrow account which shall remain in effect until the expiration of the warranty period for the Plat, as defined in paragraph 7, in all events said fees and costs shall be the responsibility of the Developer and shall be paid on demand. Any funds remaining in the escrow account after the completion of the warranty period shall be refunded to the Developer. In the event that the escrow account herein is depleted, Developer agrees to post additional funds to replenish the account and to cover projected City costs. Specifically, Developer agrees that the escrow account shall maintain a balance of no less than $5,000.00. Developer shall be entitled, upon request, to an itemized statement of all costs and fees charged against this escrow account. 2 2. Development Plans. In accordance with the policies and ordinances of the City, and subject to all City resolutions and approvals in connection herewith, the Developer shall construct the proposed improvements (hereinafter referred to as the "Improvements"). All Improvements shall be constructed and installed pursuant to the terms and conditions herein set forth in accordance with the plans approved and listed on Exhibit A, subject to all City resolutions and approvals listed in Exhibit B, subject to final approval by the City, and in accordance with City standards and requirements including those listed herein. In addition, all public street, utility, and storm drainage improvements shall comply with the City's adopted specification book and the reasonable direction of City staff. 3. Authorization to Proceed with Construction. Developer agrees not to commence any grading, utility or street work within the Plat until the following are completed: 1) Construction plans are approved by the City and distributed. 2) Pre -construction conference is held. 3) Notice to Proceed is issued. 4. Construction Observation. The City, for its benefit, will provide staff of its choosing to provide construction observation for the Improvements outlined in this Agreement. All costs associated with construction observation and inspection will be the responsibility of the Developer. The Developer shall allow City staff and City consultants access to the property 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 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. 3 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 Development property as a result of construction activities associated with the Plat until final acceptance of the Improvements. If the streets are not maintained in a manner acceptable to the City, after reasonable notice to the Developer the City will arrange for the street sweeping at Developer's cost. i) Placement of Bituminous Wear Course: The bituminous wear course can be placed on all streets once all of the following have occurred: A Certificate of Occupancy has been issued for at least 75% of the lots or a cash escrow in the amount of $10,000 has been deposit with the City which will be held until 75% of the lots have received Certificates of Occupancy. At the City's discretion, the wear course may be placed prior to having 75% occupancy. If applicable, the warranty period shall be extended an additional one (1) year for a total of two (2) years from final acceptance. In no case shall the wear course be placed with less than 50% occupancy. 2. The base course on all streets has been in place for at least one full freeze -thaw cycle. 3. City staff or its assignees have visually inspected all roadways and curb within the Development, and any repairs necessary as a result of said inspection are complete and written approval issued. 6. Proiect Completion: The Improvements listed herein on Exhibit A, including street, sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval 4 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. (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. 5 (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 or the developer is released from its obligation under this Agreement as outlined in paragraph 7 above. 10. Suns. The Developer shall prepare a plan for all regulatory, directional and street name signs to be within the Plat. The plan shall be reviewed and approved by the City's public works department. Upon plan approval, the City's public works department shall install all public signage within the Plat. The installation of all private signage shall be the responsibility of the Developer. All costs related to the installation of public signage shall be the responsibility of the Developer and will be deducted from the Developer's escrow account. The Developer shall post funds as outlined in Exhibit C prior to the City's public works department beginning the installation. 11. Drainage Easements. a) Work within Easements: No improvements, landscaping, or grading, other than Improvements shown on the approved plans, shall be permitted in dedicated drainage easements without the prior written permission of the City and any regulatory agency having 0 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 complete, established and growing no later than July 1. All front yards, side yards and back yards shall be fully sodded. All landscaped areas shall be tilled or otherwise worked mechanically in order to loosen compacted soils and shall contain at least four (4) inches of black dirt containing no more than 35% sand. Unless specific arrangements are made and agreed to by the City, all landscaping installed within the Plat shall be maintained by the Developer and its successors. All areas, other than proposed street areas, disturbed by grading activities on the site shall be seeded. Seeding shall be immediate upon completion of grading activities or as directed by the City Engineer. Seeding shall be completed as follows: a) All areas shall be restored with a minimum of four (4) inches of adequate topsoil prior to seeding. 7 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 per the Final Landscape Plan dated June 6, 2018, and revised July 27, 2018. The minimum rate of application shall be thirty (30) pounds per acre, or as recommended by the supplier. d) All seeded areas shall be maintained for the term of this Agreement. Upland areas shall be mowed as necessary or as directed by the City Engineer. e) All disturbed areas within the development shall be maintained to limit vegetation growth to less than ten (10) inches except designated natural areas or designated open spaces as shown on the approved plans. 15. Safe Rooms. The Developer shall require all builders to offer a safe room as an option to any and all potential homebuyers. All safe rooms offered and built within the City must meet or exceed FEMA requirements and standards. B. ESCROWS, CHARGES AND UTILITY OVERSIZING: Developer shall pay the escrows, fees and charges listed on Exhibit C. C. SPECIAL PLANNING REQUIREMENTS: The Plat shall be built and maintained in accordance with the planning requirements listed on Exhibit A hereto, and any miscellaneous requirements listed on Exhibit B hereto. D. ADMINISTRATIVE REQUIREMENTS: 1. Miscellaneous Provisions. Developer specifically understands that this Plat approval is given subject to the following requirements: a) Expiration. The final plat documents for the Plat, which is the first phase of the Oneka Place 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 8 prior to the recording of the Plat at the Washington County Recorder's Office. Plat approval shall be contingent upon compliance with the approved plans for the Improvements and upon compliance with this Agreement. c) Model Homes. In the event that site grading is approved by the City prior to Plat approval and/or execution of this Agreement, posting of security and filing of the Plat, the Developer shall be entitled to one (1) building permit per housing unit type on lots that abut existing streets or roadways, subject to final approval by the City. No model homes may be constructed or utilized until at least one (1) lift of bituminous has been installed from said model home lot providing access to a public street or roadway outside of the Plat. No certificate of occupancy shall be issued for any model or other home until all necessary public improvements and utilities have been installed and the utilities have been successfully tested. Prior to this, and at the time that a model home passes final inspection, a model home may only be used by Developer's staff or realtors for purposes of showing the models to potential buyers. No model home may be used until landscaping conforming to City ordinance and paragraph 14 of this Agreement has been installed except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be complete, established and growing no later than July 1. d) Sales Trailers. The developer may be entitled to a maximum of one (1) temporary sales office (sales trailer) for this and all subsequent phases of the development for a period of time not to exceed nine (9) months. Upon receipt of an acceptable site plan, a sales trailer may be approved by the City Community Development Director prior to the first model home being available for showing. The trailer is subject to the issuance of a building permit, shall meet all applicable building codes, shall be fully skirted, shall be suitably landscaped, shall contain sufficient parking for the size of the office, and shall have safe and suitable access to a paved, public roadway. The trailer shall be removed, and the site shall be restored within seven (7) days following the date that a model home passes final inspection. e) Deviations. No material deviations from the approved Plat shall be allowed unless approved in writing by the City. Approval herein is also given subject to full compliance with the conditions of approval and findings adopted by the City Council in connection with the approval of the development. 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. 0 h) Property Owners Association. When required as a condition of approval outlined in Exhibit B, the Developer agrees to form a property owners association, membership in which shall be mandatory for all of the lots within this development. The property owners association shall be responsible for maintenance and repair of all common elements as listed in the property owners association documents within this development and the same shall be maintained in good condition in accordance with all City ordinances and reasonable directions of the City. Developer agrees to provide a copy of the property owners association documents to the City prior to the recording of the final plat. In the event of failure or refusal of any property owners association to so maintain or repair the common elements then the City may, with seven days written notice and without regard to the requirements or formalities of Minn. Stat. §429 perform the work and assess each of the lots within the plat for the cost of the work. i) Intentionally deleted j) The property owners association documents shall advise owners of all lots of the requirements of this Agreement as follows: THE LAND WITHIN THIS PLAT, INCLUDING THE LAND CONVEYED HEREIN, IS BOUND BY RESTRICTIONS IN A DEVELOPMENT AGREEMENT. SAID DEVELOPMENT AGREEMENT IS ON FILE AT THE OFFICE OF THE WASHINGTON COUNTY RECORDER. k) Developer acknowledges that a separate development agreement will be entered into at the time of final plat approval of subsequent phases in the development. That Development Agreement will address, among other things, necessary improvements to be made, financial guarantees to be provided, and the amount of the development fees to be paid by the Developer. 1) Developer shall remove all tree waste, junk, miscellaneous debris, junk vehicles, and any other personal property from the Plat which does not comply with the City Zoning Ordinance until final acceptance of the Improvements. E. DAMAGES AND DEFAULT: 1. Developer agrees to pay liquidated damages to the City if any lot has a real estate closing occur before all public improvements within the Plat are certified as being substantially completed by the City. Specifically, Developer agrees to immediately pay to the City 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 10 percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. 3. Events of Default. a) Events of Default Defined. The following shall be "Events of Default" under this Agreement and the term "Event of Default" shall mean, whenever it is used in this Agreement, any one or more of the following events: Subject to unavoidable delays, failure by Developer to commence and complete construction of the Improvements pursuant to the terms, conditions and limitations of this Agreement. 2. Failure by Developer to substantially observe or perform any material covenant, condition, obligation or agreement on their part to be observed or performed under this Agreement. b) Remedies on Default. Whenever any Event of Default occurs, the City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or otherwise by written, executed instrument of the City, may take any one or more of the following: 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. 11 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 and that it has authority to execute this Agreement, with consent from the other fee owner, and agree to the conditions hereof and to subject the land hereto. Developer also represents and warrants that the use for which this development is sought will not violate any restrictive covenants applying to the property. 3. Binding Effect. This Agreement shall be deemed to be a restrictive covenant and the terms and conditions hereof shall run with the land described herein and be binding on and inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be binding upon all future owners of all or any part of the subdivision, and shall be deemed covenants running with the land. Reference herein to the Developers, if there be more than one, shall mean each and all of them. This Agreement shall be placed of record so as to give notice hereof to subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against the escrow account. 4. Restrictions on Transfer/Indemnification. Developer agrees to defend and hold the City, and its officials, employees and agents, harmless against any and all claims, demands, lawsuits, judgments, damages, penalties, costs and expenses, including reasonable attorney's fees, arising out of actions or omissions by Developer, their employees and agents, in connection with the Project. No transfer or assignment shall be made without City approval and any assignment or transfer without such approval shall be void. 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. 12 IN WITNESS WHEREOF, the City and Developer have caused this Agreement to be duly executed on the day and year first above written. 13 By Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) City of Huio By Michele Lindau, Clerk On this day of , 20_, 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 14 Developer CPDC — Pratt — Oakwood, Limited Liability Partnership CPDC-Pratt-Oakwood Limited Liability Partnership (A Minnesota limited liability partnership) By: Pratt Investment Co., LLP (A Minnesota limited liability partnership) Its: Authorized Partner LM Leonard Wallace Pratt Its: Authorized Partner STATE OF MINNESOTA ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me on , 2020, by Leonard Wallace Pratt, the Authorized Partner of Pratt Investment Co., LLP, a Minnesota limited liability partnership and the authorized partner of CPDC-Pratt-Oakwood Limited Liability Partnership, a Minnesota limited liability partnership, on behalf of each of the limited liability partnerships. (Notarial Seal) 15 Notary Public EXHIBIT A LIST OF DEVELOPMENT PLANS Sheet No. Plan Date Author 1-4 Final Plat Stamped March 18,2020 Westwood Professional Recorded at Washington County Services, LLC 1 Construction Plans - Cover Westwood Professional Grading, Drainage, and Erosion Services, LLC Control Plan 2 Overall Development Westwood Professional Services, LLC 3-6 Grading, Drainage, and Erosion Westwood Professional Control Plan Services, LLC 7-8 Street Profiles Westwood Professional Services, LLC 9-10 Details Westwood Professional Services, LLC 1 Construction Plans - Cover Westwood Professional Sanitary Sewer, Water Mains, Services, LLC Storm Sewer, and Streets 2 Overall Westwood Professional Services, LLC 3-6 Sanitary & Water Main Westwood Professional Construction Plan Services, LLC 7-10 Street and Storm Sewer Westwood Professional Construction Plan Services, LLC 11 Storm Sewer Westwood Professional Construction Plan Services, LLC 12 Intersection Details Westwood Professional Services, LLC 13-15 Details Westwood Professional Services, LLC 1 Final Landscape Plan 6-05-18, revised 01-31-19 Westwood Professional Services, LLC 2-5 Final Landscape Detail 6-05-18, revised 01-31-19 Westwood Professional Services, LLC 3 Final Landscape Notes and 6-05-18, revised 01-31-19 Westwood Professional Details Services, LLC 2 Water Re -Use Map Irrigation Doctor Inc. EXHIBIT B 16 APPROVAL CONDITIONS 1. A final plat is approved to allow the creation of 63 single family home lots and 2 outlot, in accordance with the application and plans received March 18, 2020. 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 May 21, 2018. 3. Development standards shall comply with Resolution 2018-14 and 2018-15, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer's memo dated April 28, 2020, and revisions required in "red -lined" comments from the City Engineer. 5. Outlot Use and Ownership: a. Outlot A is proposed for additional phases of the development. b. OutotsB is a wetland and proposed to be deeded to the City. 6. The developer shall design and install a storm water re -use system for the irrigation of the lots. 7. The landscaping planned for the plat shall be installed in one phase. The developer shall take proper precautions to protect the trees as the homes are being built. 8. Staff will continue to work with the developer on the street lighting plan. Exact locations of the street lights shall be reviewed and approved by City staff prior to installation. The street lights shall be the Lantern style decorative light. 9. 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. A revised phasing plan shall be reviewed and approved by staff. c. The grading in the southwest portion of the plat along Lot 1, Block 1 and Lot 1, Block 2, shall be revised and reviewed and approved by staff. This includes the grading the proposed right-of-way for Empress Avenue in the plat. d. The utility plans shall be revised to match the grading plan and reviewed and approved by staff. 17 e. The driveway location for Lot 1, Block 2, shall revised and reviewed and approved by staff. f. An HOA shall be established to own/operate/maintain the following: i. landscaping within the outlots, ii. landscaping along Oneka Parkway within the right-of-way, iii. landscaping on proposed residential lots, iv. all retaining walls, v. and the water re -use system. The HOA documents/covenants shall be reviewed and approved by staff. g. The storm water re -use system shall be reviewed and approved by staff. The storm water reuse system operation, encroachment, and maintenance agreement shall be reviewed and approved by City staff. h. The development shall comply with the Fire Chief s requirements regarding fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. i. The developer shall obtain all necessary stormwater management and WCA permits from the City. j. The developer shall obtain all necessary local, state, and federal permits. k. The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. 10. Prior to the issuance of building permits, the developer shall comply with the following conditions: a. The applicant shall record the final plat, development agreement and all other documentation at Washington County and provide the City with proof of recording. b. The applicant shall submit three full sets of approved final plans to the City. c. If a sales trailer is located in the property, a site plan and building elevations shall be submitted for City review and approval. d. Prior to the issuance of a building permit for Lot 1, Block 2, Oneka Place 41n Addition the grading in that area and driveway layout shall be reviewed and approved by staff. EXHIBIT C ESCROWS, FEES AND CHARGES a) Escrow for City Costs and Fees. Developer shall deposit sufficient escrow with the City as outlined in Section A. 1. The required beginning balance in the account is calculated at $60,798.00 This sum is calculated to be four percent (4%) of the estimate of the required Improvements to be installed to serve the development, plus $5,000 which is the minimum balance required in the account. b) Cash Escrow or Letter of Credit. 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 $ 1,743,680.00. 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 $59,594.00. This sum is calculated to be $0.07 per square foot for the 851,337 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. 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 $1,125.00 ($0.50 x 2,250 = $1,125.00). f) Street Maintenance. The Developer shall post a one-time lump sum cash escrow with the City in the amount of $9,000.00 to cover the cost of the first maintenance of the streets in the Plat. This sum is calculated to be $4.00 per foot for the 2,250 feet of streets within the Plat. g) Park Dedication. Park dedication has been satisfied with dedication of Outlot N, Oneka Place. h) Cul-de-sac Escrow. N/A 19 i) Escrow for Street Si ng_age. Developer shall deposit $3,000.00 into an escrow account with the City. This amount represents an estimated cost of $500/sign for 6 signs to be installed within the development. j) WCA Escrow. N/A k) Sanitary Sewer Trunk Fee. The developer shall pay the City a sanitary sewer trunk fee in the amount of $102,816.00 This sum is calculated to be $1,632.00 per lot for the 63 residential lots within this phase. 1) Water Trunk Fee. The Developer shall pay the City water trunk fee in the amount of $80,262.00.00. This sum is calculated to be $1,960 per lot, with credit provided for the stormwater reuse/irrigation system based on the anticipated reduction in water demand. The reduction is calculated at 35%, resulting in a trunk water fee amount of $1,274 per lot. The total is based on the reduced per unit fee applied to the 63 lots in the plat. m) Sanitary Sewer Oversizing. N/A n) Watermain Oversizing. N/A 20 EXHIBIT 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. 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. 21 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. Its 22 EXHIBIT E CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: INSURED: ADDITIONAL INSURED: AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 City of Hugo Expiration Date: Insurance Company: COVERAGE — Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: O Claims Made O Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence 23 Property Damage: $200,000 for each occurrence •R Combination of Single Limit Policy $1,000,000 or 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: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: Expiration Date: $1,000,000 each occurrence 24 $500,000 each person 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 25 Authorized Insurance Representative EXHIBIT F MORTGAGEE CONSENT TO DEVELOPMENT AGREEMENT Alliance Bank, a Minnesota banking corporation, which holds a mortgage on all or part of the subject property, the development of which is governed by the foregoing Development Agreement, affirms and consents to the provisions thereof and agrees that the foregoing Development Agreement shall remain in full force and effect even if it forecloses its mortgage(s). Dated the day of , 2018. STATE OF MINNESOTA )SS COUNTY OF ALLIANCE BANK a Minnesota banking corporation Its R. Scott Johnson Vice President The foregoing instrument was acknowledged and sworn to before me this day of , 2018, by R. Scott Johnson the Vice President of Alliance Bank, a Minnesota banking corporation, on behalf of the banking corporation. Notary Public 26 EXHIBIT G Legal Description Outlot J and K, Oneka Place 27 ONEKA PLACE 4 TH A DDI TION KNOW ALL PERSONS BY THESE PRESENTS. ° That CPDC—Pratt—Oakwood Limited Liability Partnership, a Minnesota limited liability partnership, fee owner of the following described property situated in the County of Washington, State of Minnesota, to wit: Outlot L, ONEKA PLACE, according to the recorded plat thereof, Washington County, Minnesota AND Outlot B, ONEKA PLACE 3RD ADDITION, according to the recorded plat thereof, Washington County, Minnesota. Have caused the some to be surveyed and platted as ONEKA PLACE 4714 ADDITION and do hereby donate and dedicate the public ways, as shown on this plat and also dedicate the easements as created by this plat for drainage and utility purposes on. In witness whereof said CPDC—Pra t t— Oak wood Limited Liability Partnership, a Minnesota limited liability partnership, has caused these presents to be signed by its proper officer this day of 20 CPDC—PRATT—OAKWOOD LIM1 TED LIABILITY PARTNERSHIP Its STA TE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me on this day of 20 by its of CPDC—Pratt—Oakwood Limited Liability Partnership, a Minnesota limited liability partnership, on behalf of the partnership. Notary Public, My Commission Expires CITY OF HUGO, MINNESOTA This plat was approved by the City Council of the City of ------- Minnesota this day of 20. and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subdivision 2. 51 Mayor Clerk COUNTY SURVEYOR Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20 Washington County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered on this day of . 20 BE By Washington County Auditor/Treasurer Deputy COUNTY RECORDER Document Number (Signature) (Name Printed) I hereby certify that this instrument was recorded in the office Of the County Recorder for record on this day of County, Minnesota 20 , at o'clock M., and was duly recorded in Washington County Records. I hereby certify that I have surveyed and platted or directly supervised the survey and platting of the property described on this plat as ONEKA PLACE 47H ADD171ON, that I am a duly Licensed Land Surveyor in the State of Minnesota, that this plat is a correct representation of the boundary survey- that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS Section 505.01, Subd. 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this day of Brent R. Peters, Licensed Land Surveyor Minnesota License No. 44123 20 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me on this Peters, Licensed Land Surveyor, Minnesota License No. 44123. (Signature) Notary Public, My Commission Expires County, Minnesota day of (Name Printed) 20, by Bren t R. By Washington County Recorder Deputy COUNTY REGISTRAR OF TITLES Document Number I hereby certify that this instrument was filed in the office of the Registrar of Titles for record on this day of 20, at o'clock M., and was duly recorded in Washington County Records. Washington County Registrar of Titles Deputy Westwood Professional Services, Inc. Sheet 1 of 5 sheets ONEKA PLACE 4 TH A DDI TION I_ I NORTH LINE OF THE SE 1/4'l , Dc� OF THE SW 1/4 OF SEC. 7 0 1�h0 S87055'38 "E / S5302944 "E 7300 �\ CB=N63°17'39"E CH=20.72 -- - I� 6=1 °3632" -WEST LINE OF THE SE 1/4 R= 738.00 y8 A OF THE SW 1/4 OF SEC. 7 L=20. 72 14630 00z 9� 00 �/� 1 �0<0 tK 115.19 - C, - - - - N87050'41 "W 1 _ -FOUND MONUMENT /� �I �I / ��� INSCRIBED LS #23021 W Kcinity Map Not to Scale 170TH STREET N (CO. RD. NO. 4A) A IIA/ l / A C- 4 l V YY l / `Y I�VIL_ I I I //`r I 165TH STREET N vV //`t L_ I S17E ./ N62 S87055'38"E -FOUND IRON PIPE 164.6'O � N87°55 38"W / 90.03 I .- \�` S00°31'56"W s -- 70.75 N87°5333"W 878.65 _T- I I / / NORTH LINE OF THE S 1/2-' I OF THE SE 1/4 OF SEC. 7 Np II II tv � o -' O CA 0 80 I i I CB=N15°35'51 "W <; - CH= 76.18 6=8051'46" ' R= 493.01 / ' L=76.26 80 21 "E I cJ 54 r-A ALA ) r A I it -A l/ / r- A l L_'Vl l \ L_...J...� /1 V L-1 / V 1� CB= S82 °43'09 "W c -- CH=53.64 6=17'50'10" U I v L_ \ /-I I A / � �- I L 'd 0' R=173. 00 L=5386 .� '00p 63CB°5=N245532"W CH=35.49 I - ------ '6=2037'51 " R= 773.00 I 5� L=35.49 -Tl > �\ I CS I Cal SOUTH LINE OF THE SE 1/4 OF THE SW 1/4 OF SEC. 7 S87050'41 'E 1205.52 / A 4 T/ / V IL_L_/-I \7L_ �t / F7 A r) I1 ITI/1 n I / V The north line of Outlot B, ONEKA PLACE 3RD ADDITION, is assumed to bear S 87°5538" E. o Denotes 112 inch by 14 inch iron rebar set and marked by License No. 44123 • Denotes 112 inch by 14 inch iron rebar found and marked by License No. 23021, unless otherwise noted on the plat Wetlands were delineated by Earth Science Association /1n Ir-/{'A I A n In l// V L_ f\/-I l L I V L/ r-TI IA AI /rEAA II AI _ rI� c, c� c- Tl �- S87053'33"E 149 n9 Z AVIL/ALL_ T / V Cf <` INSET C 162N� -:) (SEE SHEET 5 OF 5 SHEETS) �IJ N90000'00"W c4C 3 4 5 13 . y�E p55 °39,53//E i 62 - _ - `IC N7385.�6 ---` N6604426"E 84.53 54 \`\ N21 °37'50 "E A n In 1 T1 n n I �0►� io - `--- 72.40 LJ l / / l / / V �O NF Oa O� NO3°03'31 "E 66.60 o � o o ZV II `\ N05011'11 "E 78.84 14p0p , /1V81 025'31 „w ,O E \o S� o37, N 54 00 S1150��Ir 13E 908E /' i 74`3191 „14 _ 1 9 \ � I \�\ _N109»E 50.95 2 �� \ \ Q 8 \` N0704245 "W Q' -- 65.95 / / 3 n/ /T/ nT / O UV l L_V l L_ OUTLOT B o C)-SOUTH 1/4 COR OF SEC, 7, Op `lj TWP. 31, RGE, 21 A 4 6 I Z �> FOUND WASHINGTON COUNTY � .5 1 -1 / CAST IRON MONUMENT 0) SOUTH LINE OF THE S 1/2-\ 7 �' I (0.43 FT EAST OF �` o OF THE SE 1/4 OF SEC. 7 1 / WASHINGTON COUNTY � I /-SOUTH LINE l COMPU TED COORD) '\ I l OF OU TL O T L, t x ONEKA PLACE �h�'�(;�0 C� C> � - - 587°46 28'E 371.76 _ I � T_1 n r_ N8704628 "W 502.15 - y y /-I l L_ l \ L_ LJ lJ L_ A nn/T/CA l l F7 /-I LJLJI l / l/1 V /-I IT L_ L_ L/ \ 7 L_ L / V LJ W O O O �o ^o 0 S66 °25'42 "W 25.00 CB=N 12°55'06 "W CH=22.18 ------------------�' =21018'24„ _ - _ R= 60.00 L=22.31 N90000 00"W o 1Q)Oo 10 ^o ;z � �?yy''E 09 100 0 100 200 300 Scale in feet Scale: 1 Inch = 100 Feet Westwood Professional Services, Inc. SECTION 7, TOWNSHIP 31, RANGE 21 Sheet 2 of 5 sheets ONEKA PLACE INSET A (FROM SHEET 2 OF 5 SHEETS) S87021 '17"W Rn .3n 3 c0 h aW wd. 0 "�V No o, �0 ro 9i ON C7Nb C 00 25 40 0 40 80 120 Scale in fee t Scale: 1 Inch = 40 Feet The north line of Outlot B, ONEKA PLACE 3RD ADDITION, is assumed to bear S 8705538" E. o Denotes 112 inch by 14 inch iron rebar set and marked by License No. 44123 • Denotes 112 inch by 14 inch iron rebar found and marked by License No. 23021, unless otherwise noted on the plat i Wetlands were delineated by Earth Science Association 5 32 `4 IL 49 R= 773.00 A=2 °37'51.. CB=N24 05532..W 2 169 9 5 �'E Drainage and Utility Easements are shown thus: I I 1 1 5—{ 1�5 I I 0 (Not to Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right—of—way lines as shown on the plat. Westwood Professional Services, Inc. Sheet 3 of 5 sheets ONEKA PLACE 4 TH A DDI TION S87155'38"E 150.58 0N/ s6O00 CB=S34 02449 "E ----=2JO57'45„ R_20.00 .19 19' OA. a 5.09 03 N61 O�C (FROM SHEET 2 OF 5 SHEETS) S870553 "E 164.60 - 2 80.78 2R� 83.82 0 o F---------1 FTC------� off- I I I DRAINAGE & UTILTY rn EA SEMEN T ^ O 00. o f B I IL o 5 0�01 \ N w l I I _- �59N� r II I 1� I 0 6��2?, - � � � \\ � w I � 2 I Dc� \ cs,� o0 I I I p S 7 06o CB-9o4g\-DRAINAGE & 1- I �—II LI — — — — — — — — — �UTILITY EASEMENT ZZZ�0 il�R�'45 � 49.45 92.28\ \ B`!J C7 �°cb 10' / \ \ \ s 2 \ \ 505� 33i EMPRESS A VENUE N " ° L2279 55" 960 ! N88 °21 '45"W 146.64 C�J 0=204128" GJO Oil \ \ \ \3Q 66() L=27.71 \ \ \ ° �� / �' v 2 ---- i 74. 84 - 78. 03 R'6o° ; S88 °21 '45 "E— \ OUTLOT A \ \ ss � IPIQ S>S 26',' 1V80 06 2 s ��LQ ,6=2046'49"-\\�\!j. O o\ - / O A A p, // \ ter �0,9 tw \ o O \ A o 0 DRAINAGE & /0� /UTILITY \ W EA SEMEN T N O o\ L----------J 2 Ib S88°32'21"E 123.94 /° �� \ \ DRAINAGE & / , �� h d'Sz\ \ UTILITY / r1 EASEMENT s 0) 3 00 D \; � i� < If- \ 4 io o 011, yL \ \ / 0 0 `i p 1`' o G \ 06 61. 61 DR.1201 N � \ �' 32 Z , Ar ,371_ , 40 0 40 80 120 Scale in fee t Scale: 1 Inch = 40 Feet The north line of Outlot B, ONEKA PLACE 3RD ADDITION, is assumed to bear S 8705538" E. o Denotes 112 inch by 14 inch iron rebar set and marked by License No. 44123 • Denotes 112 inch by 14 inch iron rebar found and marked by License No. 23021, unless otherwise noted on the plat 1011 Wetlands were delineated by Earth Science Association Drainage and Utility Easements are shown thus: (/Vol io --)Cale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right—of—way lines as shown on the plat. Westwood Professional Services, Inc. Sheet 4 of 5 sheets N00 °00'00 "E 107.46 ONEKA PLACE TH A DDI TION 64.96 I I I O I I I �I I �I I I �I �I I I I �I ZI I 68.62 -------� L=22.31 I DRAINAGE R- 6Q 00 f� 1& UTILITY EASEMENT \� Z 4=21 °18'24" CB=N12°55'06 "W 10 6 S66 °25'42"W _ `��� o 25.00 0 00 00 E 166.02 S0 10E-------------- o �ii\�. �``3�s�8, // / D���O 1,58' L I 12 0��/�., kg N , _ �- , 40 382 h� /h�o ti 600��0� \�i �15 i i '00 \\ar rn 40. N No L - - S00°00'00'E 141.36 - �J `�� 2 0 101 ;1 s pp 1 L=46.57 '-J �"� p I 6=44028'11 " \� CID1 DRAINAGE ll / �% o �� 56 \ r , &UTILITY / / r - o N �\ �- D%3 24 DRAINAGE--- \ I i EASEMENT �j _ _ _ o 1�J6/ // ; ��� � � � 13• & UTILITY � EASEMENT o �s /// D 9�//$k 0`p� \ `'o\�-ice �ao16'°9 10 /,o�� 00 �g / / oh) 0� "� N o 4 o r�L\ 5 M i O O I „ SO4 °OS'42 "W �� _ _ _ _ - _ - - -I �2 Q `sue �F 37 43 E 197. 6 0 - 132.84 j \ `� '0 3 5 , W 139 0o D r - - - �13'47"w 141.61 110 r ` - N05°11 '11 "E 66. 30 66. 30 _ 66. 42 4 3 N 08 I I �� 78. 84 ----�1-1 r------ 2 66.42 N15 �I i� I I I rnUTILITY �w o III S FDRAINAG% N4 & & UTILITY T%I EASEMENT EASEMENT N rn LO 1 N N ao I I i I I I I I I I I 1 (2)f DRAINAGE-''/ I L-- N00 37 43'E 145.14 -- J Z L_- N00°37 43 E 135.87 J I° o I I& UTILITY p I I I I I 1 -' -- - I W I EASEMENT I �I �I----------- ,���-.----------- 2 NI I 3 ^I I 4 N� 5 ^I 101 0=0°19'22__;/ I W I `��,_0=0°33'11" I IN NI I I o f I NI I N NI I L=1.65 I I L-3.35 I I N 2 ZI I CQ I ZI I _ �I ca 6 I� 4 I�o �I 3 Io I ° co I I N Z I DRAINAGE �& UTILITY\ Z N o I I i I co I I I I I EASEMENT �`y� z I I I Z I I I= I I I I I -----_J L - - - - -J L-----I L------ - - - - - - - -J I-----------J L----� L_4=6°46'36 JI 66.30 66.30 66.30 66.30 142.53 27. 01 ! 27.01 138.46 53.98 L = 62.33 / N00°3743"E 722.82 - - L=73.09 R= 527.00 a = 7056046" CB=N4 °36'06 "E 50 0 50 100 150 Scale in feet Scale: 1 Inch = 50 Feet The north line of Outlot B, ONEKA PLACE 3RD ADDITION, is assumed to bear S 8705538" E. o Denotes 112 inch by 14 inch iron rebar set and marked by License No. 44123 • Denotes 112 inch by 14 inch iron rebar found and marked by License No. 23021, unless otherwise noted on the plat i. Wetlands were delineated by Earth Science Association Drainage and Utility Easements are shown thus: (Not to Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. q.2 I� S14026'09"W 46.19 -' S75 °33'51 "E 54.00 -- OO.OU - NO3°03'31 "E i N86 °50'47"E 62.26 N 10 009'29 "E �'-- 50.95 1�. ,in7042945IV N00 °00'00 "E INSET C (FROM SHEET 2 OF 5 SHEETS) N00 °00'00 "W ono a19 S,6 °49 �04 31 Westwood Professional Services, Inc. Sheet 5 of 5 sheets ©2017 Westwood Professional Services, Inc. V Y O O' Final Plant Schedule CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. MATURE SIZE DSE 52 Discovery Elm / Ulmus davidiana var. japonica 'Discovery' 2.5" BB AS SHOWN H 35'-45' W 35'-45' BVL 45 Boulevard Linden / Tilia americana Boulevard 2.5" BB AS SHOWN H 50'-60' W 30' REO 50 Red Oak / Quercus rubra 2.5" BB AS SHOWN H 60'-80' W 40'-50' ABM 34 Autumn Blaze Maple / Acer x freemanii 'Jeffers Red' 2.5" BB AS SHOWN H 40-50' W 35-40' PGM 45 Princeton Gold Maple / Acer platanoides 'Princeton Gold' 2.5" BB AS SHOWN H 35-40' W 20-25' SGM 29 Sienna Glen Maple / Acer x freemanii 'Sienna' 2.5" BB AS SHOWN H 50'-60' W 40' SWO 35 Swamp White Oak / Quercus bicolor 2.5" BB AS SHOWN H 50'-60' W 40'-50' RVB 7 Heritage River Birch / Betula nigra 'Cully' 10' HT., BB CLUMP AS SHOWN H 40-60' W 30'-40' PFC 12 Prairie Fire Crab / Malus 'Prairie Fire' 2" BB AS SHOWN H 15-20' W 20' PRC 6 Prairie Rose Crab / Malus 'Prairie Rose' 2" BB AS SHOWN H 15-20' W 20' BHS 25 Black Hills Spruce / Picea glauca densato 6' HT., BB AS SHOWN H 30'-40' W 20'-30' NOS 13 Norway Spruce / Picea abies 6' HT., BB AS SHOWN H 60'-80' W 25-30' WHP 16 White Pine / Pinus strobus 6' HT., BB AS SHOWN H 50'-80' W 30'-40' NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Westwoocips.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE ARCHITECT under the lAws of the State of Minnesota. Cory Meyer Date 09/04/19 License No. 26971 Revisions 07/26/18 City Comments 01/31/19 Revised for New Lot Layout 02/14/19 Revised for New Lot Layout 09/04/19 Revised grading for Outlot E Landscape Requirement Calculations MINIMUM LOT REQUIREMENTS: 342 TREES 2 Trees per Residential Lot (171 lots) OVERALL TOTAL TREES PROVIDED: 540 TREES • STREET TREES: 278 TREES • OTHER BUFFER/SCREENING TREES: 91 TREES Overstory: 19 Trees Evergreens: 54 Trees Ornamentals: 18 Trees • FUTURE YARD TREES (BY BUILDER) (LOT): 171 TREES To be installed by builder after home construction is complete NOTES: 1. 2 TREES PER SINGLE FAMILY LOT REQUIREMENT IS MET ON AN OVERALL PROJECT BASIS INCORPORATING BUFFER & SCREENING PLANTINGS AS PART OF THE TOTAL, NOT EVERY LOT WILL RECEIVE 2 TREES. 2. 1 ADDITIONAL TREE PER LOT TO BE PROVIDED ON SINGLE FAMILY LOTS BY BUILDER AFTER HOME CONSTRUCTION. BUILDER TREE NOT SHOWN, LOCATION DETERMINED BY BUILDER/HOMEOWNER. 3. STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS. 4. TREES INSTALLED IN FRONT OF INDIVIDUAL LOTS SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS. 5. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 6. YARD TREE SPECIES WILL BE SELECTED FROM APPROVED SPECIES LIST (SEE FINAL PLANT SCHEDULE) OR SPECIES ON THE CITY OF HUGO APPROVED TREE SPECIES LIST. Designed: SAP. Clucked: Drawn: SAP. Record Drawing by/date: lu\O � " Planting Legend D• • DE • DE(MUOUS TM r' DENOM BUFM • • M Native Seeding Legend DENOTES STORMWATER NATIVE SEED MIX (33-261) TOTAL AREA (3.4 AC) MESIC PRAIRIE GENERAL SEED MIX (35-241) TOTAL AREA (5.7 AC) * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE Latest Revision Date:09/04/19 Prepared for: C"PDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Oneka Place Minnesota c 4 �00 1 0 lmmm� 0' 150' 300' 450 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0008260PLF01.dwg Date:09/04/18 Sheet: 1 of 6 Overall Final Landscape Plan o 2017 Westwood Professional Services, Inc. C d — / 11F i 1 BVIL zz- z 12 5 WHIP I I � L-- ` / 6 / / \ \ / \ \ ► \ r— — W� lo 2 6 . 1 P 14 ABM ► / \ \ / 4 14 DSE 1­00, / / 12 ' `\ `\ \\ \\ \ /' ° �\ \ ` \ o )I r ZS �E 1 Planting Legend / G \ \ o/W 28� r, l.r DENOTES STREET TREE N'. DENOTES BUFFER EVERGREEN '/lam ' ' / � �✓ W / \� W / i / / \ \ � ` / / W \ I W DENOTES BUFFER DECIDUOUS TREE DENOTES BUFFER ORNAMENTA /\ \ \ \ OIL Latest Revision Date:09/04/19 'r Westwood (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE ARCHrrECT under the wa f the State �Nfinneaata 07/26 118 City Comments 01/31/19 Revised for New Lot Layout 02/14/19 Revised for New Lot Layout 09/04/19 Revised grading for Outlot E Cory Meyer Date 09/04/19 License No. 26971 De�ignea: SAR Prepared for. 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I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE ARCHrrECT under the wa f the State �Nfinneaata 07/26 118 City Comments 01/31/19 Revised for New Lot Layout 02/14/19 Revised for New Lot Layout 09/04/19 Revised grading for Outlot E Cory Meyer Date 09/04/19 Liaem No. 26971 Dedgnea: SAR Prepared for: CPDC- Drawn: S" Record Drawing by/date: Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0008260PLF03.dwg Date:09/04/18 Sheet: 3 OF 6 Oneka Place Final Landscape p Plan Minnesota o 2017 Westwood Professional Services, Inc. '11 QV 14 ABM \ ► / \\\ / / \---------- Planting Legends \/ / / \ \ \ \ / - F - - - - - - - - 1 RVB \ \\ � 3 BHS DENOTES STREET TREE / / \ \ RE \ 14 DSE 4 / / \ / 4 ------ ---- VDENOTES BUFFER EVERGREEN / \ \' 9 � / / � / / �\\ \ / ` � \\ / / / / � _ I 3 NOS \ DENOTES BUFFER DECIDUOUS \ \ �/ / °Q � / l / 5 \ TREE / / \ \� g / i ^ \ DENOTES BUFFER ORNAMENTAL � / / / / \\ \ \ / / \ � G \ \ � °° W W \ \< \ \ \ / \/ %1 W W W �\ 6 2\ j \ / / / / W �h�W W W W �Y / /W \ \ \ \ \ W I 28� C)\ 3/ G \ \ \ FUITURE_M��IUM�ENT SIGN J \ — — as W W W W\ W W W W W W W W \ l \ �/ _DD 16 PGM a s 3 BHS — 1 I \ \ \ \� � W •r W W W W \ O IW W � \ / D � —a------� — — — _ 0 I r— \ I 10 B VL III I I </ 4 l�i / // • /^\\\\ \\ \\ v /W �.Q � W� // \\ \ G / � / G_— —� 3 SWO I I c;II III- 1 II I L_ G 5 BHS �A \\\ X\ \\ /// W ,►� W / / / / \�\ / \ SEE MEDIA 1 PLANTIN ET IL o I I SHEET _ 1 \ I W W W W W W / / / / o / / F I 1 \ L — — — — — — — — — — — — �.� �. �_\/ / �: �` 2 SW — — — — -- I 3 BH S \ I I I i i I \ � ' ' ' W W W \ �— f; I 1 / 1 i i T/ 0 150 300 450 — L_------I� I I \`�`� \ I U / L / I I \ Call 48 Hours before digging: GOPHER STATE ONE CALL \ Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0008260PLF04.dwg Latest AUV1S10it LAM:09/04/19 Date: U9/U4/16 Sheet: 4 OF 6 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE ARCHrrECT under the wa f the State �Nfinneaata 07/26 118 City Comments 01/31/19 Revised for New Lot Layout 02/14/19 Revised for New Lot Layout 09/04/19 Revised grading for Outlot E Cory Meyer Date 09/04/19 License No. 26971 Dedgnea: SAR Prepared for: » CPDC- Drawn: S" Record Drawing by/date: Pratt -Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Oneka Place Minnesota Final Landscape Plan © 2017 Westwood Professional Services, Inc. I I , . 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I I I\ I I I I I I I I I I / I JI IL JI IL _ JI IL _ I IL - JI ►L ' ' 1 J I I I I W� �\ W_W a ---►---I--� L- Planting Legend — W W W W d• `� , I v 1 I/ I ,� DENOTES STREET TREE v — — _ � — _ _ — — _ _ I —I —I F — / O DENOTES BUFFER EVERGREEN � � I I I I I I I I 1 I� � / — I I I I I v I I I/ I I I — — -- ---- I DENOTBUFFER DECIDUOUS I I `� I I I I � I I L I ES I TREE o I I I I I I I I I I I I I I I I / I I I ° ♦ J DENOTES BUFFER ORNAMENTAL G I � c_ _� � G�� G I I ► — � � i G ---G j L---� G I �---- I I I __-' ---� I GII I 1, ,11 G _� �_--- I I I ---� ° I o l I I I --- I - - _ I /° __ — — LL _ / I _ _ — --- — _—ILJLJI v W �-- /_ �C J , I �W —a1L W / �� V/fl r a — — —I _ 25 DSE — — o__ — I I o III r— G i G I r---------� �G /I I / � / / W.r W f -7 -- 10 BVL I / / � I 1 III III I I I I _J ���, / // /Q'a ,�- L111 v /Cn /% \ W W "IN ' . L I I C.D -10, I / 1 // (G \ l / i 101 I / I,T 7-/ 9 SGM i / \ W W W W W W —�• W /W W W W r W W ` 0 150 300 450 Call 48 Hours before digging: \ \ GOPHER STATE ONE CALL \ I I \ I I City Area 651-454-0002 y I \ � Mn. Toll Free 1-800-252-1166 1 0008260PLF05.dwg Latest Revision Date:09 04 19 Sheet: 5 OF / / Date:09/04/18 6 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE Final Landscape WestwoodP y s� Prepared for: Oneka Place ARCHITECT under the wa f the State of Minnesota 01 /31 1 8 City Comments CPDC Pratt Oakwood LLC Partnership 01/31/19 Revised for New Lot Layout QIeC�[ed. 1N'j1Vj � � Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 02/14/19 Revised for New Lot Layout Plan Fax (952) 937-5822 Minnetonka, MN 55343 09/04/19 Revised grading for Outlot E Drawn; $AR Toll Free (888) 937-5150 westwoodps.com Cory Meyer Record Drawing by/date 35 Westwood Professional Services, Inc. Date 09/04/19 Licem No. 26971 Vadnais Heights,Suite 100 ow B v MN 55110 Hugo, Minnesota o 2017 Westwood Professional Services, Inc. Seed Mixtures Planting Details Planting Notes 33-261 Stormwatpr Smith & Wpst Common Name Scientific Name Rate (kg/ha) Rate (lb/ac) % of Mix (% by wt) Seeds/ sq ft big bluestem Andro 0 on gerardii 2.24 2.00 5.72% 7.35 fringed brome Bromus ciliatus 2.24 2.00 5.73% 8.10 blue'oint Calama rostis canadensis 0.07 0.06 0.18% 6.40 slender wheatgrass El mus trach caulus 1.12 1.00 2.85% 2.53 Virginia wild rye El mus vir inicus 1.68 1.50 4.28% 2.31 switchgrass Panicum vir atum 0.43 0.38 1.07% 1.93 fowl bluegrass Poa palustris 1.19 1.06 3.03% 1 50.70 Indian grass Sor hastrum nutans 0.13 0.12 0.36% 1 0.55 prairie cordgrass S artina pectinata 0.43 0.38 1.07% 0.91 Total Grasses 9.53 8.50 24.29% 80.78 awl -fruited sedge Carex sti ata 0.28 0.25 0.71 % 3.10 dark green bulrush Scir us atrovirens 0.21 0.19 0.54% 31.70 woolgrass Scir us cyperinus 0.07 0.06 0.18% 39.00 Total Sedges and Rushes 0.56 0.50 1.43% 73.80 Canada anemone Anemone canadensis 0.08 0.07 0.19% 1 0.20 marsh milkweed Ascle ias incarnata 0.12 0.11 0.32% 0.20 leafy beggarticks Bidens frondosa 0.12 0.11 0.31 % 0.20 flat-topped aster Doellin eria umbellate 0.07 0.06 0.17% 1.50 spotted Joe pye weed Eutrochium maculatum 0.07 0.06 0.18% 2.19 autumn sneezeweed Helenium autumnale 0.15 1 0.13 0.36% 5.97 obedient plant Ph soste is vir iniana 0.08 0.07 0.21 % 1 0.30 tall coneflower Rudbeckia laciniata 0.08 0.07 0.21 % 1 0.37 New England aster Symphyotrichum novae -an liae 0.08 0.07 0.19% 1 1.56 blue vervain Verbena hastata 0.06 0.05 0.15% 1 1.85 olden alexanders Zizia aurea 0.22 0.20 0.56% 1 0.79 Total Forbs 1.12 1.00 2.85% 1 15.13 Oats or winter wheat (see note at beginning of list for recommended dates) 28.02 25.00 71.43% 11.14 Total Cover Crop 28.02 25.00 71.43% 11.14 Totals: 39.23 35.00 100.00% 180.85 Purpose: Stormwater pond edges, temporarily flooded dry ponds, and temporarily flooded ditch bottoms. Planting Area: Tallgrass Aspen Parklands, Prairie Parkland, and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west), 36, 4, Metro, 6, 7 & 8. Oneka Parkway Planting Detail 35-241 Mesic Prairie General Common Name Scientific Name Rate (Ib/ac) Rate (kg/ha) % of Mix (by weight) Seeds/ sq ft big bluestem Andropogon gerardii 2.00 2.24 5.480/6 7.36 Indian grass Sorghastrum nutans 2.00 2.24 5.48% 8.82 side -oats grama Bouteloua curtipendula 1.60 1.79 4.39% 3.53 little bluestem Schizachyrium scoparium 1.60 1.79 4.39% 8.82 nodding wild rye Elymus canadensis 1.17 1.31 3.20% 2.23 slender wheatgrass Elymus trachycaulus 1.00 1.12 2.73% 2.53 kalm's brome Bromus kalmh 0.50 0.56 1.37% 1.47 prairie dropseed Sporobolus heterolepis 0.07 0.08 0.18% 0.39 switchgrass Panicum vir atum 0.06 0.07 0.17% 0.32 Grasses Subtotal 10.00 11.21 27.39% 35.46 black-eyed susan Rudbeckia hirta 0.31 0.35 0.86% 10.56 purple prairie clover Dalea purpurea 0.19 0.21 0.51% 1.03 Early Sunflower Helio sis helianthoides 0.13 0.15 0.34% 0.29 blue giant hyssop Agastache foeniculum 0.06 0.07 0.15% 1.82 lead plant Amorpha canescens 0.06 0.07 0.15% 0.25 Canada milk vetch Astragalus canadensis 0.06 0.07 0.17% 0.39 white prairie clover Dalea candida 0.06 0.07 0.17% 0.44 Canada tick trefoil Desmodium canadense 0.06 0.07 0.18% 0.13 stiff sunflower Helianthus pauciflorus 0.06 0.07 0.17% 0.09 wild bergamot Monarda fistu/osa 0.06 0.07 0.17% 1.61 stiff goldenrod Oli oneuron ri idum 0.06 0.07 0.17% 0.94 smooth aster Symphyotrichum /aeve 0.06 0.07 0.17% 1.26 hoary vervain Verbena stricta 0.06 0.07 0.17% 0.64 golden alexanders Zizia aurea 0.06 0.07 0.15% 0.23 common milkweed Asclepias syriaca 0.04 0.04 0.10°/0 0.06 butterfly milkweed Asc/e ias tuberosa 0.04 0.04 0.10% 0.06 blue vervain Verbena hastata 0.04 0.04 0.12% 1.50 rough blazing star Liatris aspera 0.03 0.03 0.08% 0.18 great blazing star Liatris pycnostachya 0.03 0.03 0.09% 0.13 heath aster Symphyotrichum ericoides 0.03 0.03 0.09% 2.30 Forbs Subtotal 1.50 1.68 4.11% 23.89 Oats Avena sativa 25.00 28.02 68.50% 11.14 Cover Crop Subtotal 25.00 28.02 68.50% 11.14 Total 36.50 40.91 100.00% 70.49 Purpose: General mesic prairie mix for native roadsides, ecological restoration, or conservation program plantings. Planting Area: Tallgrass Aspen Parklands, Prairie Parkland, and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west), 313, 4, Metro, 6, 7 & 8. 5' CONCRETE \ NOSE \ \ Q° \ c� o B618 C&G \ \ O Z\ 12 SDL \ MI ® 1 SHREDDED \\ \ \ � \ BARKHARDWOOD WM � CH \ SOD \ 2 FDD \ \ 4 RUS 3' MINIMUM \ 3' WIDTH ROW D 1 ROW � 11 SDL 1 1 6' WIDTH (TYP.) \ 5' � I \\ 6 I 4 FDD , \ \ \ EDGING \ \ \ (TYP.) \ \ 10' BITUMINOUS7< \\ \ 12 SDL TRIAL \ \ SOD \® 4 RUS \ \ L1 t PLANTING BED TO \ 4 FDD MEET EXISTING PLANTING BED 1 i AA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Reviskm8. direct supervision and that I am a duly licensed LANDSCAPE ARCFHTECT under the the State of h innesota. 07/26 118 City Comments 01/31/19 Revised for New Lot Layout 02/14/19 Revised for New Lot Layout 09/04/19 Revised grading for Outlot E Cory Meyer Date: 09/04/19 Ucenee Nm 26W1 DECIDUOUS TREE PLANTING PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, (OPTIONAL) FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. LAST REVISED: ; PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, (OPTIONAL) FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING ao POSTS TO BE 2"X2" STAINED 47 - WOOD OR PAINTED STEEL osiip4� DELINEATOR POSTS. PLACE 3 oc" V o POSTS EQUIDISTANT AROUND ode AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - I' ' DO NOT PILE AGAINST TRUNK. DI FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. ;I II II I' SCARIFY SIDES AND BOTTOM OF HOLE. I I I -III REFER TO AMERICAN STANDARD III-III-i �I-III- FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. LAST REVISED: Westwood EVERGREEN TREE 06 05/13D PLANTING LA29 Final Plant Schedule CODE QTY. COMMON/BOTANICAL NAME 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. FIELD SUBSTITUTIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT AND/OR CITY PRIOR TO INSTALLATION. 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. AT TIME OF PLANTING ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, OPEN WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5: 3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. AT CONTRACTOR DISCRETION, TWINE AND TOP OF BURLAP MAY BE LEFT ON FOR INITIAL YEAR AFTER INSTALLATION ONLY IF BIODEGRADABLE TWINE AND BURLAP ARE USED. CONTRACTOR TO VERIFY TWINE AND BURLAP DEGRADATION AFTER ONE YEAR PERIOD AND REMOVE ANY REMNANT MATERIAL AS NECESSARY. 11. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12. REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14. STAKING OF TREES IS OPTIONAL AT CONTRACTOR DISCRETION; REPOSITION AND PLUMB IF NOT PLUMB AFTER ONE YEAR. NON -PLUMB TREES TO BE SUBJECT TO WARRANTY REPLACEMENT OR REPAIR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) AND TO BE NATIVE TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. 18. EDGING TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED EXCEPT POND AREAS AND WETLAND BUFFERS (SEE GRADING PLAN / EROSION CONTROL). SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. LAWN SPRINKLERS/IRRIGATION SYSTEMS SHALL ALL HAVE RAIN SENSORS TO LIMIT UNNECESSARY WATERING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. SIZE SPACING O.C. MATURE SIZE FDD 10 Fire Dance Dogwood / Cornus sericea 'Bailadeline' # 5 Cont. 4'-0" O.C. SDL 35 Stella De Oro Daylily / Hemerocallis 'Stella De Oro' # 5 Cont. 1'-5" O.C. RUS 8 Little Spire Russian Sage / Perovskia atriplicifolia 'Little Spire' # 5 Cont. 2'-0" O.C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Latest Revision Date: 09/04/19 sAR Prepared for: NTM CPDC-Pratt-Oakwood LLC Partnership Drawn: S" M Willow Lk Blvd. Suite 100 Remd njMiLnbytdatc Vadnais Heights, MN 55110 Oneka Place Minnesota I I E I !I 0' 10' 20' 30' Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0008260PLF06.dwg Date:09/04/18 Sheet: 6 of 6 Landscape Details 0 2018 Westwood Professional Services, Inc. ucti Vicinity Map tor z (Not to Scale) Grading, Drainage and Erosion Control Plan for Oneka Place Hugo, Minnesota 3rd Addition Prepared for: CPDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Contact: Len Pratt Phone: 651-429-8032 Prepared by: Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Project number: 0008260.00 Sheet List Table Sheet Number Sheet Title 1 Cover 2 Overall 3 Grading, Drainage and Erosion Control Plan 4 Grading, Drainage and Erosion Control Plan 5 Grading, Drainage and Erosion Control Plan 6 Grading, Drainage and Erosion Control Plan 7 Street Profiles 8 Street Profiles 9 Details 10 Details �1 am NO. DATE REVISION SHEETS 1 06/18/18 Added Erosion Control All 2 06/22/18 Added Phase 2 Grading All 3 07/05/18 City Comments All 4 07/27/18 City Comments All 5 08/17/18 Updated Streets & Pads 3-5, 7 6 09/06/18 Updated per Final Plat All 7 10/12/18 DR Horton, Inc. Revision 1-6, 9 8 01 /30/19 DR Horton, Inc. Revision 1-4 9 02/11 /19 Phase 1 Record Plans ALL 10 02/15/19 Revised Wetland E Outlet & Street Names 5,7,8 11 05/08/19 Revised Block 6 Grading 2-4 CONTRACTOR. ARNT CONSTRUCTION COMPANY RECORD DRA WING CONFORMING TO CONSTRUCT70N RECORDS BY Jerrod McCarty DATE 02/11/19 WESTWOOD PROFESSIONAL SERVICES Construction Plans for Grading, Drainage and Erosion Control Plan for Oneka Place Hugo, Minnesota Contact: David Hempel Date: 06/01/18 Sheet: 1 of 10 0008260CVF01.dw © 2018 Westwood Professional Services, Inc. GENERAL NOTES: LBGBND6 -ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE FINAL PLAT OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD —VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 454-0002. • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON —SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE GRADING. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. THIS INCLUDES MAINTAINING DITCH FLOW FROM THE EAST SIDE OF PROJECT, THROUGH THE PROJECT, TO THE NORTHWEST CORNER OF SITE WHERE DITCH EXITS SITE. • ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS OF ROUGH GRADE COMPLETION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT TRAPPING SYSTEMS INSTALLED AROUND THEM. • THE SITE MUST BE KEPT IN A WELL —DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. • PHASE 1 AREA TO BE GRADED = 31.7f AC. • MATERIAL STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. • EQUIPMENT STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. • WASTE STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION (DUMPSTERS, CONSTRUCTION DEBRIS STOCKPILES, TOILETS, AND WASHOUTS). DENOTES SOIL BORING DENOTES SILT FENCE HL DENOTES HEAVY DUTY SILT FENCE DENOTES PHASE 1 GRADING LIMITS r98 DENOTES EXISTING CONTOURS �980- — DENOTES PROPOSED CONTOURS DENOTES EXISTING STORM SEWER �►►� DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES BIO—ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW E.o.F. ELEVATION — — DENOTES DELINEATED WETLAND 0000000000 DENOTES WETLAND IMPACT ===== DENOTES PHASE 1 STREET AND UTILITY DENOTES TEMP. SEDIMENT BASIN WITH SKIMMER LOT CORNER ELEVATION 99 LOT NUMBER fDRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD LO 517.0 ( IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION FRONT GARAGE SLAB ELEVATION 04 N N L0 LO DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. SE = GRADED WITH THE FRONT SEWO = GRADED FOR 3.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION AT FRONT OF HOUSE. NOTE: THE (1) INDICATES THAT THE GARAGE IS 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. WO = WALKOUT LO = LOOKOUT R = RAMLER SLO = SIDE LOOKOUT SE = SPLIT ENTRY SEWO = SPLIT ENTRY WALK OUT TYPICAL LOT Westwood I hereby certify that this plan was prepared me or under my Revisions Prepared for: direct supervision and that I am a duly licensed PROPESSIONAL Dom; CTY ENGINEER under the laws of the State of Minnesota 6//18 Added Erosion Control 10/12/18 DR Horton Revision 0CPDC-Pratt- PhoneOakwood LLC Partnershi6/22/18 Added Phase 2 Grading 01/30/19 DR Horton Revision C>ec]ced: JHB (952) 937-5150 12701 Whitewater Drive, Suite #300 /� 07/05/18 City Comments 02/11/19 Phase 1 Record Plans Fax (952) 937-5822 Minnetonka, MN 55343 07/27/18 City Comments 05/08/19 Revised Block 6 Grading 1)=Wn CTY Toll Free (888) 937-5150 westwoodps.com John Bender 3500 Willow Lk Blvd. Suite 100 09/06/18 Updated per Final Plat Record ��►B �/&ft JPM VadnalS Heights, MN 55110 Westwood Professional Services, Inc. Date: 05/08/19 License No, 43358 $ ��•�.err:7Ca3��1:�G�i�����1��1C7�CZlhirl�l��Ld�1,5/Jb��I RECORD DRA WING CONFORMING TO CONSTRUCTION RECORDS BY'ro ,.McCarty SERVICESCarDA'GTI02/11/19 WESTWO Oneka Place , Minnesota Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 0' 150' 300' 450' Latest Revision Date: 05/08/19 00082600AF01.dwg Date: 06/01/18 sheet: 2 of 10 Overall © 2018 Westwood Professional Services, Inc. Call 48 Hours before digging: / OUTLET 915.0 / ' /\\ \� zti1. ! E.O.F. \ \ % sT - - - 811 or ca11811.com / \ / i rn E.O.F. P T- Common Ground Alliance 925.5 H WL 916.5 i / �\ � 927.E � \ � / � •/,� • -� ' 924.05 �° � • / / i9 926.69 \ \ / / \ lit ■ ■ 925.96......' rn 40 ti� 0 923.05 92. 6 ■ 922.67 O.F. • / LP r'�� G \ \ �\ \ C ■ ■ s .....'...'.'.'.'.'.'.:...'.'.'.'.'.".. 925.88 26.5 M EROSI ON CONTROL NOTES: CONTRACTOR: ARNT CONSTRUCTION COMPIANY \ �o •��' / �� 923.19 .....'::.'926.04, 923.51 926.16cV � r 926.23 926.60 \ \ / OA \ P91 • ALL SILT FENCE AND OTHER EROSION CONTROL 'I RECORD DRAW/NG �,� / 2? \ \ F. 9 29 9 / \ ::::: : .925.53. %INE LAND I F� A C FEATURES SHALL BE IN -PLACE PRIOR TO ANY 925.85 922.11 °��"L9 02 g / 927.E \ \ g2�' \ \ `�,� s �Z :.........26, :'. '..' ............' .......'.'........ :_.,..\ :' :. CONFORMING TO CONSTRUCTION R CORDS. 9ti / o. g �. 12,81'0 SF.:.'. / ° .'.. 923.04 EXCAVATION/CONSTRUCTION AND SHALL BE \ \ 6...........................'...'.'.'.'.. . / 'I rn G `\ cS i 9Z "" "" ' ""' "•" "' MAINTAINED UNTIL VIABLE TURF OR GROUND t �10 °Jg�L_'/ ate. \TEMP ROCK EXIT O N 926.04..'.'.................'.'.'......'. 06 o .' 926 BY Jerrod McCarty DATE 0 11 19 / \ mod, \ �, \ �, , `\ ::...::.. ........,. 922.13O „0 921,91 COVER HAS BEEN ESTABLISHED. EXISTING SILT WESTWOOD PROFESSIONAL SERVICES \ \ / / / / O 9�1 • 9 �O \ AFTER STREET S tr1 O / i \� (�ZZ,1C 922.00 7921. O� JO r pJ \ ° \ � �-� 921.00 n� 26.87 O � 926.03 _� �...�j FENCE ON -SITE SHALL BE MAINTAINED AND OR PHASE 1 IS PAVED \ 922.02-920.95 917.25 O° 922.94 Ci."" 923.. � o,.�.,o�'� REMOVED AND SHALL BE CONSIDERED INCIDENTAL '� • 17. 7 922•( TO THE GRADING CONTRACT. IT IS OF EXTREME 914.38 �20.87' TEMP DEWATERING CFg,7.,7 x 918.z7 ' IMPORTANCE TO BE AWARE OF CURRENT FIELD 916. 55�' 915.62 O ti • 'L 9 915.46�� /✓ PHASE 1 STREETS TO TE�491855ASIN y �\ 9 / ya 9 g. dE9,5szz.o3 9n.3: CONDITIONS WITH RESPECT TO EROSION CONTROL. 03�ry'fj• \ G / G OJZ -_- �6 N 921.97 920.96 911.76/ / 924.4044 / 921.88 D \ / \ \ cs� (s \ ` s11 7s-� 911.72 91257 TEMPORARY PONDING, DIKES, HAY BALES, ETC., 927.82 / 922.90 GRADING CERTIFICATION / �� \ \ / / / �. �-° 9 \ \ 4 / \ \ \ t �`�92462 s1s.4s POND 7 928 9z74o s1zs2, REQUIRED BY THE CITY SHALL BE INCIDENTAL TO / / / / 9 \ 922 8g \ �, / X 92s.s2\ X 911.80 OUTLET 9 2 2 _ s12.2a o - O - THE GRADING CONTRACT. DENOTES FIELD CERTIFIED ti° \ / ��� rx \ �' / / x 911.76 920.91 ° \� r925.25 \ 912.46 O \ O / `L 2s.s o 2 911.78 _ 915.59 C • ALL STREETS DISTURBED DURING WORKING HOURS GROUND ELEVATION (TYP.) / o,^��� �ry /� G 9930 \ \ \ / mac+, \\ I \ c1 \ �' 4'0 �91190 %� g23' v°C MUST BE CLEANED AT THE END OF EACH / \ / ° 9 S1 • J 05 / \I'[/ V / / �Np \ \ ` 916.25 X 911.79� 915.90 � ' . 92 74. \ 922.02 925.74 .'.' r :'.'..'.'. I S WORKING DAY. A ROCK ENTRANCE TO THE SITE .{O , �• N '�� I , \ , ' { / 929.86 917.05 ��491z sod MUST BE PROVIDED ACCORDING TO THE DETAILS OJZ �9 \ W \ i � '.'\. 911.85/ /�.............�.:........ \ �� �912.95- 8 / \ / // �•� g2 / \ I cp \ 922.08 / .. �.' .'.'.' .'..' .'.'.'.' / / I I , r PO� TO REDUCE TRACKING OF DIRT ONTO PUBLIC X STREETS. �� / �J1 \\ �, \ \ 30 m 1 92os4 TEMP BASIN 7 916.36 30.00 917.80. ti / N z N 1930 / .. I29.01 / -I nU T E •� G g / •o / (,, \ 0 4 \ N � 927.08 \X 924.72 911.90 XTEMP SKIMMER :::� 925.84-� X 921�`rp 922.09 . • / SEED &MULCH ALL DISTURBED AREAS, LO DURING CO STRUCTION 923.0o EXCLUDING ROAD BEDS & PONDS BELOW SAFETY y 3 / / 917.82 / �O \ t�jtW -� 916.04 I� 921.98- H \ i i C N �V 911.83 X 922.12' ' ' ' ' 923.12 BENCH. OCP \ 1 r i � / ' / � \ \ ice•.. ..'. i '.'.. V 921.09 .. ... ��:_._._� �JC'923.14- IE 916.0� / \ / 917.84 '������ � � � \ / � � � � \ � � � � 92 X7929.05 / / .....� :.� .� � .i •PROVIDE DOUBLE ROW OF SILT FENCE FOR 914.71 916.04 \ 920.92 N' - GRADING ADJACENT TO WETLAND AREAS. 2c0 rjo \ / 1 9 .96 X/916.93 7JZ / O ... •� 910.95'917.93 / ` Q 915.08 /.'.'.'.' .'.'.' .'.'..' 9 .�•: ::' - G� / \ i 925.44. ` Y 93 910.83 \ X\ 14.987 \ X 927.1 917.34 g \ \ _ \ 922.07...932.29 / ty O y .. 915.00 / \iiiCCC\\\ \ V / .. . 1 �905./ 4 o \ o \ �� N \ CA ff 925.6929.52' / 1 44 rn �' `� W E L AND I M A T:.::.::.......5 o 0 0 / \ -31'0 W a` O I X 935.66 1 GENERAL GRADING &DRAINAGE ° / 915.90 rr �W "' 931.96 O O 10 4.8 X 920.64� ..'.'. / g08 48 FUTURE 18 EOF CULVERT \ �3 1 914.95 / �� \ - 8,730 SF::.::.:::. ° °o 0 0 0°0 : I \ 1 3 1 NOTES: 917 � � 905.57/ POND 8 TEMP EOF DITCH \ \ 7. •ALL CONTOURS AND SPOT ELEVATIONS ARE "�`�' 912.87' / / 1 O o O o o O o 0 0 0 b g 34.8 I g 1 / ° / ' / °� °'°�' �' �` : sis.o4/ " IE = 920.0 Lo \ c� 4 . ° °o°o° o °: :. I I �• / Orl /ti �9 9os,92 905.83 �.... \ (,,w \ 922.12.. P ROCK EXIT o 0 0 0_ 1 � o 0 0 � �� I I I SHOWN TO FINISHED SURFACE/GUTTER GRADES s,�9 / sos.7s 919.05 ( rv, \ \ - 9zs.43 92s.oa A TER STREET �-JDc o0 000 0 °. I 34 s UNLESS OTHERWISE NOTED. ° 3 0 �° 30, ' ° 911.83 x 905.74 \�\ 9 , , \ PHA E 1 IS PAVED o 00000 0 .o.. o I 1 �.� Q9 0� / \\:4� \ \ �u� g34.8 8 / ^_ / � � _ 7�sosss 914.97 l � � � 1 • � � 922.02��� ����932.33 o O o � � � 1 9'J REFER TO THE SITE PLAN/RECORD PLAT FOR \ �' o \ \ f 1 / °� ^o O• Ot 905.65 Ix 917.41 N \ \ c9 { 929.37 O o I I O g38.0 MOST CURRENT HORIZONTAL SITE DIMENSIONS \ \ / ° O / / \ \ / tip' POND 8 �� N 925.17 9 SE 7.4 AND LAYOUT. REMOVE EX. FES / h rL �., . 909.75�.: 9�5.93 '� \ � ������ � � 93 \ \ ° \ / / i NQ CA CA 924.99° SEWO G 915 98 905.76- OUTLET 916.0 X g05.48 i 931.4 /::::.:::::: o O qq • THE CONTRACTOR SHALL VERIFY THE LOCATION �_\ / I ` cv \ N� \ 9z7_�o / °o°o d° 938.0 G 1 1 O� h 914. i... gg g37• I - AND ELEVATION OF EXISTING UTILITIES AND / ►� / t / X 910.44 905.37 905.61, H WL 920. 0 X 905.89 gp5.79 � � � \ r X 929.ao 1 � TOPOGRAPHICAL FEATURES WITH THE OWNERS X 909.61/__:: \ \ 0 0 _-_9z8.41..:..:` • 934.3 ° ° - 935.51 905.39 POND 8 TEMP DITCH f - �/ _ \ �rn _ _ _ _i AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE \ O �O O O O X 922.97 X 905.70 91235 o \ a CL-CL _ CL- ,,,, ° IE = 916.0 914.96 9 co Ww J v' "� "� - 'tP CONTRACTOR SHALL IMMEDIATELY NOTIFY THE �j \ °o "2�" h• X914.95 / c N POST GRADING SILT FENCE 931.59 �° � O � 930 0000 000 o Ory��. >> A s18.3s'.'.'._'.� 91s.00 91p 905.38 905.s4 / .�. � 915.99 � � � o� \ ry � - �� '� ���� � � � � � � � � 35.4 � ENGINEER OF ANY DISCREPANCIES OR / u. X 905.70 - / �� VARIATIONS FROM THE PLAN. REMOVE EX. STMH ° c� o 0 0 0 / 908.74/ 918:so �. ? w �"� 24 O.E O O O O 917.83 910.12 930.8 O O O O° 915.92 915'02 911s1 j... Q N N 5 ••• k35.s8 • ALL CONSTRUCTION SHALL CONFORM TO LOCAL C�916.03 : _ X 905.75 X 914.94 \ w \� w 3 ►►► �� o,`L�1t• \ o,� O � / o 0 0 � �� [� � � N \ N o w 21 93�3 23 �_ RULES. 923.38 919.82 914.9'4'915.06 915.99 905.63 915.95 / \ W W 1.85� 935.56 O 907.93 E.O. F ► w _ - 1.33% N►i 6 909 92 / / 933.04 934.31 ' *POSITIVE DRAINAGE FROM THE SITE MUST BE Oj O916.03 910.68 x 919.18 W 1 32• \ � Cf O O O � � 917.69�...�.�. \ �• 9 O O O O O 92c915.06�C/ 910.30 \ \ / l 932.46 933 27 933.88 PROVIDED AT ALL TIMES. 916.00 � �� �� �������� � / 922.26 O�O O O°O O° y11.74 907.60 X 914.96 / / i / \ \ r0 / / ••• a 936.00 / v O O O O O 916_.1_3 ° Q 915.98 905.64�C/ XX 908.18 \ �j - I r0 ? \ O O O 0o0O :Q° 914.98 905.69� �X,914.99 917.70 ` 911.90 / OJ / ,� g / -►►► mod- I O O O O O O 911.18 - ° 911.67 917.64 .. 915.01 \ / 3 1 Ni tr1 HP - O \ 9 ��� � � O• 93 34.9 M rn � 34.9 5• o / / 933.61 W _ 934- - - -34 % M .% 5•� I I ti� o --- 924.05 905.64 907.59 �916.03� X 91\00 %8v�{ Qj \ M X 914.93 I w w \ 919.89 O 917.60 917 45 / '�j u' 933.33 ' LP rn 930.27 ° 9Q 909.95'X\ 9\25 917.32 . / \ 933.0 I I 33.95 I J i0 W 916.11 / O �X 907.57 915.94�''''' / \ �° / CL-CL G 935.4 7 (tD,, " \ 914.93 \ �\ \ \ OJ t� / I C I (l1 O X 917.69' / O� fn 9,0.01 0o W�LAND IMPACT 914.93 1� � is 936 g36o 1 LO(�� / \ \ 905.25 O O C X 911.18 \° / 93 1 I O 923.48/ r.' °O 1 0, 570 SF 934.76 �6 \ \ G a 1 1 928.1 I I- I O I / 911.35 / -/ o'�`ti j9zo.55.. POND 8A TEMP SKIMMER TO DISCHARGE / /' 91s.o4//- �,. 91608 TO TEMP DEWATERING CHANNEL � X909.� ° �9 .67 p • / 915.11/ IE - 916.0 905.99 � \ o „ 911.27 �J 914.91// % \ C� �6� S C' g0 \ 1 1 931.1 I I 4 I I o � 905.28 O 19.88 \ �,° y,� q� / / / 1 1 POST GRADING SILT FENCE � I J I `- / / ��D / / \ \ \ �,° \ \ 931 1 1 3 -I-- I 0 . I o z i \ • r0 915.9s 93 1 �9 I I d I o / X 905.98 // \ \ / . 35.48 O'O. �rL 915.37 907.59.' � \ \ , \ \ / � � _ _ 3 .• I - f X 922.35i. 0 \ / L ... 41 X 910.59 / O �/ \ `3is / G ~J�' i / G� - - �pto ✓.. / / 905.84 / 910.03 3 / / i 3 W ................ .. 91, 906.11 906.02-p 0 N D 8 A x .' 9i s.14 �° / X 915.46 / r8. n� / S ��� p�. \ \/ I � 1 / 99L,1 �° �l��' \ / / 912.34 904.47 4 OUTLET 916.0 / 9 0' °.. ° s ' ' \ ti ■� w 921.97 X 905.93 �906.53 % ^� �\' / O / \ \ / WTLD G �' / 9ry'� \ 3/ 905.81%X / // Qj nC��j O \ \ \ / ".'.:�.:.'..'. Crl rn G7 ,5 % `09.22 H WL `19.9 X 968.19�`� `v B 0 T 9 30. 0 912.48 X 906.89 \ �p,�t� • / / I '.'.'.L'.'..: I ■ - - �- / ® Xi--907.56 910'08 �•'/ POST GRADING SILT FENCE / co \ \ 3/ / / 1. OUTLET 931.5- " " -X915.02 996.12 M M X 914.91 \ i 911.sz / o) 4•S Dc° � \ / :..:.1. ....... H 910.26 X 905.56 r / WL 931.8 _ - 915.09 '1 / O \ X 915.06 916.10 I g / I rp''\ \ \ .':'�..............:.:.:...........:....... 912.92 / '.'916.15 •`S � 2 \ \ / / / ... � 31.9- 34.0 / \ \ / I I 9 I � � 9J��6 \ ....'. 916.08:..'.'. .......................... .. 915.02 X 907.64 ..' ' )C� 920.08 n0,' C 0 (� / / /� � \ / I 1�, � 32.53 909.55 / CO^' n/ \ I I ■\4 '.'... ...' 919.85 \ rn� rn ►1%: 9 33.6 9 :. -- y% L O �� 921.18�� M X 914.90 ................ .............. 921.88..... ....................... � �915.08_ 912C(915.05.. .. 01 ...... 916.14 �915.01_ ... 6 ' 916.01 ' \ X 915.01- / cV 924.11.. 915.94 '919.98 / / O) I s 3 4 .......'.................... v.�`915.96 I X 915.01 2 lT\ 37 926.03 ......... REMOVE 572 LF OF EX. STORM SEWER' I i920.00. " .'.'.'.'.'.'.'...916.12.'..'.'. 1 925.76 �.'................... • �� • M 6.6.'..... .'............... Cq O �. ... [Ir rn c0 926.30 �.........X 920.32 r7 r,)� I I �O) I I M ..... ...... ............ o CR POND 5 w / I :':'1:':': (� ...... X.....T/... I ... . / I °f v� �. oMirn °' rn I I °�' / 925.60.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.:.jC. 925.10,... ...... 923.74 ....'.'...'.'.'.'..'.'.' I U TLE T 9 2 4.5 \ .............. ............'.'.'............ 924.27 n I 1 I r) 1 931.22 1 0 O O) I I I • E.O.F. REMOVE EX. STMH - - j0 930.62 927.63 O) I I o HWL 925.4 931.9 97 00 TEMP BARRICADE - DENOTES SOIL BORING x 856.3 DENOTES EXISTING SPOT ELEVATION :. DENOTES WOOD FIBER EROSION I o \ �SF� DENOTES SILT FENCE ss.3o DENOTES PROPOSED SPOT ELEVATION CONTROL BLANKET xB009RD LBG1ID i-- - Psr- � DENOTES POST GRADING SILT FENCE 'l66.30 (3:1 AND STEEPER SLOPES) I I _ GRADING CERTIFICATION TEMP DENOTES PROPOSED SPOT ELEVATION I�RD AID ROCK CONSTRUCTION ENTRANCE (TYP.) DENOTES PHASE 1 GRADING LIMITS FOR TEMPORARY DITCH GRADING CERTIFICATION DENOTES FIELD CERTIFIED g 1:1DENOTES WETLAND BUFFER MONUMENT DENOTES FIELD CERTIFIED I HOLDOWN ELEVATION (TYP.) \ 80 DENOTES EXISTING CONTOURS DENOTES EROSION CONTROL ROCK CHECKS � .�� � I � �NTLD s980 - DENOTES PROPOSED CONTOURS LOT CORNER ELEVATION (TYP.) \\� I E.O.F. DENOTES EMERGENCY OVERFLOW °o°o°o°o°o - - 1 �� INLET PROTECTION TYP. DENOTES EXISTING STORM SEWER o°000°000° DENOTES WETLAND IMPACT 1 -� (TYP.) 1020.0 TW DENOTES TOP WALL ELEVATION °o°o°o°o-0 1 II I III sssssssssssssss�s 0' 50' 100' 150' �►►� DENOTES PROPOSED STORM SEWER 1000.0 Bw DENOTES BOTTOM WALL ELEVATION _ _ • ssssssssss� �* \ I A \\ I DENOTES WETLAND DRAW POND DOWN WITH ■ ss� FLOATING SILT CURTAIN DURING POND ALTERATION Latest Revision Date: 05/08/19 DENOTES EXISTING TREE LINE DENOTES RETAINING WALL FLOATING PUMP TO EXPAND I � � ■ ■ �` \ ` \ \ `\ DENOTES APPROXIMATE TREE n I 0008260GDFOl.dwg REMOVAL LIMITS 0 DENOTES INLET PROTECTION POND ACCESS ROUTE AT CATCH BASINS Date: 06/01/18 Sheet: 3 OF 10 I hereby certify that this plan was prepared by me or under my Prepared Oneka Place Westwood direct supervision and that I am a duly licensed PROFESSIONAL Revieione > area for. Designed, �"Grading Drainage and ?NG1NEffit ands the laws of the State of Minnesota 06/18/18 Added Erosion Control 01/3 /19 DR Horton Revision CPDCmPratt-Oakwood LLC PartnershiO6/22/18 Added Phase 2 Grading 01/30/19 DR Horton Revision Checked: JHB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 07/05/18 City Comments 02 11 19 Phase 1 Record Plans Fax (952) 937-5822 Minnetonka, MN 55343 07/27/18 City Comments 05/08/19 Revised Block 6 Grading Drawn: CTY Erosion Control Plan Toll Free (888) 937-5150 westwoodps.com John Bender 08/17/18 Updated Streets & Pads 3500 Willow Lk Blvd. Suite 100 Westwood Professional Services, Inc. Date: 05/08/19 License No, 43358 09/06/18 Updated per Final Plat Record 1AM10% by/date: JPM g g Vadnais Heights, MN 55110 Hugo, Minnesota © 2018 Westwood Professional Services, Inc. HP c i - - o _ o LP i O - - - 931.81 HP SF •Q \ tt 30.06 1.00% 31.06 9 ��, I REE1 - ,.0 ' 0. F.`� - 26.5 ■ 931.97 , , `/ 6.60 .......................... (V N ' .:.:X-929.65..:.:.'.'.'.'.'.'.'.'.'.'.'.'.X932.06 G - - - �� - - O 6 � n � 04.'.'_..':.':.'....'..'.'..'. ...1...�......�....: ... 9g� - N `..............�k3 N 9 926.18 3 - i G 934.5 I I G 4• G 932.6 X CL C g1_. - �. .o. G 933.3 G I I 934.0 G 934.3 G ...�.. .923.11.....d.. .. .926.18 .... SE SE 30.8 I SE 929.4 I I 4.3 p. � ,, 92 SE I 930.1 SE 1 930.8 SE 931.1 SE 918V27 � S E 55 A p t3 ... .. O 917.33 OQ. I I I I E.O.F. I I I I 912.57 930.7 I I I 912.82 927.01' 93 EMP tfH IN . I 91 T2.25 - O - 912.68 dp 923., 5. I I . \912.460 O �9�20.0.. fl. I I E.O.F. \ 912.62 0 Qo 929.2 ■�912.60 _O 915.52 000'.�.922.99 - 930.52 7.02 917.86. 918.53' 2 91X PON D r n X 926.46 7. �80: n....U..T...IE:T 923.d-�v2x2.09 6- � 922.12� I 28.3 928 925.2 027922.09D923.14 2 28V �9-28 -E.O.F.92312 929'r ............927:2 � 7F TEMP -- RO-C/K-- �EXIT 931.80 1 � I I I I I I AFTER STREET 932.47 X 932 96 I I I I I I I I I I �� I I� PHASE 1 IS PAVED - I I I I 934.5 I . 936.14 34.4 >34.a I I II 9gs. I I I I II II I I 9 /♦♦/ I 512 3 7 81 1 1 I I 931.5 1 1 s3 . 1 X g I I 927221 I 932.8 I I I 29.0 I 1 928.0 LP 934.5 934.7 1 1 934.0 1 SE 934.7 SE 933.4 34.$ g34.4 I II I E I I O SE 936.0 1 1 934.2 I I 33.1 SE 932.2 1 SEWO I 937.9 SE I I SE 937.2 I I G G I 931.5 I I SE 931.2 I I 937.7 I 937.3 G I I G 937.g 936.6 G 935.5 I I I 1 G 1 1 G 931.2 I -938 I SEWO g3-7 I 936.9 G I 937.4 I I G 11 WO g3$ o f \ G g37.1 II I I I I I 1 1 0 rci I 2 I 931.4 1 _-_-moo ---J E,O.F.-- _ ---- M ---- � \ 24 G I I _ - - a> M ''� 935.E - - r� c�N - - CL-CL _ Call 48 Hours before digging: •b - -� - _ w�� / 3 '•� ✓�, /' / \ \\ ��� 92� \ \ \ 811 or call811.com -932 92 �' / \ gti29� \\ \ � \ \ \ 921.987 Common Ground Alliance )4.919 88 30.17 C�Vvo 92 \ \ \ 922.01 I 91 £ � \ g / -•- - - G; /�918.93 5 ig 930.00 cd .L �� (j �2Fj1 \ \\\ .... /918.01 916.91 O x 930.15� N -- JO \ V �U uo \ DENOTES SOIL BORING Sao-9 _ LQ_ \ \ \ \ J :'::.:: /88 �°-' 918:00 iSF� DENOTES SILT FENCE / a - \ G 9 1 \ ' \ 922.07� / ....918.94 932 "� p g2 \ y \ / / �/.a22 ��T� DENOTES POST GRADING SILT FENCE 8.88 919.02 .. 921 87� 91 g31: 26 /........y::: DENOTES PHASE 1 GRADING LIMITS 931.8 I I 9331-B I G O g2� / \ 9 / \ \ .. 1-> / pJ20 .�C9218f..: 0 DENOTES EXISTING CONTOURS 9 \ %...........922.17 98 G 932.4 I 1. G I Ew \ \ 919 41 . r1'� 918.1 s 92g. 919.28 gZ./ 918.86 �980- - DENOTES PROPOSED CONTOURS [r 929. I I SE I I \ \ � . �-•-::� :. .... � � .... 921.84 � ��:...... �. .' '..92' .... I I I g2� ' �. ' szz.77... . DD DENOTES EXISTING STORM SEWER ........... .... . rl:I I 4 \ / 920.90 - . . . . • 918.30 �►►� DENOTES PROPOSED STORM SEWER rn I ^ a 9`L7 9 \:..:....921.88 •21:99� _:_:...... . DENOTES EXISTING TREE LINE ..... I I TDENOTES APPROXIMATE TREE ............ .........yam ........ f 921.84-...... - 918.44 ........::::............. • REMOVAL LIMITS 1 I �. 2.98......... 921.71... x 856.3 DENOTES EXISTING SPOT ELEVATION I I .... .. gBppRID LDGEp �66.30 DENOTES PROPOSED SPOT ELEVATION 2 •4 GRADING CERTIFICATION 66.30 DENOTES PROPOSED SPOT ELEVATION DENOTES FIELD CERTIFIED /TEMP FOR TEMPORARY DITCH s2,as GROUND ELEVATION (T)P.) X N 1 / ' •:••• 919.51 _ DENOTES EROSION CONTROL ROCK CHECKS I ONO) I. EXPANDED PHASE 1 E.O.F. DENOTES EMERGENCY OVERFLOW O1020.0 TW DENOTES TOP WALL ELEVATION 287 - 1000.0 BW DENOTES BOTTOM WALL ELEVATION 28.5- _ _ °i° WE AND IMPACT - 2 .0 DENOTES RETAINING WALL CP� M X 921.07 918.05 1,450 SF DENOTES INLET PROTECTION w CNN o ..o...• AT CATCH BASINS �� O • E.O.F. ................ DENOTES WOOD FIBER EROSION I ° 922-5 10' WIDE ADA ACCESSIBLE BIT. TRAIL/POND ACCESS ROUTE CONTROL BLANKET 2 • _ _ x 921.34 917.79 �8 I v (3:1 AND STEEPER SLOPES) --- -- -� I o� - - 4 1:1 DENOTES WETLAND BUFFER MONUMENT 935.51 ''' 935.98 29 ,.22 `9i� 30 9� / ::.:922:.:....... - ...... t9 ...921.57.....'..............'.'.'.'..'.'.'.... r� ......... ... 26 H P �9 28 2 - szs.31 .. - o o O o O �3 s2i,s� sn.8, o 0 0 0 0 CL- 0.60% 935.94 - 935.04 7 93 .13 - 9 sz� o :..: . . . . :.:. :::..�... DENOTES WETLAND IMPACT ;35.45 A � / =� 6 E.O.F. 3 -- 922.30. '.'...'. O O O O O O O O O O / 922.06 921.94 O O O O O N 9 27/ 927.7 / .....vzu.... 9_-920.03 "i�922.13... ....'.. .......''.'. / 935.00 N. Z \�� = X918.41� �.. .............. 35.88 to �- _927.s4 / ••-921.87 X918.49_�ss918.50K. 921.88 ••••••••••••••• ••�•• 918.04 / DENOTES WETLAND 935 44 A E.O.F. - J f.. . . . X.91 T 56 . % ` '.' ............:...... . 921.79 , O� � c� - -M / \ 21 / 918.53X N' tO 36.4 _ 935.45 - 935.6 0 - �; _ _ - - - - - !'� `� - - - �. 2� 9,7.48 ....................'.-.-.... ram- % O .' . ' X 917.24 914.01 :.:.:.. 921.90 / / POND ACCESS ROUTE 6.3 -- I -- ��r--- x �........ I I % N 918.50 �4 0 LP i I 938 I I M 93 I 1 3 G .4 I _� - 28• / 913.57 913.40�912.92 917.62 917.54' -.. ...... >.:- / •6 o I I 93 .0 I I / 908.40 , . ,... . :c G 935.8 I I � G 93 .5 I 1 � � � � ��9os.z7 � �X 914.65 N � 0 936.0 G I 935.1 G I I wo 926.0 I \ I �o �M N O .. 918. 917.56 X 908.04 9 X 90 05 910.59- - I 938.3 G I 93 WO 927.5 I ' rr / �R� X/ I / - I 938.6 SE I SE 930.3 937.E I I V I �5 ' ; °' POND 3 / 7% ry' ..:.: I I I I sEwo 4.4 I I sEw 933.3 I I I N �^ O o I 921.84 907.9¢ 908.00 / / / X 917.64 O� . ... .. RSCD LBCB■1D EROSION CONTROL NOTES: \ / \ \ X 908.12 912.31 f918.76 9 I a� I I r / �, I .. 9,2.82 OUTLET I I I / N<v o�.- _921.79% / GRADING CERTIFICATION I I 908.11 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN -PLACE 2e. I ��-I-f�dVL 920.9 X 908.23 921.82 DENOTES FIELD CERTIFIED J I 1 1 I I I / rnV I :. ' 917.63 908.24V 90812� 91s.74 PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL (n I 37.4 •2fi• I / \ , :.'.:.:.:� Ila 45� 'TEMP SKIM %G912.96 LOT CORNER ELEVATION (TYP.) VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE 913.19 ON -SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED I I 11 932.5 1 1 93 4 I 9??•5 1 926.0 I / r �9 2 / 00 .9zz.00 DURI G CONSTR TION O J N� 3 921.86 .'.'.' \ /� / ,. INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE I I I I 934.4 933. 1 I / O 1 O , , \ \ \ 908.53 908.93 /..::::: .:::::::: p AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. - - - - I 1 ^• N / o� 1 /\ X 917.50\ 913.69 • . ... .. .. �/ TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE 9 I 1 1 1 I I N N / ( x 9, 8.53 \ / / ....' .'.'.� ]C 909.42 X 917.4s'.'./ INCIDENTAL TO THE GRADING CONTRACT. _ - 1 1 I 924 I / �p�j / n/ O •� 921.92 913.91 // ��o d: I 921.90.... .. \ 90 01 ..' 91.8.53.�.�.�. - 2 �_ o> ►) rr / N \\\ \ - / :.f. s21.20 \ \ \ r • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END O o) al c� N °� 912.30 s21.3o I OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED °� - - - - - - 31 1 .¢ J I l O1 I ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. .. I2 cn �' 38.6 3 .4i7C917.70............. / 9 30�w- ............... s17.4s�SEED &MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS &PONDS BELOW 921.88 0, \ SAFETY BENCH. c,0 921.90_ �% 921.95-.. / $ \ �rn rn / rn N "� TEMP ROCK EXIT ` I:..:.:.Ls,s.54- .........:..........�i... \ r� A ...... .:.:.....:... o� � � rn� I .. �'.. � s2,.s2 2 \ • PROVIDE DOUBLE ROW OF SILT FENCE FOR GRADING ADJACENT TO WETLAND AFTER STREET \ s2,.5s. �� MM r7 Mn }: : / rna rnN 1 ::::::.:.:.:.::::::.:......y :.:::. / g \ I AREAS. 938.141 \ o1� m , ... - PHASE 1 IS PAVED a� N 1 �� �- / �rn rn 9 NN ` ......'.'......921.85:,. 9 W �/ �I o �, /0' GENERAL GRADING & DRAINAGE NOTES: / o. \ c� I :.. 3 \ 0 �I 39� - - / 1 30• 0\5- - - - 10. ��: •ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER Un 3 938.51 8• - - - :: I ,� i93� 30. - - - - 20.:: ::: : I GRADES UNLESS OTHERWISE NOTED. 14 �\ o C°tp '8 \ 1• / O ��'' _ • REFER TO THE SITE PLAN RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE O y I O �• I / n' !I)G 4 O I �, • 1 DIMENSIONS AND LAYOUT./ rn °j� /:: RBCXMW LBGMW tc �, cn0 I T 930.49 N a; Iv N I pNjp� WTLD M GRADING CERTIFICATION rn \ �,�9 c9 . THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING ;P \ n UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERFIY �q \ 9 I O / • • • • DENOTES FIELD CERTIFIED °1 �, �, 928 PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE �j \� �� \ \\ "� / HOEDOWN ELEVATION (TYP.) I O i 1 N `� 0 N rn 1 . - - - - - - 2g.0 . ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN. -94� 27.71 1� ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. .... / �S �.Io p�(� o POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.9/ gWTLD J . N 85 wo / :.:.:........... WTLD J ° "� / 930.2 ( \ p N E.O.F. _..�� cv 1I BOT 919.0 Wo 924.8�.... 01 ITI C7T 010 0 _ ..� o?_ / ...,..._. :......:.. ...:..../ �I � 1 �� --... ....�_.................. .... .. ...... . ■ ■ ■ 9 L D ��� ` / I CONTRACTOR: ARNT CONSTRUCT/ON COMPANY , 18.5 TW \ � RECORD DRAW/NG 18.0 BW WETLAND IMPACT V I I CONFORMING TO CONSTRUCTION RECORDS. POND 4 2,140 SF \ OUTLET 919.5 _ � /, -• I I BY Jerrold McCarty DATE 02/11 /19 WESTWOOD PROFESSIONAL SERVICES HWL 921.3 1 I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL Revieione Designed: Y Prepared for: C, i?NGINEffit ands the laws of the State of Minnesota O6/,8/18 Added Erosion Control 10/12/18 DR Horton Revision CPDC-Pra 06/22/18 Added Phase 2 Grading 01/30/19 DR Horton Revision Checked: JHB 07/05/18 City Comments 02 11 19 Phase 1 Record Plans 07/27/18 City Comments 05/08/19 Revised Block 6 Grading Drawn: CTY john Bender 08/17/18 Updated Streets & Pads 43358 09/06/18 Updated per Final Plat Record Drawing by/date: JPM 05/08/19 I.icease Na tt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Oneka Place Minnesota 0' 50' 100' 150' Latest Revision Date: 05/08/19 0008260GDF02.dwg Date- 06/01/18 sheet 4 of 10 Grading, Drainage and Erosion Control Plan © 2018 Westwood Professional Services, Inc. 1 Call 48 Hours before digging: 811 or call811.com Commoi_Ground Alliance - 1 -920- \ o I - �I \ WTLD D 18.0 TWT ^ C� '- WTLD A I� W BOT 912.0 18.0 BW -----� BOT 914.0 / / �.5 I I \ \ o OUTLET 912.2 %� 1 18.0 BW 18.0 TWI I I° I ✓ ! - - _ _ _ N / g2 9 HWL 912.E ` OUTLET 914.3 / �, \ 22.0 TW5 I I I HWL 914.5 / / \ \ OUTLOTB \ • 8.0 BW I I �I I I 1100 SF RETAINING WALL / I �I 922.5 I I 922.8 I I 9 I 925.2 I I NSTALLATION O 92� 9, O COORDINATE RETAININGWITH UTILITY (CONTRACTOR � �\ \ • II I I I I �'j i i i I I 926.5 929.5 DLO / � \ \ G I I � 9��0 20� � • / � � / Z1 � � I � I I I WTLD A s \ \ \ WO 920.2 I I O 925.2 SEW 926.5 SE O \ I I I LQ� 919.5 d N 922.8 SEW I 923.9 SEW ti / of I G 928.2 �, I I 927.1 G 928.4 G I I O I 927.5 � I 926.0 G 4/0 / 9 \\ / y \ `� g216 \\ 28. C 6.0 TW - L - _ - zl I N I I I I I I 929.7 / / \ \\ / 928 g / •8 \ -- / ^0 N /\ G (� 922.58 � / ��^• \ \ � _ J � Oy 2s.s3 N� � • 6 / / / �;� \ / / /�\ 17 .7s / 925.25 X 926.95 \ / //w,.. / \ / J , �j \ 923.45 19 92 YYO / 92 \ / / _. \ / 9�� O�� \ �/ / 159L6�0 ° ° o �- 9 3.03 24.41-926.39 o \ TEMP DEW CHANNEL / c` s208 / os / \ 4p �� I �l oo°o 923.13 \ 922.53 �� 2.00% \9 � \ / O \ 4 925.26 I go'A? / ° O ° O °? E.O. 24.4 N Nw • :��926.33 L.O. 9 / / °' °o°o o �� 924.9 923` 9 _ �l 27.9 N N 926>8 2�8 \ g\ \ / / / o° o o°o ,926 CL/L E.O.F.- 924.5 \ 926 ��. 8 �o y \ �p oyo /� \ G 926.6 I \ //> \ G O, �y�00 ,� SE 923.4 / \ 40 9 -9 gnj` D \ \ Cn I I \ / w 3 / �L 25.74 �\ / o I u) c� . I I rro � � - 920 • � / \ c o O / N °u rn E. . F. I W -2' I - - 8:5- . \ / -� �\ ��/ G \ �`�9.4 � WETLAND IMPACT I \ R>aooRD t D �0 \ \ / p ` \ / \4, 2 9 0 SF I N o n WTLD B GRADING CERTIFICATION ` 927.0 �� `L �\ ` // O I a, o I NI DENOTES FIELD CERTIFIED 2`�s os�s9 �,\\ \ /24.8 I I I I �. ♦i HOLDOWN ELEVATION (TYP.) Cn WTLD B �� .� �o ci^ p \ RHOORD LBGEW- I C� BOT 913.5 - -\ s ��� G�1 \ WTLD E GRADING CERTIFICATION OUTLET 913.8 ETLAND IMPACT x Cti �27.' 7 �� i I I \ DENOTES FIELD CERTIFIED H WL 914.2 / 420 SF s / o� �s CL- L ��,���� ` \ // WTLD E GROUND ELEVATION (TYP.) l o I I N PO 0 /' 6 ��, s� \ 4 \ / /B 0 T 919.7 RBCXW i�iD / o ��. ��, �� \ \ / OUTLET 920.7 ,� � I \ POND 9 GRADING CERTIFICATION \ - - - - - � � / 9 9 'ss X \ ���� � \ \� / HWL 922.1 \ N N �- -�2.5 • . / LO OUTLET 915.0 DENOTES FIELD CERTIFIED /\ \ g2�' .�� � � \ % / OUTLOT Ce- • � �'� - - - - -E.O.F. / aoa' HWL 916.5 LOT CORNER ELEVATION (TYP.) / /� \` �' 9�2 6 / rn \ - E.O.F. P T `0�' \ \ 10-924.05 1 �q 926.69 \ \ / / \ ■ :925.96.'....'.' Wb \� 92,�n-• 921 922.67 • X 923. ::.... 0. F. • / {� ■ 925.88 �)26.5 931� \ ` / 0 \ <J / 41923.19,CON TOR. ARNT CONSTRUCTION COOPANY / 9 \ / �� 926.04 _ _ _ _ _ _ _ _ _ _ _ 923.51 VO 926.16N . i \ J� • / At \ .'..... ... 926.23 O�� . . . .926.60 r / / 2 \ \ G / . F. OJ s 92508 .. p� i^\ I ,W, _ _ _ �_._._X 929.65 RECORD DRA WING ti / �. � / N -WE AND 1 PACT/ : �VI 925.53................. . p�� . 0�2 / 9 \ , \ t0 Q \ ' ' . ' . ... .'......'.'.'..925.85 .. 922.11� .....`.. ... :... ' � _.'.-�.::....:.::':':':'::. : `34 CONFORMING TO CONSTRUCTION . ECORDS aylr _ Otil / 6 / 27• \ g2 . s w \ g`� \ ` `�. 926... 926:.:.....:.:..:.:.:. 12,81�� SF. I :.:.:..:..923:04 ::'... 93008..'. O 9 \ Rio OjD / lJ \ 926.04 .'.'.... 921.06�'.'.'.'.'.'. �C O 926.18................'.'.:'.'.' BY Jerrod McCarty DATE 2 11 19 - G �� \ Ns �\ 922.,3 _ _ y \ \ �� - \ pt \ 6� \ CJ , .......... O i� O 921.91 . WE8TWOOD PROFESSIONAL 8ERYN:E8 \ \ / / / �`O Z� • 9 �� \ i / 9 9. \ \ 3 � � C] � \ .........'.'.'.'.'.'.'.'.'.'.'.��--^922,1C'922.00 �� ..'.' .'.'.'.'.'.'.' 926.87 �O 926.03 `Dp...©....'..'°.,;...0...0.'. .. .926.18..... .'. ' I ��nn 922.02 � 917.25 ° �'�922.94'`� � � C9.' ' ' ' 923.11.' .. \ / / 9 / /10 \2 �Yc915.62 C917.17 I� -- \ � � • `Z� • 2 \ \ / 920.95 � ��j 918.27 � . Z� • do � �� 918.55 J 8 ... 916.05 920.87 � � � � � .� _ _ ,v 915.46 1 >Q92, O 917.33 ��' / '6' 9'I5 2 \ 6 g• cD N \ 921.97 �E915.8�4 �JC911.76/'/ 924.4044./....'..921.88•I�--- \ C9 \ ` 920.96 �� 911.72 / > 91257 O 911.78 927.82 / 927.40 912.82 \ ('� 924:62 POND 7 922.90 ,� C%Q C%' 'S}.(�.' � :930� / \ / / / 1 9 \ \ ib• / / \ \ X 926.62 \ 916.49 X 911.80 / O° 917.000"' . '_ �'v..'. '� 931.2 �Dc \ / l�W 1 X 911.76 920.91 r925.25 912.46 � 927.01 - OUTLET 922 9,2.28 0_ a _ 912.68' 923.15 29.6 I \ O \ 4 %��ll 923. �, - ° 9`2�, 90° \ q \ �(�C /911.90911.78 915.89 O O & m6.25 X 911.79� 915.90 / ':::..... .../____I _J 925.74.'.' 912.62•�\{ �/�22.02/ / 917.05 912.60 915°52� ` \ i ,1 1 \ /n� 1 � ° A2 11j � .922:99i \ . LBGBND: EROSION CONTROL NOTES: GENERAL GRADING & DRAINAGE NOTES: DENOTES SOIL BORING x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES WOOD FIBER EROSION • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN -PLACE • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER �SF� DENOTES SILT FENCE ss.3o DENOTES PROPOSED SPOT ELEVATION CONTROL BLANKET PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL GRADES UNLESS OTHERWISE NOTED. PST -SF � DENOTES POST GRADING SILT FENCE 'l 66.30 (3:1 AND STEEPER SLOPES) VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE .REFER TO THE SITE DENOTES PROPOSED SPOT ELEVATION ON -SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DENOTES PHASE 1 GRADING LIMITS TEMP FOR TEMPORARY DITCH INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE DIMENSIONS AND LAYOUT. DENOTES WETLAND BUFFER MONUMENT AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. �98p- DENOTES EXISTING CONTOURS DENOTES EROSION CONTROL ROCK CHECKS TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING DENOTES PROPOSED CONTOURS INCIDENTAL TO THE GRADING CONTRACT. UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERFIY E.O.F. DENOTES EMERGENCY OVERFLOW °o°O°O°o00 PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE 0000000000 DENOTES WETLAND IMPACT • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN. ��--� DENOTES EXISTING STORM SEWER 1020.0 TW DENOTES TOP WALL ELEVATION ° 0-0-0- ° ° ° o ° o OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED DENOTES PROPOSED STORM SEWER 1020.0 BW DENOTES BOTTOM WALL ELEVATION ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. DENOTES EXISTING TREE LINE - - DENOTES WETLAND • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & PONDS BELOW • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. DENOTES RETAINING WALL SAFETY BENCH. DENOTES APPROXIMATE TREE •PROVIDE DOUBLE ROW OF SILT FENCE FOR GRADING ADJACENT TO WETLAND O' 50' 100' 150' REMOVAL LIMITS D DENOTES INLET PROTECTION POND ACCESS ROUTE Latest Revision Date:05/08/19 AT CATCH BASINS AREAS. 0008260GDF03.dwg Date: 06/01/18 Sheet 5 of 10 I hereby certify that this plan was prepared by me or under my Prepared Oneka Place Westwood direct supervision and that I am a duly licensed PROFESSIONAL Revieione area for. C"Grading Drainage and ENGINEER ands the laws of the State of Minnesota 06/18/18 Added Erosion Control 10/12/18 DR Horton Revision CPDC-Pratt-Oakwood LLC O6/22/18 Added Phase 2 Grading 02/11/19 Phase 1 Record Plans Checked: JHB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 07/05/18 City Comments 02/15/19 Revised Wetland E Outlet & Street Names Fax (952) 937-5822 Minnetonka, MN 55343 07/27/18 City Comments Drawn: CTY Erosion Control Plan Toll Free (888) 937-5150 vvestwoodps.com John Bender 08/17/18 Updated Streets & Pads 3500 Willow Lk Blvd. Suite 100 Westwood Professional Services, Inc. Date: 05/08/19 License No, 43358 09/06/18 Updated per Final Plat Record Drams by/date: JPM g g Vadnais Heights, MN 55110 Hugo, Minnesota © 2018 Westwood Professional Services, Inc. WIrLD 926- V \ 9.0. . 32 I N - TIT-_T� :1r 0)r _ 0 I-- _ N I - 30. I I 9 925.2 926.5 927.6 I I 928.5 I I I I I II I I I I II I Y I I I I W I I 923.9 SEW I I I I I I I I 925.2 SEW I 927.1 G 926.5 SEW I I 927.E SEW 928.5 SE 1 92 .4 SE I I I I I 1 928.4 G I 929.7 G I V G I I I SE I I 930.8 L_931.7 G i 93 .6 G I I 933.5 G I I I I 12 I I I I I I I I I I I 1 1 930. SE I I 929.8 SE 1 I 9..33:7 G I I 933.0 N N N °° N \ O ' �\ �_j C._-----j rl-- 9z �3;2--- M N N flr J27� N 997 - --J 3( 20 CL-CL 21 24.41 - 2 00% -4926.39 928.: / 3 s2s.s� - 24 931. 6 - 932.27 931.39 - �g30.17 925.26 925.3 , 1.35% N(E N 0.85% 27.9 � 28.3 `32 1 i I/ 931.7 G I I 932.1 G I I 933.0 I 9 I I I I I N o \ I I 934. G I I 34.3 G 934.3 G I rn AL 6 3E 1 928.9 SE I I I O I 929.8 sE I I 93934.0 G 0 SE 1 931.1 SE 931.1 SE I I 933.8 G I I I I s3o.s SE I 930.E SE I - --� 0 11 I I IE..F. I Jj t 1 29.2 IL I --- - ---LZ - 79.4 29.2 .2F. 28.7 2 31. N - I 9.2 I 1 1 930.7 I ------- - �- i I� 4 5 1 6 -7 8 I Rsam LBi 1 I D, <; f'•S� Call 48 Hours before digging: 8 or ca11811.com Con mon Ground Alliance D 0 I w WTLD K Y o ' 3 .12 r - -- - ?5to I / EXPANDED PHASE 1 GRADING LIMITS / 1 0)N I / °' EGRIM GRADING CL EDICATION -1 - ----'DENOTES FIELD CERTIFIED - - - - - ' HOLDOWN ELEVATION (TYP.) I / 39 0 0 NN�� ■ . I CIL CL "'• � I �r _ _ / � .'E. . F. I N 0)� � � / � 918.86 921.97 D. F` � • M I 918.73/ 9-2�`­_`3 O / 922 921.87 918.24 I W922.06 / I L - •� I 92 92\ 4� 918.97. -7f 919.08 92,.60 922.10 POND 1 918.05�917,99 917.93 \ >Z 91\ 6 \ 918.44 OU LET 919.0 lI' 25.3 I I925.3 1 I X 914.82 X 914.69� 915.18 918.09' 920.72 922.07 HWL 9 21. 9 I� Nl N / .s,49.I7114282i911.92 94, 9/75.29 911.87_...\ 17.91 912.85915.47 \s22.A 9 10 / 91s s;9;o18.02 919.01 �j1I .9I6 • RROD LBG�D 12.0x 919.05 GRADING CERTIFIC ATION 3 I 919.06 17.91 84 DENOTES FIELD CERTIFIED ___/ s7s7 2. GROUND ELEVATION (TYP.) 31. - - - -�� • w0 92$ 5 I ^EWO 28.5 X 914.81 919.0s / s26.8 924.35 918.03_921.82 921.90 GRADING CERTIFICATION I �/ E.O.F. I I 931.1 II I I 9328 I I II 1I9 DENOTES FIELD CERTIFIED 930.7 38 LOT CORNER ELEVATION (TYP.) 00 (SG E SE 1 p . I 930.3 SE 1 930.5 SE 930.7 w- .6 G c�G I 1 I 3933.7 9 N 2.5 I HP-- N -J �-- �---- - -� �931.81 �0 0 P - `--- N P T- LQ 2.07% 0.10 7 8 o, - - 0.06 1.00% �6 931.06 - 931. 9 - 1.0 3 88 E 30.17 o.F.1ND REE N CO rn 930 5 �26_5W9; 7 11 i If , 16N gi 926.60 ......... - - - N - - - - - `.:.:.}(.929.65. :.:X 932.06 C 9 r� - O - `� - rn "."."."........::::.........." _ _ r� 923.04.".....�.:::- ............. .. ............. 930.08.. rY 9 92 3.18 .. 3 I G 934.5 I I o szi si - �2 1 I G 4• I G 932.6 933.3 G 934.0 G I I I CL C�L �.o..:©.. ".."o.�...". o. s2s.1a..... I SE I I 934.3 G SE 30. I SE 929.4 I I 4.3 � p.... O 92 SE I 930.1 SE 930.8 SE a22.s4 0 0"� s.�" :�. I I I I 931.1 SE I' �° C""" I I J I SE s3.1 �'922 0 '� 922.00 .0..". � 923.08 � �� � � � � � � ���� I 1 I � o'Qo v I I G I I 918 55 E.O.F. I� I IN 912.57 O:o. QCj:: 's .930.76 I I I I I 9 30., I I I I 927.01 912.82 n I I I In O 912.68' 923.15 93 .2 I. I I. I I. 9127.28 o_ a I I I. 5.89 912.460 O O. "o I E.O.F. pp I I 91262 O " Sa'Q. = 917.05 �%� .60 !, O 9^5.52� p' 922.99 I ■I '1I 1 mm LEGEND: DENOTES SOIL BORING �.01 DENOTES SILT FENCE DENOTES POST GRADING SILT FENCE DENOTES PHASE 1 GRADING LIMITS �980- DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS DENOTES EXISTING STORM SEWER F-►►--■ DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. x 856.3 DENOTES EXISTING SPOT ELEVATION �66.30 DENOTES PROPOSED SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATION /TEMP FOR TEMPORARY DITCH DENOTES EROSION CONTROL ROCK CHECKS E.o.F. DENOTES EMERGENCY OVERFLOW 1020.0 TW DENOTES TOP WALL ELEVATION 1000.0 BW DENOTES BOTTOM WALL ELEVATION DENOTES RETAINING WALL DENOTES INLET PROTECTION AT CATCH BASINS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 06/18/18 Added Erosion Control 8 Added Phase 2 Gradin 07/ 07/05/105/18 City Comments 07/27/18 City Comments John Bender 09/06/18 Updated per Final Plat Date: 05/08/19 License No. 43358 10/12/18 DR Horton Revision _ ................ DENOTES WOOD FIBER EROSION ---------------- CONTROL BLANKET (3:1 AND STEEPER SLOPES) DENOTES WETLAND BUFFER MONUMENT 0000000000 DENOTES WETLAND IMPACT 0 0 0 0 0°°°°° 0 0 0 0 0 - - DENOTES WETLAND POND ACCESS ROUTE N \ I i 922'19 112s s s4 PROPOSED ADA ACCESSIBLE `\ 10' WIDE BIT. TRAIL WITH PH 3 C CONSTRUCTION \ 10' WIDE POND ACCESS ROUTE III \ \ 22� • \ 5��� ' � V2131 925.7 26r& - -_ - - 9,s 4s CONTRACTOR. ARNT CONSTRUCTION COMPAN 1 I \ \ \ E.O.F. �4ECOR0'BRA WING ° 1 /�`� �09� 926.4 /�� CONFORMING TO CONSTRUCTION RECORDS. �\ \ o•g% I BY Jerrod McCarty DATE 02/11 /19 926.99 e� M WEST OD PROFESSIONAL SERVICES 4# 929.8 719 / E E. 0. F. 3• I S 9 6 \ \ 0%'� `La \ \ \ s1sa4 ' I G 30.8 ° sz7.3 � ' 6 �\ \ 1 921. - J g2`' 922.0�921.31 pJ�19 ^J \ \ \ \ \ 921.98 / 921. 7.90 91 \ \ 92 1 \ \ \ Yr919.068\ 921.94 918.13 / 2 / ? � � � \ Epp 9 \ \ 5 \ �: ��s22.o1 � � � �sls.00� %1 Grp \ �' Gj / 8.01 .s3 918NOV � �� � 916.74 %�.919.77 921.74 g'JO 93 DO �% C! rLrO�l \ \\ / /s1s.o, 116.91 g�6 922.19 (918.25 I--,'9,8.03, WTLD L / 922.26 ".".... �C 918.99.........."." " OZZ D \ 1 \ j ::::... X' 8.84 r918.00 / s22.07/ s93312..84 G 5.81 I I IeGE�11 p 99321 9 \ \ / • 9, 8.89.�9 .. r s21.8. 70 9�9227,0.../....r....%. ��. s. 1 s.4s POND 2 919.41mayOUTLET 919.0919.2s929SE 921.84-.y HWL 920.8 cc 920.90 921.99 ...."."........ 918.30 921.88 9 ..... .....:........ ............. r...... ...." ............: � ::......... I 921.84......... 918.44 I 922.98........�21.71..... EROSION CONTROL NOTES: GENERAL GRADING & DRAINAGE NOTES: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN -PLACE • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL GRADES UNLESS OTHERWISE NOTED. VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON -SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE DIMENSIONS AND LAYOUT. AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING INCIDENTAL TO THE GRADING CONTRACT. UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN. OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & PONDS BELOW • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. SAFETY BENCH. 0' 50' 100' 150' • PROVIDE DOUBLE ROW OF SILT FENCE FOR GRADING ADJACENT TO WETLAND Latest Revision Date' 05/08/19 AREAS. 0008260GDF04.dwg Date: 06/01/18 sheet: 6 of 10 pei Cry Prepared for. 9 Phase 1 Record PlansChedi CPDC-Pratt-Oakwood LLC Partnershir) 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Drawn: CTY Record Drawing by/date: JPM Oneka Place , Minnesota Grading, Drainage and Erosion Control Plan c 2018 Westwood Professional Services, Inc. ETHAN TRAIL NORTH EUROPA AVENUE NORTH Call 48 Hours before digging: 811 or call811.com Common Ground Alliance ......... . . . . . * : * . . . : . . . . T- . . . . . . * * * : * : * . . . : * * * - : - * * - - - :0) :0 . . . :T� - - - :00. . - - - - -,t:0) - - - - * : * . . :r') . - . . : , * , , : . . . . : * * * , : , . . :(0 : : - :0) . . . :T� . . . :,q- - - - - - , * * : * * , * - . . :(.0 . . . :04 . . . :,t . - - . . :r') . . . :T� . . . :pr) : - - :(.0 . . * : , , * : . :00. . . :00 . . . :00. . . 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STA* - i.: -14+7t*11-0 *..*.: = - * ' ......... , : * * . :* ***: ......... : : --- PVl'STA : ' '21_.+65.44: .... * * : . . . . : . . . * .= - .... : ... * :* * * . . . ... ....... ...... ... ...... ......... .... '' : .... : ......... : ... : :* **-: . .......... ... PVl: STA - � - 21+79.77, :, ,**: .... ....... ........ : .... :, ***:* -7. PVl: -ELEV.:= .... 934..06 ... ......... ......... : .... ......... :*­:****: . . . . : . . . : .... : * **:* * **: .... : .... ......... ......... ......... . : . . . :, ,**: ......... :**'':*''*:***,:**,*:****:****:*- . : . . . . : . . . . : . .... : .... : .... ......... ......... ............................. . . . : . . . . : . . . . . . . . . . . . . . . . :- PV1 :STA- =: 31+32.-71- - : - : ............. - ...... ... 940 - .... . : .... . . : . : --: .... -7 PVl* ELEV­ * 934.60 : : .... : : : PV I : .... : .... : .... : - EL V­ 934,34: . .E. . -7 . . . . ... . - -. . . .. : ........ . : ..... : .... : : : ........................................................... : : : : : : : : � : - PVI- ELEV. -7: : : � � 7.2. - .: ... 935- . .... . . . : . . . . : .... : **** : --.: , : .. .: ­** : , ­ * :* ... . . . . : .... : ......... .... : .... :. . . .... I ......... : .... : .... : .... : .... : - - PV1 -STA - -21+51-1-1- : - - : .... : ... * ­ * ­ * ** * ......... � .. .... : ....... .. :_ - PVI: ELEV:-- -934.06 - : ............ - . - : - ................ . . : . . . : . . . . . . : . . . . : *-'A ..... . : - - - - : - - - - : . . . . : . . . .... . . . �0-:60% : ::: : * * * . ....... . : . . . . : . . . . : . . . . : . . . . . . Z. : . . -�- �-� �_ - 0.0' ­- : : -... : .. .. . . . .... �111111 . : . . . . .............. - -,:-. - . : . . . . : . . . . : . . . . * : '''' : - . . . : . . . . : . . . . .�7 . . : - . . I - 'PVI 'STA :-_-F� -.31+17.70 � : : : 1: --- 935 ....... . . ........ .............. � . . . . . . *,>•.4 t,.i. . ..:..2-00. :..'Z-00 . ...... .. ........... : ........ . . . . . . . . : * * * * : * . . : : , " . : . . ............ : -11 * ........ : ......... . . . . . : , , * * . : * . ... . : ......... : ...... � n,dll * * * : * * * * : %.�.,_- . .A.-25% I . Li_______.....!17_1 . . . . . . . . . : . . . : . . . : . ....... : ................ .. .......................... . . . . . : . . . . : . . . . . . . : : . p. �­ ..... ................... 11 1� . : �_. . . : . . . . . . -,- : : : . . . . . -: : - ------------------- : ...... . . .. ' .-. : . . . . . . ' ... PV1 - ELEV.= *27-P�71� . . . * * * * : * * * * . - � - � --: ......... . . . I - : : - 930 .... . . - v : . -- : . ... .... : * ** * :* * ....... ... : .... : * ** * : ... : .... * * * 1:1 0. *H.P._-_ELEV.-. ­** , * * * *:* * . 00': VC - - : .... :* * ** : * .... .... -.035.51 .... .............. .... .... . ­1 - __ _: .... ** * : ** . - - - -2.00% -2.()07 0 ..: .... .. :_� - .... .... .... .. . . _� .... : . ... . ..... - _: * * * -.-.- - - �� ... � ..... : ......... * . * .... .... . - : . .. : .... : . . * * * .... . . . . . .�� ... : -917 : .... . . . 0. : 90.00i * .. . : **** -V -: - -\ -: : .... : .... : .... .. : * *** ... . : ... : . . : .... : . . 930 - .................. \ - - _. : .... ­ . :****: ­ ­-� ..................... .. ..... .... � : - - : ......... . = : : . . ... . . : ......... : ... _77 *STA : ��_- :****:* :_:_� .. ......... : ......... : ......... - - - .... .... .... . : ......... .... . . : ......... : ......... .... :* . : .. ... ... : ......... : ......... : ........... ....... **** : .... : .... : ... : : ......... ** : :­ :****: ... ....... : ...... : ....... .... * * * * ­ .... : ..... . . .. : H. H.P.P. . : :.. EE: LE V ­= 9 3., 5 � 9 8 ....... * * ' * :****:****:**­. *** : ..... : ......... : ... * *** .... . I ........ ... ............ 00.7 . . . : . - ......... .... .. . : .... - - .... : .... : -�­_ -, - . H.P. _� - 17+1*8377: - ...... ............... : : : : ** ..... *­ * * ** : : :­*:**** .... : .... : .... : .... : : : . : H.-P. . S! : : : . =:2 2-- : .... : .... : STA - 6+16,5 . . , . .. . . 925 ......... ......... . : .... : .... : .... : ......... : ......... .... : ......... : .... .... : .... : .... : .... . ... ........ ....... : ......... :.. . '' PVI - . . PVI*ELEV.* STA - .1.7+00.00 .... : .... : ......... = ... . ..: ......... : ......... *-*535�91' ' - ' '' : .... : .... : .... : . ... : .... : ......... : ......... : ......... : ** : ** ......... ** :* * '' : , ** :* * '' : , ......... ......... ­ : **** ­ : **** ......... .... : .... : .... : ......... .... : .... : .... : . .. ......... : ......... : ......... : ... ..... : .... : ................... : * * ­ : .... : , ­ : * * ­ : ­* : * . ......... ..... * ..... . �,�. ... : PVI. .......... , . - -0 : : � : ::- : .... : ..... STA - = - 26+40,. �, - :** * *: *** ,O ....... ­� ... ...... ......... .. . . . : . . : . . : ­2 0 * . I>, ... . . ...... .. . � O'd ...... 925 - : . : : . . . : : : : : : : : : : : : : : : : :-F'VI­ELEV­_;­­936J8 : : : .... .... . ... : .... - : -, : .... : : .... . . .... : ­ ** . . .... : ** ** : * ** * : * ** *A.D.* ­ ** ­:­3.15%* * * *. .... . .... - **,-** ...... : .... : * .... . .... ......... . . ** * : * ... .... : * * . ** : ** :* * '' : , ** :* * ­ : , ­ : **** ­ : **** .... .... .... .... .... : .... : .... : .... .... : .... ......... : * * . . : ......... : .... . . . * A. . D. . ..... - ' --2-51% - - : .... = - -.-.-.- - : .... : .... : .... - - .. _- . : ..... I 920 . ......... ......... : .... : ­ '' : .... : ......... : ......... : : : .... : ** ** : .... : .... ­ ** : ** ** : * ** * : * ­ ........ : ......... : ......... : ...... .. .PVC . K - -34.91 - - : .... : .... : .... .. = : 1'6'+. 45�00-' ' : .... :­­­ ..... .... : ......... : ... : - : .... .... : .... .... :****:****:****:****:***­*** ) 90.00 -VC . ................... : : .... :. ........ : .... : .... : ......... : ......... : .... : , ........ : : .... : .... : .... : _. : .... : ---- : . ........ : ...... ... 9000, - vo -: - . . : .... : - -: ... : .... : ......... - - : .... : .... : .... . : ......... : ......... go.-Ov- - VC . : : .... : K - = . :.Flvc. : ... * ----- : .... - 35.86. : ---- : .... . . . i.�.:.25+95:00 .. ........ - : , : .... : .... : .... : .... : ......... : ......... : ......... : .. . . . : * * * * : ...... : , , * * : : ......... : .... ***** 920 - .... .... :: .... .... : . 'II60.bOl ........... . . .VC ....:....PVT ........ *PVT - :17+55-00 * * ' * * * * ' * --------- . L.R. -ELEV- * --- **** .... ........................ =- 932-27 .: .... ... : .... : .... : .... : ...... : . . �. . _. 'H.R : ELEV ' 936:00 * ' : =. ... L.P'. : tLEV : .436:45 - . . * :PVT : * * 26+85.00* : .... -= - .......... 5. -V .... : -0: 00' - C : - ..... : ... *: 915 ......... ----- : - : . ----- . . . . . * L.P' : ELEV =. 933:69 . . . . -ELEV- =: 934.-81- _LP.: STA' =­ * : : .... : .... 2' -0 +-'3'2. 9 6 .... : .... : .... : .... : .... : ..... : ..... : .... : .... * ..... . : . . . * H.P* :STA - *23+65.80* ... � . . . . . -7 - - - - - - - - , - - . . . . L.P- : STA ' ' *24+95.00* ­ --- : --------- :L- P. - ELEV - = : 927.82 .... = . . ... . :ELEV = -935-.91 ... : .......... : .............. : .... : :, 915 . ................... . : ......... : * . = '-LP'.':STA-- ­15+52.50 : : = . . . .. . . ELEV* ELEV..-: 935.-28.' . : . 'PVl:'STA­-­20+45.-00 . . ......... : ......... : : : ......... : :.. : ......... : : ......... : : : P-V1 - -STA- - =: -23+50;OG ... : ... P VI- - STA - - =: - 24+,95-. 00 ... : - = . ELEV -: .... 936-32 ... LR. - STA - - - - 30+ 90;00 . . . . ...... : ......... : .... *****- ......... .... :*­ : ­ ** : **** ..... : . .... ................... - PVl- STA- =: 15+50M . . . - : : , **­**­* : .... : .... PVI - ELEV ... .... .... = -931.-94 : .... : ..................... . .... ........ . : , .. .... , . ... : . PVI* ELEV * ' *936.18 * * = . .: * . ..... L ' - - OVI ...... : .......... - ELEV - �- - 935.31 ... . 7 . : .... . :** - :.. ** V1*STA : * * ** . F __.; . *--,! *30+65.00* ..: ....... . ' . . : . . : ... * 910 . . . . . . . . . : .... : - * * * : * : * * * , . . . . T. * . . . . - PVl' ELEV' 932.91 --- . : . . : . . : . . . . : , * ** , **** ­ : ......... : ... XD_ * . . . . : . . =__ 5.-1-4% ' .... - . . : . . . * : . . : . . : .... . . . : . . . . : . : .... : .... . . . : . . . . : ... . : A.D* : �- - -�- 1.85% * :-- - . . . . . � . 7 . . J . . . . . . . . . - : - . . A-D.: * * 1.20% * - : .... = . : * * ­ : .... : .... : .... . . . : . . . . . : PVI - ELEV - = : 928.07 .... : - .... : ......... : ............... : .... : . : .... � 910 ........ . : ......... :'A.D.:­-4J4% : ..... : ......... : : : ......... : : ......... : ......... : ........ : : : :,K­­28.,64': ......... : ......... - : ... ...... : ......... : ......... . . : ......... :--K-­:4&67: ......... : ......... : ... . .... K­ .-00 ...... : 75 : ......... : ......... ......... : ......... : ......... : . :A;D;--�--0;91% -n. . -7 . ...... : ........ ........... - ......... : . *­ . . . .... ......... .... .: - K - =: 36�2-5 ---- : .... .... : .... .... .... ..... = : .... : ... * : PVC- ' - - ' ­: .... : .... 20+00-00 : .... : .... :**** : .... : *­ : .... : .... : .... : .... : .... = : 'PVC23+05.00: ...... : - :* * . :** * : - . ___ - - - ________ - - - PVC: =- 24+50;00 .... . . . - - - - - : .................... - : - - - - : __ __ : ____ = : ' X ... 54.96' . . . I ... : . .. . 905 . . . . . . . . . : .... : .... :*** . . : - PVC: -0 - 14+75..00: ..... ... . : . . : .... . . : . * : PVT' ' * : .... : ... =. . . 204-00._00 : .... : .... . : .... : .... : .... : .... : .... : .... :­*:****:********* : .... : - PVT :� - 23+95.00: .... - 7 . . . . . . . . :****:* . : - PVT: --0-.- 25+40..'00 '''. . : .... - :****. : .... : .... : .. : .... : .... : ................... PVC .= -30+40.00 ---- : - ­ . : ..... 905 ................... . : ..... .... ................... : ... PVT:=--16+-25.00: : : . : ......... : ......... . - : .... ELEV, . �, 932.'46 ': ......... : ......... - : ......... : ......... : ......... :­ ....... :--ELEV­-935�62 ... : ......... :.. -ELEV-­-935.58--: ............................. : : ......... : .... : : P\(-T-­-30+910;00 ........ . . . : .... . . ........ . 11 11 : . . .. : *** .... ... *** . . . : : - ELEV - .954.52 : - : * : : ...... '_ : * - : ELEV __ ' _* ' ' ' ' ' * * * = 93284 : .... : ---- *.. * * ' * * : ---- * * ' ­­**` : ---- : --------- ... = : 'ELEV --- 9351911. . '-* * : - . . : .... * ' * : - ......... ***' ** * §'_ -8 * ELEV - - 935.58 - : . .... .... : . : * ELEV `0:928.54 . .-7. : . : 9001 .... . . .. : : * ... : - ELEV '_* '934.41 -. : - * * * * * . - : * . : - - : ........... . . . . : . . : . . : .... : ---- : ... : .... : .... . . . : ---- . : .... : ---- : ---- : .... : .... . . : --------- : ......... . : , . : .... .: .... :******** . : .... : .... . : .... : .... : ., : .... : .... : . . . . . : . : : . : . . * ELEV - = : 927.82 ... : ...... : * * * * . . : . . : 900 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 ONEKA PARKWAY NORTH .... . . ... : ... *:****:*­: . . : . . . . :� . . . :W .... - - ... *:* ... :­**:****:****:*­: . . . :r,o . . . :CO . . . A-. - - :0 . . - - ... - - - - - - .... . 10 . . . :r� . . . :n . . - - - - - : ... : .... :****:*­:****:**­: . .:0 , , :r� . . . :r-�. , , , :0 . . . :Cq . . - - - - - - - -,I-:0 - - - - .... . T- - - - :0 - - :* . . . :0 - - - - :****:****:****:****: - :(0 . - - .... . . :0. . . :0. . . :0. . . :0. - - - - - - - :****:*­: . . :0. . - - - - . :0 .... :****:**** . . . :0. . . : . - . - - . . . :(O - ... - 945 ... M ... 0:r--�. 0:�� - * C,\J:LO C,\J :00 0:N 0:0 * , * * * * * * * * 0:0) O-):Po N:(0 * * * , ,e-:po 0:po co:co CO:PO * , * * * * * * 00:00 N:0 * * r-,:LO , * O:� * , 0:00 i--:0 �:Cq C',J:M , * * * * * * co:(o * , * * N:� * *:r-5. M:N n:�* * - :LO * 945 945 ......... �:: (�,i:�- (�,i:o� : ....... ..... ..... 6i:o� ..... (�,i:o� ..... (�,i:vi ..... 6�:vi ..... (�,i:vi �-:4 �-:4­ ..... ..... ..... 64'' 6:1-i �-::�- 6:6 6:06 ..... ..... ..... ..... ..... r��:6 ..... (ji:6, ..... �-::O ..... 46 ..... 44 ..... �44 ..... (ji:4 ..... [�-5:r-5 ..... ��:r-5 . . . . =.. ..:.6�6.:.:.66� :0 ...... r0: P�1)44) P�,):6r) P�1)44) P�1)44) P;,):r;r) P�1:0) r�,):&) P�,):&) P�1)44) r4)44) P;,):r;r) r4)44) P�):&) N:N N:N (N:N r;,):N P�,):N r;,):N r;,):N N:N N:N N:N, �N:(N -.04 -:N.. :N. . . ... . . . . (7): . . . 0):(35 * * 0):(35 .: .... : .... * , 0):0 * * :* ... : .... :****:**­: .... : .... : .... : .... :* ... : .... : .... :****: .... : .... :**'': .... : .... :****: .... : ..... ­ '9) :05 ..... , , (3):05 * , 0):05 :*­:­**:** * * * 940 .... .... : .... :**­:­**:****: : .... : * * * , : , .... :****:****:* * * * : * * * , : .... : * * * * : * * * ... : ... *:* ... * : * ... : ... * : .... : .... :**'': .... : ... *:****:* : .... : * * , , : .... : ... * : * * * ... : ... * : * ... : ... *:****: * : * * .... * * : .... : ... *:****:*­: ... : ... * : * * * * : * * , , : ... *: .... * : .... : ......... : .... :****:** : ......... : .... 940 .............. .... : -PVt-STA­--31+55-24': * - ......... : ......... :. ........ * * ... ..... ..... ..... : ......... : ......... : ......... .... .................... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : .... : ......... :. : ......... : ................... : . : .... :: FPV� tLLV': =* 9* 31.4!1 : : : : : : : : .... : .... : : : : .... : .... : .... : .... : .... : : : : : : .... : .... : : : .... : : .... : : .... : .... : .... : .... : : : : : .... : : .... : : ......... : : : ... : 935 **** .... :***­***: ......... : * ... : .... : .... .... .... .... : .... : .... : .... : .... . .... .... .... : .... :... . . , : , , .... .... .... .... .... . ..: .... : .... : .... : .... * * . * , .... .... : .... : .... .... : .... .... : .... .... .... .... .... : .... : .... : .... : .... .... : .... ---- : .... ---- .... : .... : .... ... : ... 935 . ......... .... ....... : ......... : ......... : , . . ... .. L : ......... : ......... : ... ................... ... : .... : .... : 0.71 % . : .................. . . * * * ........ : ......... : ......... : ......... : ......... . * * . . . . . : . . . . : . . . . : . . . * : ......... : ......... . : . . . . : . : ......... . . . : . . : ......... . . . r__� : ......... : ......... : ......... : ......... . . 7_� * . . . . . . . : . . . . . : ......... . : ......... . : ......... : ......... . . * . : ......... . . . - .... : : : * .Tor . . .80, . � - ... :.. .... - - . . : ***,: . . : .... : ... * ­* : : . .... ... .... : .... : .... * : : . : : .... : ....... : : . , /7 �, ...... : ,� : . . : : - - --,� : .... : ...... : PVI* STA* . . -�-: 45+00*00 7-. ' : . ...... : . : 930-- ... �� . - _: * * * : -t * - ... � - - - - _: -.-.- ..: .... : .... . : * * * * : * * * - - - - . ...... . - * : * * * * : ..... - --:_-: .. * ** . � ...... .... . : .. . . .. ... : .... - : * *-,..:. .... . .... : ....... , ;� -, ;.-- : . ... . . .... : ......... : ----- -------- - : . ­'. . : .... : .... -PVl: ELEV : .... = : .... - 920.56 - ..... : * * * * : .. 930 ......... : ....... **:********* ******­: . . ......... : ......... : ......... : ......... . . : ......... : ......... : ........... _. . ­7 . .... . : ....... _� .............. . . ....... . ..... : ......... . ........ : - : ......... : ..... -_.: ..... .... : ......... : ......... : .................... ..... ........ : ......... ... : * * * - : . . : * * * * : * * * * : * * * * : * * * * : * * * * : * * * * , * * . * * , * * * * : * ... : * * * * : * * . . 'I-, ... : ..... Z .... : * * * * : * ... . ..: ...... ; ..... : .... : , , : .... : .... : .... : ... :.. ... : * * * * : ... : * * * * : * * * * : * * * * : * * * * : * * * * : * * * * : .... : ......... . .I,,- : , * * * : * * * * . - - 1�_. : .... : * * * * : .... : .... : .... : -,,...: .... : .... : .... : .... : .... : . 925 - ... * * : * * * * : : * * * * : * * ... :****:****:****:****:****:****:***,:', ... : * * * * : * * * * : * * * * : * * * . * : * * * * : * * * * : .... . ..: ......... . . : * * * * , * * * : .... :* ... : ......... : .... . ... -:1.007.: .... .. ....... : .... : * * . . : ......... : - .\.: .... * * : * * , * - . . `�,�.:. : .... . ... *..*..*..:..* :.. : .... ..: .... :. : .... : .... ..: .... : .... 925 ................... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... . , ........ : ......... : ......... : ......... : ............. . . . ................ - 0. 6 C)%:. , ................. . : ......... : ..... ... : ......... ......... : .... : : : : : : : ...... : : : . ***:****:****:**** : .... : .... : .... .. . . : ........ . *,�', .... .: .... : .... : .... :. .... :*** : : .... :****:****:****:****:****:***** :**** : ****:****: .... . : .... 130.'00': VC : ......... - - : .... : .... : .... : ..... : : .... : : .... : :**** : * *** : .... : .... : .. : . : : : : . . ­�. . --.. . . : 0: ... . . !­:1; 70 ' . 7 . : .1 920 ......... ..... . : * * * * : * ... 50.00' *VC****'** ** :****' . . : * * * * : * * * * : - H;P.: ELEV := -934.64 .... . : ****: **** , ** ** ­ *** * ....... : go.-Oc -VC : **** : ** . .... .... . .... : .... . ......... : .... : ... .... ... .. ..... .. : .... 90.,00? -VC - - : * :. .. : . ..... . ........ >�- : .... . . : , �1: . : ... 920 ......... ......... .. : ......... : ....... : '' ... R.P'': ELEV, �, 932:35 ..... RP ... - : ................. ... = .. STA ..... 36.'+. 0 7-.'83 . : ......... : ....................................... '' . * * ..... L.-P. - ELEV = -9-264 07 ......... : ...... . .... .... ... : ........ . .... : ............................. . ... : ....... L.P; -ELEV- =- 925;0-: ......... * * * * : ...... .. .... : , , '' - ­:� ........ : ......... s_� _­: .... : ...... ***- ** ......... ' :**** : -H.P-.:STA : . ...... ­i -32+75.00- : . . . PV1I ' ' * ' ***­*** . : . *STA *-� :36+50.00 '****'*** : . . .. . = * : .... : 'L.P.' STA' . . * ' * *** ' * * , . : * : ... : ... .... : ......... : * * . : . . ... .... * L.P* *STA = 40+70.38 * :­ * ' ' : .... .... : : .... , : : : ----- * ....... : .... : ___: 915 . . : : **** : * PVl' STA = : 32+50�*00 . : . : - - PVl: ELEV := - 935.02 - - : .... : - PVl- STA- =: 39+10:4..00 . : .... : .... : ..... . .. . . . . PVI- STA: ��- 40+25-38 .... : : ......... : . . : ....... : -- - - : 915 . ................... ... . : ......... : '' PV1 ­ELEV­', 932,17 ....... : ......... .... ...... . .... : .... :'', : = 1-1 0 . :'A'D .......... 4­06%­ . ... ... 1. '': .... ..... : ................... : .................. - : ... PVI - ELEV = -9-26M ...... . . . : ......... : ......... - : .... : .... : ......... : .... : .. ................................ :. ! ............. - PVI- ELEV - = - 925.30 - : ......... . - . . . . : . . . . .. ......... : * : ......... : ....... = PV1 STA. 43+17 ..: ......... . 24 ... : .... : .... : -A.D-.: . = .-0:09% . : .... : .... : .... K - �- - 31.99 7 : .... : .... - - - . : * - A*D.* ;-* 2:35% - * : .... : .... . : : .... : : ... : = . : .... k:D. - - - 0�407. : ­ ' - : .... . : * . : . - 910 .... : .... : .... : _K_ - : .... : .... : , = :*­ : *** :566E .... ... : . : * : .... * ­*­ ....... PVC- = :35+85.00 . . : .... : ..... ** ** - = - - : .... : .... : .... K -ii-.30 .... .... * : . . : .... ..: .... . ... : ... ---. : * ... : .... K: = - 225.00- - : .... : .... : .... : .... : - : .... PVC ELEV - � - -7 ........ : ** '' - 923.49 910 ....... . : ......... : - - . . . : ...... . P-VC-: � - -32+25-:00: ......... : ........ - ***'** -------- ****:****. .. PVT ... =`37-4-45-00 : - ............... : ............................. ......... PVC- =: 38+59M . I . . . . : ......... : ......... - : . . : ....... :, **** ...... . , , : ....................................... PVC VC - = - 39+80:38 : ......... : .... : ......... : .... : ......... : ......... : .... : .... : ......... : . - ......... I : . : ..... * * ­ .... PVT -32+75.00: .... : .... . . **** *** * ' *931._97 .. : ELEV:� -934.56 7 - - : . . - : P*VT.* 0-: 39+49-.00 . ' : . :, . . . . t . PVT * * * 40+70.38* ­ : .... = .... : .... .... : .... .... : __ .. : .... .... . ..: 905 .... : :'ELEV :­': .... :, = - : : . . :* - '____' - - - - : ELEV -932.85 - - - . : . : -ELEV = -928-.02 . . - : . . :, . :, . . . . . . : . ELEV - :925.75 - : ---- : : ------- : : :­ : - . : . 905 . ......... ......... .... : ......... : ......... : - - : .... :­**:­*:****:****. - ...... : ......... ELEV - - - -932.35 ... : ... : .... : ......... : ......... : ... ****************: : .... : ...... ----- : .... :, ......... : ............................. . : . : ELEV = 926.07 . : I ..... : .... .... : ................... : . :, . . : .... ., *********** . . ........................... *************** . ELEV = :925.03 . I.: .... ....... ********** .:.. . ..... :*************** . .... :, * . 9001 ......... * ... :* ... :­**:****:****:****:****: : .... :­**:****:****:****:****: .... : .... : .... : .... : . . . : . : . . : . : . . . : . : . . .:* : . . : . : . : . : . . . : : . . . : . . : : : 900 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 FAIROAKS AVENUE NORTH 016-191 .... . : .... :­*:****: . . . :N . . . . :N . . . . :0 . . ... *:****: : * . :0 . . . T­ - - - :LO . . . :N . . . . :0 . : . . T­ * ... , - :LO . : . . :CN . : . . :0 : _:_ : . . . T­ - - - :LO . . . :N . . *:­*:_***:*­:­ . . :rn . . . T- - - - I") . . * . 1,t) . . . :n .. . :n . 345 ' . ' ' ,�-:PO CD:tO . . . . . .. . . . .. A . . 0:,t - - *.'.(jj:g.,. *.,.: *.6N. *. *J�-A.,.'. A . . A . . .. -.6:r�­. , . * *.'.669,.,.(3j:0 *. *.(�6:r�­.'.'.(�6. *. '. .. -.6:�.9. *. *.6�.�.'.'.6j:w'. *. . *.r�,.:x6. r. 94%. .. ..... (jr;: ..... N::� .... . (5j:9. ­N: '!�:� 5.,.,!4�:05. --N: --N: --N: -,N:N­N:�­N:�­N:N­N: .... ,��: .... C;�:r�;. .66 ­_: ­_:CN­_:�.9.­=:..­_:Cq­N: ''N: ­=:CN,:N ...... . N:�3 N: N: :, ... ........ 0-):a) * * 9):0 * , .... 0_):0 * , : * * , 0_):0 * * 0_): * : * * * * : * * * * : * ... : .... : * * , , : * * * * : * , , * : * ... : * * * , : .... : * * , , : * * , , : .... : * ... : * * * * : * * * , : * * . (2y):0 ... : * * : * * * * : - - * * 340 ... : ..... . : PVl* . . . : * * * * , . STA* -­ . 7-. 1+00*00 * * * : .... : .... : .... 1 . . . . . . . . : . . . . : . . : , * . . : , * * * : * ... * * : * . : .... . . : . . : '' . . : , ­: .... : .... : .... , * , : . . . . : . . . . : . . : .... . . : . . : .... . . : . . . : , * * . : . . . * : * * * , : , * . : * * , , : , * * * : * * * * : * * : * * * * : * * * * 94C ......... : ....... . : -PVI- ... ......... - ELEV - : =-: - - 933.32 ...... : ......................................................................................................................................................................... : ......... : .... : .... : .... : : : : : : .... : : .... : : .... : : .... : : .... : .... : .... : : : : .... : : .... : : .... : : .... : .... : : : .... : : ... - 335 I.... .: .... .:. ..: .... : .... : .... : : .... : .... : .... : .... .... .... .... .... : .... : .... : .... : .... : .... : .... : .... : .... : .... : .... : : : : : .... : .... : .... : .... : .... : .... : .... : .... : .... : .... : .... : .... : .... .... .... : .... : .... : .... : .... : .... : .... : : : .... : .... : .... : .... : .... PV1 -STA. : .... : .... . =. .... .... : .... : .... 11+30,48 ... . . .... :. . : . . .. r. 93%. ...... . ....... ......... . . . ......... ......... ......... . ......... ......... ......... : : : ......... : ......... : ......... : ......... : ......... ......... ......... : : : ......... : : _PVI_ - ELEV . 1.;.:: - - 927-1-1 .. -7. . ....... :********* .... : ----- . . . . ­2.00,4�,- - ... : . ... : . ... . . . . . ......... . . . . . . - . : .... : , - : , . : :. . . . . : : . . . . . : .... . . . . : .... : . . . : .... : . . . . . . . . . . . . . : .... : .... : .... : : : . . . . : .... : . . : .... : : .... : . : .... : * * : : : * : .... : 330 ... :­ . - -: '' * _: : .... :­ ---- . ..... : .... : . . : : : :..0.8.5 ...... ..... .... : .... : .... : .... : .... .... .... : .... : .... : .... : : : .... : .... : .... : .... : .... : .... : .............. : .... : ............. : : 7' :__ : : 93C ......... ...... : ......... : ......... - - : .... : ........ : - - .... ......... ......... : ........ . . . - -_ -- - -:- - .................... - . .. ........... % ......... ..: .... ......... : .... ......... ......... ......... : .... : .... : .... ......... : .... ......... : . ......... ......... ......... : : .... . ....... : . ..: ......... ... .... -_.�_ : . . ____ : ....: : .......... 11. -1: .... : .... : ... : : : : : ... . ... : : .... : .... : .... : .... . : : .... : : : . . . :0.60%. . ' : .... : ... 325 .: .... .... : . . . . : . . . . . . ..: . : . . . . .... ........ _... .... --- . : . . . . : . . . . . __ . . . . : . . . . : , ­_�,:_, . . : . ..... . . . . - ........ . . : . . . . . : . . ..: .... .... . . . : . . . . . . . . . i . . . .... : . . . : . . . 7 . . . . . . . . : . . . . : . r. 92%. ......... : ......... : ......... ................ : : : .... .... : : ............................... . ...... :­*******:****** . : - - 50.:00'-VC ..... : - ��` - :-.- - - ... : ......... ..................................... : ......... : : ......... : : ......... : ......... : ......... : : : : '' : ..:­*****************:******** : . ............ : ..,* : ......... : - : * ......... 320 ... .... .... --- : .... : .... : .... : .... ......... : ... : ..... : - - L.P. * L�.V ** * .: .... . . . . . ' ' : - .- : .... - .... - - : - . : ..... .... - �7� - . , , .... _�' : ...... . , ,,-, * . .... .... .... . 90. 001 -VC ': ......... - * *_�w4i-: * ... . ... ... . . : ---- . .... : .. : -, :,- .... ... : . : . 92C ......... : ......... : .......... : ......... :.*.*.L.* ..*.STA.:--:.*2+2_5.00' : , , P. . .=. ............. : ......... . : ................. : �_ ; : ....... ­�_ L;p li�* : . : ......... : : ...... : 11-.-, -,-. : : __� ....... : ......... : :******************* ... : .... : .... ... : .... : .... : .... .... : - - PVf ­STA- ' - 2+00.00 - : .............. = ­­ ­* : ......... : .... : .... : .... : ... : ... L. L.P. = - S TA- '' 'B+Z201-.81--: -'.' ' ': .... __ : -,-,- - __1 ... - : ....... ..... -,:-.,. - : .... : :__�_ . . . : - � . 915 ... : .... : .......... : .... : .... : : .... : . PA ELEV: = - 9 31.32 . - . .. : .... -..-F-. - * : * * * * : .... : ..................... . . . PVI - . . . STA: = - 8+75 -00 : .... ! ............ . : .... . : .... : * * * : : .... * : * * * . : .... : ... * : .... : .... . - _. : : . 91 5 . ......... : ......... : ......... : ......... : ..... A.-D. - 1.1 5% .............. ...... : ... : ......... : ......... : ........ P.m. -ELEV- - - 925;58 .: . ....... : ......... : ......... : ......... : ......... : ......... : ................... ... : .... : .... ... : .... : .... : .... : .... : - - K- ' - 43-49 --- : :**** = ---- : .... : ... 1. : .... ..... : : .... . : ........ .. : .... : ... . A:D.* �` 1.45% ' ­ . ' : .... : .... : .... : .... : .... : ... 910 . . ... : :....:....:....:..PVC .... .: .... :'', : .... : ..... :****:****:** : - - PV.C. =. 11+75�00 ---- : .... . . . : * * * - *.2+25-00 : .... : **** : .... :**** :**** . : ****: : ****- . * ..... . :****:****:****:****:**'':''**:- * * * : K = 62-.1-0 : .... : ...... . ...... : .... : * * : .... * * : * * * : .... * : * * * : .... : .... * : * * , , : , , : . * * : - 910 . ............................................. . . PVT ----- .=. � .................................................... PVC: = - -8+30;00 -: ................... : ................... : ................... : ........ * * .... .... : ... : : .... : : . - ELEV - 931.82: ---- : .... ......... I ----- : ---- : ---- : .... : ---- : .... : ---- : .... : .... : * : . - T: * * 94-20.*00 : PV = * : ' ........ : . : . 305 -- -- : __ . . .., . : : . ... ELEV = 931.11 : ---- : ---- . 111, . 111. : ---- : ---- . . - : ---- : --------- . : ---- - : .... : ----- : - * -ELEV­=- 925-97 : * * * , * * * * , * !.- . .. . . : . . . : . . . : : . . . r. 90%. ............................................................................................................. . : . . : - . . . . . .1111.1111.1111.1111.1111.111, . . : ............ ..ELEV-­-925;85-: ................... ..... . : ................... . : ................... - . . : ................... . : . 3001 : . : . : : . : . : . . : . : . : : . . . : . . --------- .1 .................... : . . . :_ I . . . . : . . . . . : . . . . . 90C 1 2 3 4 5 6 7 8 9 10 11 12 ETHAN COURT NORTH M-191 345 ....... . . :****:****: . . . . . :. . . :,� . ,�. . ff�:Lq ... (:o:Lo- . ... ... . ... ... . . . :N - - .,d-:.,j- . ... . ... :****:****:****: - :T� "t T� . . . :. . . :. . . : . - . . ... ... . ... ... . ... ... . ... ..-. . : . . . . : . . . . 94 r ................ . ..... `�-8 ff,):,p r�ry ..... -t:r> ..... r")-to Q: QQ: Q: ......... rn- r�)- r�)_ Ql� ..... 93 ..... 93 ..... rn: : ......... : .................... :. : %. . ..-= . . . 0):0 * * c):05, .:* ... : .... * 6_):0) :­ * * .... -:* ... : .... :­ : - .-: . . -*:** )40 . ... :* ... :''**:****:****:****:****:****:*** ..... :* ... :''**:****:****:****,****:****:****:****: .: : . . .... 94C ................... .... : ......... : ......... .... : .... : .... ::::: : .......................... . I -bo% .... : ...................................... .0 . .6.076 ........... . PVI -STA- ;-- -3+88.46 - : .... ­ : .... � :6 601340, :****. * * * , * .... ­- ... :**-.*: * : ****' L--' ** ... :*** * PVI *ELEV. = 938.99* )35 ..: ...... _* ...... : ... - - � - - , .. . : * : , * * * , * . . ... * * * , * * * * , * * * * * * ......... : ......... ......... : ............ . �_ : ......... : ..... ... : ......... : ... 5-0-.00?--VC-: ................... ....... ....... ..... : . ..... -� . . __1 . . . * * * : * ...... :''**:* ........ : ........ ***: .... : .... : .... : - ­******** � L.P; :ELEV. _- 93796 - - )30 ........ . :._._.-: .......................... . . : * * * , : , * * * : .... . : .... : .... : .... : .L.P.* . . . :STA *= *2+75.00* * ' 93C .....I .............. .............. .. ............... ..: ........ . :: . ....... :: ......... :: ......... :: .... ..... :: ...P­VI--STA­ -3+00:00 ...... . - : . ... : : .... : .... : ... : . 7:: PVl.ELEV ._ .938.11 - )25 `*`**:****:----:----: : : : : ...... .... : ......... : 501*00'. * VC. *..*..* A'D..: ='0.410% * * ': . ' .. : * * * r 92 ' ................... ......... ......... . ... : ........... ..... : .... .. : * . .... ............... * * H:P.- ELEV - -937.66: .- ...... : * . -K =: 125.00 ........ : ......... ....... PVC: = - 2+75wOO )20 ..... : ... : .... . . ..... : ........ : . . : * . H. P.. 8TA. = - 2+25..00 * . .­ . . . . . = PVT:* * 3+25.*.00* *: . 92C ................... : . ....... : ................. PV1.. S.TA:.;-'. 2+QO*..00.: =. : ... ELEV-­-937.-96 ... : .... .......... : .... ..... : .... : .... : ... : ............... PV[ ELEV - = - 937.51 . ... : ............. : ... ELEV - -938.36 � . ... : .... : .... : ... A-D.- =. ;--.1,407 ..... : .... : .... : ... 915 .. .................. . ... : .... : .... : .. ................ : ... : ....... t : ... : .... : .... K:.-="*.35�711 ...... : ......... : ......... : .... : .... : : ......... : ......... : ......... 915 ... : ***: * **­***: ... : PVC- =- 1+75.-OO ... : .... : : .... : .... :. : : :. .... ... :****:****: .... * *** * ***: ****: ................... ... .... PVT - = - 2+25,00 ... : .... .... .... : .... : .... : 910 .-: ................... : : * *** : * ***: ****: ......... ......... ... ....... .=. ............................ ELEV.'­.: 937�011 ..... : '' ..: .... :..... - . ....... ************ 91C : : . :* ..: .... ..... : : ... ELEV - : 937.66 - : : .... : . : . .... )05 :* ..... :* *PVI * ....... ........ . STA: �- 7 :* * 1*+b0.00 - : ......... : .... ........ : .... : .... : .... . : : .... : * * * . : .... . : * * * r. 90%. ........... : ...... PVl- - . .: ......... ELEV - = ................... : ......... .... 935.51--: . : : ......... : .... *************** . 3001 . 1: . ...... : . . : . - . : : : ...... . . : . : . : . : : : . . . : . . : . : 90C 0 1 2 3 4 5 6 FALCON AVENUE NORTH Oneka Place , Minnesota 0, 100' 200' 300' Latest Revision Date: 05/08/19 0008260DTF04.dwg Date: sheet 7 of 10 Street Profiles © 2018 Westwood Professional Services, Inc. EMPRESS AVENUE NORTH Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 162ND STREET NORTH . c�a7 . r:CD . rr):01 ' . . . . T- . .� I�:1 N:U*) �:01 O:� . . . . . T- . :M . . :cV . :0 . ' O:q O:O O:0 . . . . T- Ln:r- . . . :D . . . AD . . . :c0 . �:O . O:Lo . O:c) . . :cc> . O:Lf) . . :cc) . O:(O . . . . . . :0 - - - :I- �:0) " 00:q ' �:1 00:0 . O:1 . . L:O O:1 . O:O . 't:L0 . . . (-0:0 . �:� ' . . �:O 945... :� .. :� .. :r- .. �:� .. :0) .. Ln:o .. :N .. L:N .. :N .. :r .. Ln .. r:� .. 00 0 .. C\4 .. CIA .. N:� .. C14 0 0 .. �:o .. (0 .. :o .. 0:� .. r- .. (D 00 .. (:ao .. L:� .. :� .. �:� .. :(0.. 945 N:N.....N:N.....�:N.....�:N.....�:N.....:.....: .....:.....:.....:.....:.....:N.....:.....:.....:.....:.....:.....:.....:..... N:..... N:..... N:N..... N:N..... N:N..... N:N..... N:N..... N:N..... N:N..... N:N........ . .......................................................................................................................................................... �:0 . � 0 . �:0) . � 0 . �:0 . � 0) . �:0 . . 0):0) . . 0):0) . . 0):a) . . 0):0) . . 0):0 . . 0):01 . . 0001 . . 0):0 . 0-):a) . �:� � 0 . �:� . � m . �:m . � 0 . �:m . bD05 . �:0 . �:� . CD:0 . � 0 . C)):m . . ...................................................................................................:.............................�......... P.I.:.STA.. —.. ..... 9+84 00... ..... ....................................................................................................................... . 050 ............................:....:....:....:.........:....:..� STA: _ -1+:00.00:....:....:.... :....:....:.... ....:....: .....: . PVI ELEV = ..............:.. 930:18....:.� ..:....:....: = .: + :....:....:....:....:.. . 935 :...P-M ............... .................. .....:....:....:....:....:....:..� : .:.... PVILv : = 930:�9 :::::::::::::::::::::: : �' .......... ................... y � .................... .......... ..... ......... ............................................................... 930 ....: :..:... :.. �....:... :..............:.. 2 �5q, ::::::....:..... ' \ ....:....:........:....:....:....:....:....:.. : : . . ...................... ... ........................... �`oq o... ...................................................... :....:....:....:....:. ' .................................... :..�.:.... ........ ............... - ...................................... oo� ... .... :.... ..................: :.. :....:....:....:.. :....:....:....:.... :....:...� :....:... �_._.�.:..:... ...:.... :... . 925 ....:,....:....:.... :....:....:.... :....:....: : �.- .:.... � -: - . - � _........:.. . 925 ................ :.........:.........:...:.:.:..:.:.:.:..:.:.:.:..:.:.:.:..:.:.:.:..:.:.:.:..:.:.:..:.........:......... ...................:.................:.........:........�.... .........:...................:...................:.... .......... ..........:..:................. 920.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::L..P..•.ELEV.....9.2.7.95........H:P...ELEV..= ....:....:....:... ................. ,.. : :90.00 : VC . 0.00' 150.00: VG . :.... ........ :..120.:00':VC...:..:::::::::::::: ' ... ELEV = 92:9.77.:....:..... ,::::::::::::::::::::::::::::::::::::::::::�:�..... 90.00 . VC ...:....:....:....:....:....:....:....:....:.... - _..:. . 920 932.47 ......... L.P. STA ' . ' :.... .............. L.P.: STA: _: 2+:0.5;00 ::: H;P.: STA: _: 4+47;52 ...: .6+50.91. PVI :STA: _::6+30.OQ ...... . ..- ..............:....:....:....:....:....:....:.. H:P. STA' _' 8+80:78....:....:....:....:....:....:....:....:... . . 915 ................. " :PVI STA = ' 2+50.00 ... PVI -STA- _ '4+37.00 ... ELEV PVl :STA := :8+ 97.00 . 915 .:.:......:.:.:..:.:.:.:..:.:.:.:.:PVI•ELEV.:-.:9•28:22.:.:.:.:.PVi.:E1. V:.-:.333.36:.:.:.:.:.:.::.PVf .-:.929:36:.:.:.:.:.:.:.:.:.::. A.©.. _ 3.07� PV1- : ELEV:.=.. 932.03 ::::::::::::::::.. PVI STA.=..15+20>a.3:........:.........:.....:.: .................. :.... :A.D.* :2.15%:::::......D.- _: "4.82%::::::::::: K. =: 39:04 ::::::::: :....: : A.D.' —' :-3.13% ...:....:....:.... . PVI .ELEV.: _:: 925:81: 910 :::::::::::::..' X '= -41-.89 :.... K- =' 31.11 .. :.... .. ...:....:...K:=::2:8:74:::::::::::::::::::::::::::::::::::::::::::......... 910 .........:.........:.........:.........:PVC..=.:2+05.00:...:.........PVC•.=:-34-6•2:00 : - ...:....:....: :....:....:....:PVT := :2+95.00::::::: .....:.........:.....P.C:.-:.5+70:00.:.......:.........:............ PVT: _: 5+120:0::::::::::: PVT. =. 6+90.00 .... :... �..:.....:.........:.........:.........:.........:.........:.........:.........:.........:.........:........ PVC...8+52.a............................................ PVT _' 9+42:Q0...:....:....:....:....:....:....:....:....:. ... . . 905 ::::::::::.::.. :ELEV' =' 927:95 :.... ELEV '_ - 931-.30 ...:....:..ELEV := : 930.60::::::::::::: 929.96: :...ELEV:=:931.58....::::::: : 905 .........:.........:.........:.........:ELEv:.-..929:46.....:.........ELEV.:T.:931',81 .................................................:......................................................................................................-. .......:..............ELEV.:-.: ........:.........:.......ELEV��=�-93.1.07........:.........:...... :.........:.........:.........:.........:.........:.........:.........:........ 900 ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: 900 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Westwood I hereby certify that this plan was prepared me or under my Revisions Prepared for: direct supervision and that I am a duly licensed PROPESSIONAL Designe& ENGINEER under the laws of the State of Minnesota 6//18 Added Erosion Control 02/15/19 Revised Wetland E Outlet &Street Names 0CPDC-Pratt- PhoneOakwood LLC Partnershi6/22/18 Added Phase 2 Grading Checked:JHB (952) 937-5150 12701 Whitewater Drive, Suite #300 07/05/18 City Comments Fax (952) 937-5822 Minnetonka, MN 55343 07/27/18 City Comments Drawn: CW Toll Free (888) 937-5150 westwoodps.com John Bender 09/06/18 Updated per Final Plat 35M Willow Lk Blvd. Suite 100 Westwood Professional services, Inc. Date: 05/08/19 License No, 43358 02/11 /19 Phase 1 Record Plans Record DmAS by data ipM Vadnais Heights, MN 55110 CONTRACTOR: ARNT CONSTRUCTION COMPANY RECORD DRA WING CONFORMING TO CONSTRUCTON RECORDS. BY Jerrod McCarty 02/11 /19 WESTWOOD PROFESSIONAL SERVICES Oneka Place , Minnesota 0' 100' 200' 300' Latest Revision Date:05/08/19 0008260DTF01.dwg Date: 06/01/18 sheet: 8 of 10 Street Profiles © 2018 Westwood Professional Services, Inc. 80' (ROW) 54' (ROW) 65' HOUSE PAD R.O.W Z ROADWAY 33' B-BF-F)) 30, ((B-B� 7' M I N. 3' 40' 25' 3' 22' 15' 1 ' 14' 6" MIN. 1' 5' 17.5' 16.5' 1 16.5' 12.5' 10' 1' 1 5' 6' 15' 1 15' (VARIES) Q1 FINISHED GRADE AFTER HOUSE TOPSOIL (TYP.) 2% 3% 2.0% 3% 2% 2% 3% 2.0% m BITUMINOUS TRAIL SIDEWALK (TYP.), 1 Lw FINISHED GRADE FOR PAD SIDEWALK (TYP.), T=q VERIFY LOCATION VERIFY LOCATION 1.5:1 SLOPE EL. OF GROUND EL WALKOUT D 10' 2.0' BOC PROFILE GRADE 6618 CURB &GUTTER SURMOUNTABLE PROFILE GRADE BELOW GARAGE SLAB HOLD DOWN GRADING GRADE CURB & GUTTER RADING GRADE 0.5' TOPSOIL UNLESS OTHERWISE GARAGE FLOOR EL. LIMITS NOTED. ---- - r ----------- I ----�\ ------------- ____ _ _ 36 /BASEM L3.00' TO SUBGRADE `�--------------_ \`�\ ONEKA PARKWAY NORTH 0.5' TOPSOIL 0.67' FLOOR �' ` ���'' �f� ENGINEERED FILL N.T.S. -- M X 15' ENGINEERED FILL �� � , 3• � , � � 60 (ROW) \ SEE , MATCH PROPOSED GROUND AT WALKOUT ELEVATION 28' (F-F SUITABLE BEARING SOIL (TYP.) 30' 6-B) ENGINEERED FILL 1t 5' 9' 15' 1 15' 15' 1' 8 4, Walk -Out (WO) TO SOIL 2% TOPSOIL 3% 2% SUITABLE BEARING SOIL (TYP.) (TYP.) 3X 2.0% (TYP.) 3 N.T.S. SIDEWALK (TYP.) 1.5:1 SLOPE BITUMINOUS TRAIL 2.0' BOC PROFILE GRADE SURMOUNTABLE 1.5:1 SLOPE 65' HOUSE PAD R.O.W � ROADWAY 7' (MIN.) 3' 40' 25' 3' 22 15' ill14' (VARIES) Q1 FINISHED GRADE AFTER HOUSE I EL. OF GROUND AT LOOKOUT 5.0' I m ~ bi FINISHED GRADE FOR PAD BELOW GARAGE SLABFUNLESS I OTHERWISE 10' NOTED. GARAGE FLOOR EL. HOLD DOWN LIMITS - ------ 2 // ---------------- _ ---- __ �� -'---_____________ 0.67' 3.00' TO SUBGRADE 1 _ MPX _--------- -------- ---� 0.5' TOPSOIL ��- ,,�� PL-'� BASEMENT FLOOR ENGINEERED FILL SEE i' 0.5 TOPSOIL N ENGINEERED FILL f- ENGINEERED FILL ' SUITABLE BEARING SOIL (TYP.) SUITABLE BEARING SOIL (TYP.) Look -Out (LO) N.T.S. 65' HOUSE PAD R.O.W � ROADWAY 7' (M IN.) 3' 40' 25' 3' 22 15' 1 ' 14' (VARIES) Y FINISHED GRADE AFTER HOUSE UI Q I Ld FINISHED GRADE FOR PAD I 0.67' 10' GARAGE FLOOR EL. HOLD DOWN _--------7----- LIMITS ----------------------- _ 1 3.00' TO SUBGRADE \`�--'-------------- 15' I 1 � �- ^N ' BASEMENT FLOOR 0.5' TOPSOIL ` ENGINEERED FILL ENGINEERED FILL �� � f' ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) Rambler (R) SUITABLE BEARING SOIL (TYP.) N.T.S. 7' (MIN.) 3' 40' 25' 3' R.O.W 22' AL 15' �_ ROADWAY GRADING GRADE CURB & GUTTER 2.0' BOC 36" ETHAN TRAIL NORTH (STA 14+70-21+70� S PARKING ONE -SIDE N.T.S. 60' (ROW) 28 �.F-F� 30' B-B 1, 8' 6' 15' 1 15' 9' 5' 1' 6" MIN. TOPSOIL 6" MIN. TOPSOIL 1, 5 7' 2% 2% 3% �2.0% 3% (TYP.)(TYP.)2% BITUMINOUS TRAIL SIDEWALK (TYP.), 1.5:1 SLOPE VERIFY LOCATION CONCRETE SIDEWALK SURMOUNTABLE PROFILE GRADE 2.0' BOC 1.5:1 SLOPE CURB & GUTTER GRADING GRADE 2.0' BOC 36" ETHAN TRAIL NORTH (STA 21+70-31+20� S PARKING ONE -SIDE N.T.S. 60' (ROW) 33' (F-F) 35' B-B) 2.5' 12.5' 17.5' 1 17.5' 5' 5' 1' 5 6' 6" MIN. 6" MIN. TOPSOIL 2% TOPSOIL 2% (TYP.) 3% 2.0% 3% (TYP.) 3 CONCRETE SIDEWALK 1.5:1 SLOPE CONCRETE SIDEWALK 2.0' BOC PROFILE GRADE 1.5:1 SLOP RADING GRADE SURMOUNTABLE 2.0' BOC CURB & GUTTER 36" NOTE: 8' BETWEEN BOC AND SIDEWALK AND 1' FROM SIDEWALK TO ROW AT CDS FALCON AVE NORTH SIDEWALK & PARKING ONE -SIDE N.T.S. 36" STREET 2 SIDEWALK & PARKING ONE -SIDE N.T.S. ROW CL 54' (ROW) 28' (F-F) 30' B-B) 12' 3% 1.5:1 SLOPE � 2.0' BOC 'AVEMENT CL Call 48 Hours before digging: 811 or call811.com Common Ground Alliance -6" MIN. TOPSOIL (TYP.) 5' 15' .5 15' 4.5' q, 2.0% 3% PROFILE GRADE RADING GRADE SURMOUNTABLE CURB & GUTTER 36" TREET 3 (NORTH OF ETHAN TRAIL N.1 TRAIL & PARKING ONE -SIDE N.T.S. ROW CL "--PAVEMENT CL 54 (ROW) 28' F-F 30' 6-6 5' 15' .5 15' 4.5' S 1, 3X 2.0% 3% 2% CONCRETE SIDEWALK PROFILE GRADE RADING GRADE SURMOUNTABLE CURB & GUTTER 36" TREET 3 (SOUTH OF ETHAN TRAIL SIDEWALK & PARKING ONE -SIDE N.T.S. 54' (ROW) 28' (F-F) 30' B-B) 1' 15' 1 15' 6' 5' 7' (MIN.) 3' 1 40' 25' 3' 1 22 2.0% 3% 2% CONCRETE SIDEWALK PROFILE GRADE RADING GRADE SURMOUNTABLE CURB & GUTTER 36" STREET 5 SIDEWALK & PARKING ONE -SIDE N.T.S. R.O.W �_ ROADWAY (VARIES) Y FINISHED GRADE AFTER HOUSE a m I I � FINISHED GRADE FOR PAD I I PAD HOLD DOWN = 0.70' 0.67' 1 10 F GARAGE FLOOR EL. HOLD DOWN \\� --------- -- LIMITS 0.5' P--------------__ 1.20' TO SUBGRADE ^' BASEMENT FLOOR 0.5' TOPSOIL ENGINEERED FILL ENGINEERED FILL ENGINEERED FILL �� CONTRACTOR: ARNT CONSTRUCTION COMPANY f� � % % ' �� ''` RECORD DRA WING SUITABLE BEARING SOIL (TYP.) SUITABLE BEARING SOIL (TYP.) CONFORMING TO CONSTRUCTION RECORDS. SPLIT ENTRY (SE) 65' Wide Lots BY Jerrod McCarty 02/11 /19 WESTWOOD PROFESSIONAL SERVICES N.T.S. R.O.W ROADWAY (VARIES) Y FINISHED GRADE AFTER HOUSE 7' MIN. 3' 35' 30, 3' 22' VARIES VARIES U1 Q (VARIES) m v FINISHED GRADE AFTER HOUSE w FINISHED GRADE FOR PAD I I Q m 10' 1 N FINISHED GRADE FOR PAD 0.67' 1 I GARAGE FLOOR EL. HOLD DOWN 1 EL. OF GROUND PAD HOLD DOWN = 1.25' LIMITS AT WALKOUT 3.2'10 --- ---------------- ----- ---�- _ GARAGE FLOOR EL.N -- _ BELOW GARAGE SLAB [H�O�LDDW PLPN,1.00' TO SUBGRADE �`--'-------____ 0.5' TOPSOIL UNLESS OTHERWISE LIMITS 0.5' ------------- SVE -- �i I 15, �\ --�_ NOTED. �� -F--t-t ---------- ----�\---------------__ ------ ,' ���� 1.75' TO SUBGRADE `�\--------------- �� ' 0.5' TOPSOIL i ENGINEERED FILL 0.5' TOPSOIL � ENGINEERED FILL �� 0.67' 1� `� � f- BASEMENT FLOOR,-,*, ENGINEERED FILL ENGINEERED FILL �lo� ENGINEERED FILL 15' SUITABLE BEARING SOIL (TYP.) Slab -On -Grade (SOG) SUITABLE BEARING SOIL (TYP.) SEE MATCH PROPOSED GROUND AT WALKOUT ELEVATION SUITABLE BEARING SOIL (TYP.) N.T.S. ,! I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. ENGINEERED FILL ` - �` SPLIT ENTRY WALKOUT (SEWO) 65' Wide Lots SUITABLE BEARING SOIL (TYP.) N.T.S. I hereby certify that this plan was prepared by me or under my Prepared Oneka Place direct supervision and that I am a duly licensed PROFESSIONAL Revleloll& Designed, CTY PI' aced for: ENGINHffit under the laws of the State of Minnesota 06/18/18 Added Erosion Control 02/11/19 Phase 1 Record Plans CPDCmPratt-0akwood LLC PartnershiO6/22/18 Added Phase 2 Grading Checked: JHB 07/05/18 City Comments 07/27/18 City Comments Drawn: CTY John Bender Cp 09/06/18 Updated per Final Plat 3500 Willow Lk Blvd. Suite 100 Dam 05/08/19 License No, 43358 10/12/18 DR Horton Revision Record Drawing by/Bate: JPM Vadnais Heights, MN 55110 Hugo, Minnesota Latest Revision Date:05/08/19 0008260DTF02.dwg Date: 06/01/18 sheet: 9 of 10 Details 36" TREET 3 (SOUTH OF ETHAN TRAIL SIDEWALK & PARKING ONE -SIDE N.T.S. 54' (ROW) 28' (F-F) 30' B-B) 1' 15' 1 15' 6' 5' 7' (MIN.) 3' 1 40' 25' 3' 1 22 2.0% 3% 2% CONCRETE SIDEWALK PROFILE GRADE RADING GRADE SURMOUNTABLE CURB & GUTTER 36" STREET 5 SIDEWALK & PARKING ONE -SIDE N.T.S. R.O.W �_ ROADWAY (VARIES) Y FINISHED GRADE AFTER HOUSE a m I I � FINISHED GRADE FOR PAD I I PAD HOLD DOWN = 0.70' 0.67' 1 10 F GARAGE FLOOR EL. HOLD DOWN \\� --------- -- LIMITS 0.5' P--------------__ 1.20' TO SUBGRADE ^' BASEMENT FLOOR 0.5' TOPSOIL ENGINEERED FILL ENGINEERED FILL ENGINEERED FILL �� CONTRACTOR: ARNT CONSTRUCTION COMPANY f� � % % ' �� ''` RECORD DRA WING SUITABLE BEARING SOIL (TYP.) SUITABLE BEARING SOIL (TYP.) CONFORMING TO CONSTRUCTION RECORDS. SPLIT ENTRY (SE) 65' Wide Lots BY Jerrod McCarty 02/11 /19 WESTWOOD PROFESSIONAL SERVICES N.T.S. R.O.W ROADWAY (VARIES) Y FINISHED GRADE AFTER HOUSE 7' MIN. 3' 35' 30, 3' 22' VARIES VARIES U1 Q (VARIES) m v FINISHED GRADE AFTER HOUSE w FINISHED GRADE FOR PAD I I Q m 10' 1 N FINISHED GRADE FOR PAD 0.67' 1 I GARAGE FLOOR EL. HOLD DOWN 1 EL. OF GROUND PAD HOLD DOWN = 1.25' LIMITS AT WALKOUT 3.2'10 --- ---------------- ----- ---�- _ GARAGE FLOOR EL.N -- _ BELOW GARAGE SLAB [H�O�LDDW PLPN,1.00' TO SUBGRADE �`--'-------____ 0.5' TOPSOIL UNLESS OTHERWISE LIMITS 0.5' ------------- SVE -- �i I 15, �\ --�_ NOTED. �� -F--t-t ---------- ----�\---------------__ ------ ,' ���� 1.75' TO SUBGRADE `�\--------------- �� ' 0.5' TOPSOIL i ENGINEERED FILL 0.5' TOPSOIL � ENGINEERED FILL �� 0.67' 1� `� � f- BASEMENT FLOOR,-,*, ENGINEERED FILL ENGINEERED FILL �lo� ENGINEERED FILL 15' SUITABLE BEARING SOIL (TYP.) Slab -On -Grade (SOG) SUITABLE BEARING SOIL (TYP.) SEE MATCH PROPOSED GROUND AT WALKOUT ELEVATION SUITABLE BEARING SOIL (TYP.) N.T.S. ,! I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. ENGINEERED FILL ` - �` SPLIT ENTRY WALKOUT (SEWO) 65' Wide Lots SUITABLE BEARING SOIL (TYP.) N.T.S. I hereby certify that this plan was prepared by me or under my Prepared Oneka Place direct supervision and that I am a duly licensed PROFESSIONAL Revleloll& Designed, CTY PI' aced for: ENGINHffit under the laws of the State of Minnesota 06/18/18 Added Erosion Control 02/11/19 Phase 1 Record Plans CPDCmPratt-0akwood LLC PartnershiO6/22/18 Added Phase 2 Grading Checked: JHB 07/05/18 City Comments 07/27/18 City Comments Drawn: CTY John Bender Cp 09/06/18 Updated per Final Plat 3500 Willow Lk Blvd. Suite 100 Dam 05/08/19 License No, 43358 10/12/18 DR Horton Revision Record Drawing by/Bate: JPM Vadnais Heights, MN 55110 Hugo, Minnesota Latest Revision Date:05/08/19 0008260DTF02.dwg Date: 06/01/18 sheet: 9 of 10 Details (VARIES) Y FINISHED GRADE AFTER HOUSE 7' MIN. 3' 35' 30, 3' 22' VARIES VARIES U1 Q (VARIES) m v FINISHED GRADE AFTER HOUSE w FINISHED GRADE FOR PAD I I Q m 10' 1 N FINISHED GRADE FOR PAD 0.67' 1 I GARAGE FLOOR EL. HOLD DOWN 1 EL. OF GROUND PAD HOLD DOWN = 1.25' LIMITS AT WALKOUT 3.2'10 --- ---------------- ----- ---�- _ GARAGE FLOOR EL.N -- _ BELOW GARAGE SLAB [H�O�LDDW PLPN,1.00' TO SUBGRADE �`--'-------____ 0.5' TOPSOIL UNLESS OTHERWISE LIMITS 0.5' ------------- SVE -- �i I 15, �\ --�_ NOTED. �� -F--t-t ---------- ----�\---------------__ ------ ,' ���� 1.75' TO SUBGRADE `�\--------------- �� ' 0.5' TOPSOIL i ENGINEERED FILL 0.5' TOPSOIL � ENGINEERED FILL �� 0.67' 1� `� � f- BASEMENT FLOOR,-,*, ENGINEERED FILL ENGINEERED FILL �lo� ENGINEERED FILL 15' SUITABLE BEARING SOIL (TYP.) Slab -On -Grade (SOG) SUITABLE BEARING SOIL (TYP.) SEE MATCH PROPOSED GROUND AT WALKOUT ELEVATION SUITABLE BEARING SOIL (TYP.) N.T.S. ,! I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. ENGINEERED FILL ` - �` SPLIT ENTRY WALKOUT (SEWO) 65' Wide Lots SUITABLE BEARING SOIL (TYP.) N.T.S. I hereby certify that this plan was prepared by me or under my Prepared Oneka Place direct supervision and that I am a duly licensed PROFESSIONAL Revleloll& Designed, CTY PI' aced for: ENGINHffit under the laws of the State of Minnesota 06/18/18 Added Erosion Control 02/11/19 Phase 1 Record Plans CPDCmPratt-0akwood LLC PartnershiO6/22/18 Added Phase 2 Grading Checked: JHB 07/05/18 City Comments 07/27/18 City Comments Drawn: CTY John Bender Cp 09/06/18 Updated per Final Plat 3500 Willow Lk Blvd. Suite 100 Dam 05/08/19 License No, 43358 10/12/18 DR Horton Revision Record Drawing by/Bate: JPM Vadnais Heights, MN 55110 Hugo, Minnesota Latest Revision Date:05/08/19 0008260DTF02.dwg Date: 06/01/18 sheet: 9 of 10 Details Latest Revision Date:05/08/19 0008260DTF02.dwg Date: 06/01/18 sheet: 9 of 10 Details © 2020 Westwood Professional Services, Inc. ucti for Sanitary Sewer, and Streets for Oneka Place Is Hugo, Minnesota Water Main, Storm Sewer 4th Addition Prepared for: CPDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Contact: Len Pratt Phone: 651-429-8032 Prepared by: Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Project number: 0008260.04 Contact: John Bender Sheet List Table Sheet Number Sheet Title 1 Cover 2 Overall Utility Plan 3 Sanitary Sewer and Water Main Construction Plans 4 Sanitary Sewer and Water Main Construction Plans 5 Sanitary Sewer and Water Main Construction Plans 6 Street and Storm Sewer Construction Plans 7 Street and Storm Sewer Construction Plans 8 Street and Storm Sewer Construction Plans 9 Street and Storm Sewer Construction Plans 10 Intersection Details 11 Details 12 Details Vicinity Map (Not to Sccle) NO. DATE REVISION SHEETS APPROVED CONSTRUCTION PLANS City Engineer Date tru tin PlansCons c o for Sanitary Sewer, Water Main, Storm Sewer and Streets for Oneka Place 4th Addition Hugo, Minnesota Date: 03/17/20 Sheet: 1 of 12 0008260.04CVF01.dw Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 © 2020 Westwood Professional Services, Inc. WTLDA 2A I I BO 9120 F---� I---� n OUTLET 912.2 I / SOT 914. l I I HWL 912.E I I OURET 914.3 / \ I �A nl ITT %1T ++ _ _ HWL 914.5 // \\ 3 I 4 //� \\ Vv l L_V l Lj �\ i i I I I I I I I - - ,' '/ �I new' - - - - - - - - - / / / I I- ti�,n nnnnl I I ----� -�---I- -I I _I �/-IL/LJIr-- II I I 1 I [I--. 1 11 I I I ,� I I I I I l r l l / �� 12 \ 2 11 II' I r I I I I I I I I II5� / / \\ III IFi \ / H 8296 - - - _ _ _ _ I I I I I I I I I 1 / \� I I I - I I I I I I - I--J1 I-- 1 --------------EMPESSI_N-N I 3 / l �� /_ 1� //��\ 1 \ \ \ --� 1 F-- Ir-- Ir-- �- \- I I -----� / / I I I - \ OU�>°919.0 1 I \ � I F -- I II 1 HWE921.a I I III 1 I L4 I \\ 7 I I III 1 I I // \ 6 I I / L------� /� `\ I I I 1 - / 4 / IT/ nT n 9,, nnnn/ CBMH 101A I \ VVIL_VI //-� \ / // / \ ` \ 2 \\ ----� 1 1 1 I I L I ail\ /-I L/LIIV I�\ IIT I I I �- I /�''\ \III 1 I B ,� z- -----A /^\\ \ \ CBMH 824 w \ > \ I \ I---+"l\LL�L�Iv II I \ \\\ `\ \V 3 \ \ / I `� III -\ \ II I I -- - FWILD B FES 8SOT 913.5 II II1 -I1 I1 II II \ \ \ \ \�3 OUTLET 913.8 34M9 \H `r \ 9\- \- 1FoHL 914.2 WLD E �\CBMH 102 1 FES 200 BOT919.74 \/iCBMH 821 OUTLET 920.7 J POND / `HL922,1 1 CBMH 103S0 CBMH 821A 8L -LOuHErslS W916.5 9 I 202M 'Ile SEE SHE T 8 MH 1VV I L.V I v OCS 201 - - VIII -_ 1II IIIF 1\1 SEE SH ET I I MH\\ 7CB 821B\-' - TIF T11 1 6\\ \PA212 r I \ ° °II IL li 'HWs2o.8/ 1 II VV13 5 \ 7 POND \ POW OUTLET 922.0 OUTLET 923.0 HW923.5 �il�\I ,-nILn,Ln,In10 W. _ / \ / _ _ _ \`\ CBMH 807 -7 1 I11 -I L--J \-- J �- -� WTLDCOMPLEX / I 1 I- OUTLET 916.3 / FES 855 CBMH 806 ��Inv' 2 / HWL sn.1 \ \ - ^ I F_ I I I- - I I I- �% /� �`�C• \ \ 2q� FES 854 / I--7 I--7I��� L---- -� M H 3 \ r r 1\1�\ I 1 III 1 I 1 I I 1 I I 11 I I I - / , I 1 1 1 �/ � i � � - � �` \\ \ \ \ \ � � / �/ / � , \ - -1 I \ ,� 1 I = I I I I I I I I I I I I 1 \ I I I � V ---\ STMH 856 <\ 7 \T9,/ \ " \ \\ \ �� ` / / / �` I I 111 JIL-\IL-JIL-JIL-JIL-J L I L- \ \ \ PONDMH 4STMH 857 > TErlsoOU/\ J \\\\\ \ \ �- \ _- 11 / / / / // ♦ c,�� I -JHL920.0 2 _I I1�-J -- --------� $- -------�--- emFES 805�_ s- - -- -- `-- -- -H 808 i /A r_1Co 101 CB G809 S,�,�T // \/� \ F-\-\ laai ----- - - --- - --- -\\ \ - _ _1000, 5 \ 9 \ \ \ /a� , , _ - �7 \ \ - - - - I I f -1 ^ ; I ^ ^ I / ^ POND 3 / i7l:l OURET918.5 OCS 858 \ / // / -1 I I I I I \ I I I I I I I I I I L- J L / / \ \ \ / \ � \ � '� \ � l/ � \/ ni /J /nv HWL 920.9 � 4 `\ FES 859 /� \ / / 1 I I i I I I I I I-_J L-_J L-J L_-J L-� \� II g 1 / \ ,CBMH 810 L-- 1 i =CB 811 `3 \\\ // •< \� / //era // �< r \ �,J1 I I I \ � I I \\ -_ � i / \\ \Vnit VI �vTL yr V / / /^ �' \ \/ // / / ; \`�/ \- - -II I I I \ - � // \ \ I L , 2 \ 8 I / < POND8A �\ rJ I\ \ \ OUTLET 916.0 WILD \\ /\ HWL 919.9 \ \ \ // / / J I OUTLET 93�5 II / / I I v HWLs31.8 �\ �_- \/ / I 7 n , , r/ n r r- I I h 1 ` I ` -%� .r > / /\\\ / 1 / \ \ r / - L_ \ VlJIL_VI I \ \ \ l I i01 / I / F--_ ,/ I , / �-� \emu MH 10,--�� F--_ II I �- II I \ \ /\/ I I \ l / WMDJ 4 /l \\ 6 \% IZ BOT 919.0 I / OUMET 9191.2 - - - - - - - I I I I I 11r, \ „T L J I J II L l/ k200o/ EX. POND 5 POND 4 OUTLET 924.5 OUTLET 919.5 _ HWL 925.8 HWL 921.3 STORM SEWER CASTING SCHEDULE STRUCTURE CASTING TYPE NUMBER TYPE DIA. 101 A CBMH 48" R-3501-T13 102 CBMH 48" R-3067-V 103 CBMH 48" R-3067-V 103A * CB 2'x3' R-3067-V 200 FES 12" - 201 OCS 48" SEE DETAIL 202 FES 12" - 805 FES 15" - 806 * CBMH 48" R-3067-V 807 CBMH 48" R-3067-V 808 CBMH 48" R-3067-V 809 * CB 2'x3' R-3067-V 810 CBMH 48" R-3067-V 811 * CB 2'x3' R-3067-V 821 CBMH 48" R-3067-V 821 A CBMH 48" R-3067-VB 821 B * CB 2'x3' R-3067-VB 824 * CBMH 2'x3' R-3067-V 8296 * CB 2'x3' R-3067-V 853 FES 18" - 854 FES 18" - 855 FES 18" - 856 STMH 48" R-1642B 857 STMH 48" R-1642B 858 OCS 48" SEE DETAIL 859 FES 1 12" - *STORM STRUCTURES WITHIN 10' OF WATERMAIN TO HAVE WATER TIGHT CONNECTIONS PER MDH REQUIREMENTS. SEE WATERSTOP GROUTING RINGS DETAIL NOTE: CONTRACTOR TO REFERENCE CITY GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION. Westwood I hereby certify that this plan was prepared me or under AL Revisions direct supervision and that I am a duly licensed PROFESSIONAL mod; C'j'y ENGINEER under the laws of the State of Minnesota. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 - Checked:- Fax (952) 937-5822 Minnetonka, MN 55343 brawn: Cry Toll Free (888) 937-5150 westwoodps.com John Bender Westwood Professional Services, Inc. Date: 03/17/20 Ucense No. 43358 Record Drawing by/date: FUTURE EXISTING Sanitary Sewer a Sanitary Sewer Water I Water Hyd. w\Valve - Hyd. w\Valve Storm Sewer era- Storm Sewer Draintile Prepared for: CPDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 PROPOSED a Sanitary Sewer -4 I Water Hyd. w\Valve 1 Pei as Storm Sewer 44 sera Draintile Street Light Oneka Place 4th Addition Minnesota 0' 100' 200' 300' Latest Revision Date: 03/17/20 0008260.040VF01.dwg Date: 03/17/20 sheet: 2 of 12 Overall Utility Plan 9 8"-11.250 BEND r - \ 920.4 - �1- 1 t11 1 - \ \\ \\ _ \ 921.0 \ \ WYE=0+18 _ --� F_ _ --� ---- \ 8\'-11.250 BEND \ \ _ \ 931.0 HYD w/AUX VALVE 10'-6" DIP 8"x6" TEE GRND EL=929.4 c 2020 Westwood Professional Services, Inc. A j--- 1 / 7 I � I G) O I I D88 I C9O I I 82O 920.7 WYE=0+08 WYE=0+41 I 1 15 1 'n I 3929.6 WYE=2+50 30 .90WYE=0+63 1 1 / --- -- -- -- - I II // WYE=1+82 / I 1 920.9 931.4 � \ 1 - J L 0 I 11 \ 1 -MH 3 MH 2 J L-__ / 920.5 I I 920.9 1 1 WYE=1+39 J - J % 1 WYE-0+51 1 1 931.9 - / 1" COPPER SERVICE WYE=1 +23 II I 931.7 11 C RB STOP T P -MH 4 L----------- ---� L---tr-- MH V . - s. PLUG -�.all I I 921.0 \ \ 921.0 WYE=0+94 \ \\ I I I I I 920.E I I WYE=0+45 /1\ \ I I I g20 7 I I WYE=1+04 I I 931.8 \ \\ WYE=0+41 HYD w AUX VALVE 11 II WYE=1+75 I I II II \\ \ 932.0 \ \\ 10'-6"DIP 1I I I 931.4 I I \\ \ \ 8 x6 TEE - 1I 931.0 i i I I \\ \ � GRND EL=931.1 L-----J L------- L-- 1 8"-11.250 BEND % r-- _ _ II I \ I r I I I I I --- I 0 I I it I I I I I I L SEE SHEET 4 `1 aaa� 4oa � 12 4 - \ 7iD 918.3 I 919.1 -7 _ WYE=0+21 I I WYE=2+65 917.9 / / 930.0 I I / I 929.4 / / WYE=1+88 % / / / 8"-11.250 BEND 1 I I I I I I HYD w/AUX VALVE / / 928.7 WYE=1+05 0 II 8"x6"' DIP // 928.1 / / WYE=0+60 // 917.9 / _ I W I II II II / / / / I= L - - - GRND EL=927.8 / / / / / 928.1 / /WYE=0+92 I I � �-! / I I LU I I I I 928.3 -...J w/U k .1 1 - 4" PVC SANITARY 1 SERVICE (TYP.) 1 ;�..- �MH 1 CI ---J J I / - -7 / > EMPRESS AVENUE NORTH 220' - 8" DIP CL 52 WM 275' - 8" DIP CL 52 WM 190' - 8' DIP CL 52 :WM w /POLYWRAP - EXTRA DEPTH w /POLYWRAP _ 7.5' MIN. COVER w /POLYWRAP - 7.5' MIN. -COVER 145'=8"DIP CL:52WM w/POLYWRAP - 7.5' MIN. COVE ....................................................................................................................................._.,,.......................................... , 80 8 DIP CL 52 W.M. .50 - 8 DIP � CL '52 W.M. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w/POLYWRAP. EXTRA DEPTH . . . . . . w/POLYWRAP EXTRA DEPTH Z4y 8" PVC . .IE = 918.45. . . . . . . . . - PV � SDR 35 ® 0.40% .......... ... T50 ................:... R35®06.7. ._.8PVC........:.................. :.........:.: . . . . . . . . I . . . . . . . . . . . . . SDR 35 ®0.849; �100'_- 8„ PVC . . 18" MIN. SEPARATION PER CITY DETAIL HU-W-5 . . . 0.85% INSTALL INSULATION WHEN STORM SEWER IS WITHIN 3' . . . . . . . . . . . . .6. . . . . . . . . . . . . MH . . . . . . MH 5 . . . . . . . . . - . . 18" STO I E� 915..46....... MH 3 . . . . . :+..... . . . . . . . . . . . . OF WATERMAIN OR SERVICES ....................... STA, 1+34 .....................................STA' 3+84....:.................. -. RE _ ....... - 929.44 .MH.2. ............................... . ........... ........... RE = 929.24 RE = 930:74 MH 4 IE (SW) = 917.54 STA .7+00 IE (NE) :_ 920.24 . . . . . . . . IE (SW) = 919.24 STA 4+50 . . . IE (NE:) = 917.44 IE (SW) 928.4996.59 SDR 35 ®,0.90� MH 1 . . . . . . . . . D = 9.00 IE :(NE) .= . 91.9.24. RE. =. 930.80 IE (NE) = 918.80 D = 1.2.00 IE (NE) 916.49 STA 10+37 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D = 11.50. RE = 926.87 ....... :... IE (SW): = 918.80 .:............................................................................................. D - 12.00 = IE.(SW). 913.45 .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D = 12:00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I (. . . . . .. . = 913.3. . . . . = 1-3.52 0 1 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 2 3 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender Date 03/17/20 License No. 43358 In 5 6 7 Designed: m Checked:- Dfawm CTY Record Drawing by/date: rel WE Prepared for: CPDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. XXX.X DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX ® 10' OUTSIDE R.O.W. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-5. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT., INSULATE CROSSING. SEE CITY DETAIL HU-W-5. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU-W-5. Oneka Place 4th Addition Minnesota NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP. SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE. SANITARY SEWER SERVICES AND RISERS SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE. CORPORATION STOP SHALL BE THREADED INTO THE WATERMAIN (NO SADDLES). WATER SERVICES SHALL BE 1" COPPER PER CITY DETAIL HU-W-2 ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON. ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED. STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU-W-6. USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' Latest Revision Date: 03/17/20 0008260.04UTF01.dwg Date: 03/17/20 sheet: 3 of 12 Sanitary Sewer and Water Main Construction Plans © 2020 Westwood Professional Services, Inc. ' 0 \ ' I %P / a J 9 8" SAN PLUG IE = 913.19 / 8"x8" TEE - REMOVE PLUG & SE CONNECT TO 8" SAN- _ E SHEET 3 IE = 912.99 �MH 1 i GV REMOVE PLUG &' / CONNECT TO 8" SAN IE = 912.99 / REMOVE PLUG & CONNECT TO EX. WM I� -J jas --J 11 > \ �� EUROPA AVE NORTH 180' - 87 DIP CL 52 WM w/POLYWRAP' 7.5' MIN. COVER Ki 6' \ I II - I -7 \ I I I I I I I I II II I 8" DIP PLUG I 918.5 j► I I 1" COPPER SERVICE II WYE=0+88 II I w/CURB STOP (TYP.) 929.6 I / I I I WYE=0+71 8"-22.50 BEND Ili50 BEND I / 4" PVC SANITARY I I I If- S / I SERVICE (TYP.) I I L_ - �l - fi I - - / / / \ CONNECT TO EX. SAN WYE (TYP.) 1 L 8"-11.25° BEND 8" GV �1 4i a= I ME 12 - I 919.4 I I I WYE=0+77 8"x8" TEE I I 919 4 I I I WYE=0+62 / ° I I _ ° 919.E I II WYE-1+24 II I I929.0 // CONNECT TO J O I = I 930.0 I WYE=0+57 II II II I II I // INSTALLED UNDER I I I 929.9 I I HYD w/AUX VALVE / 3RD ADDITION I I 929.4 I I I II 8"x6" TEE J/ EX. 4" PVC I I I I I GRND EL=928.8 - - / SANITARY I I II II I SERVICE (TYP.) WYE=O 7 I4or/ 924.9 "lo/ x _ \� L l a o 8'- 22.5° BEND EX. MH .. \_50' 8" PV STA 6+40 - C . EX. .MH SDR 35 0 0.40% STA 4+89 RE _ 927.52 . RE = 928.61 IE (NE) 912.95 EX. 10' 8" PVC . . . . . . . IE (S) :_ 911.99 . . . . . IE (SW) = 912.95 . . . . . . IE (NW) = 911.99 . . . IE (NW) .= 91.2.95. . . . . . . . . . . .............. D- _- 16:6.2................. IE .(SE) .= .912.85 .......................... D = 14.67 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f / WYE=1+54 // // i ° \ 26.6 WYE= 89 925.6 EMPRESS AVENUE NORTH 660' = 8" DIP CL :52 WM w/POLYWRAP = 7.5' MIN. COVER Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. XXX.X DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX ® 10' OUTSIDE R.O.W. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-S. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT., INSULATE CROSSING. SEE CITY DETAIL HU-W-S. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU-W-S. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�.� ,�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II II II II II II 11 . II I I. 11 II n II i i II II I I 1 I II I'I � 1.1 EX. » 24 - STO. 11II . I I i i I I . . . I I. . . . . . 1 18. MIN. SEPARATION I I . 1 a I 1 . 1 1 . . . . .IE . 920.55. . 1 1 1 1 . . . . . . . . . . . . . . 1 1 PER CITY DETAIL HU-W-S I I 11 i i 1 1 iQi 11 11 . . . . . . . i i. I . I 1.1 . . . . . . . 1 . INSTALL INSULATION WHEN. . . . ...... ........... .. .... ......................... I I I 1 1 7 1 I 1 .1 ......... STORM SEWER IS WITHfN I ... i. 1 . I I --------- 1 I r-��--------.- -- - ---- -- 13' S---==-I -- -- I MAIN V I OF .WATER OR. SER CE I 1 1 --�-- i� I I iIV'i U 1 1 II I I EX. 10' _ 8" :PVC -----LL-------------- --Fi-- 11 11 II --LJ II II--- 1 1 ...... .... 9D' _ " .8 . PVC SDR 35 C�. 0. 40% 1 1 1. 1 1 .........................i EX.._137'--- 8. PVC __---� .i ..EX.:94_ = - --- r-- - 8'_ PVC . 1 ..... - - l 1 L� i iEX. 74'.. I.r ------ 8 W_ -- i . ........... PVQ1 I X - I-E=..-�:9- =-8 i.............................. PVC i �`_-- . 1 II----------- _ _----------u------------ . . __--- . -------------�I-------- - ---. _ . I r--=---------- EX. _21 --- - ------------ PVC: EX .. ---.-- ------------------------ 11 MH IE _:912.99. 1 EX. MH STA MH 1:4+00 EX. MH ----- STA 10+37 STA 12+74 RE _ -928.10 STA 14 +.74. EX MH EX MH .... RE - -926.87............. EX MH ................ RE. =. 928.:4.1.......... - IE. (NE). - _ 913..9.7.................. RE - 927.02 . STA 15+54 STA 17+68 IE. (SW): = 913.45 STA 11+37 IE (NE) = :913.60 - D = 1:4.13 . IE (SW) _ .913,67 RE:.. 925:87 :........................ RE. = 923.45 IE (NE): = 913.35 RE _ 927.52 IE (SW) _ : 913.50 I IE (E) _ 913.57 9 IE :(W) = 913.26 : IE (E) := 912.30 IE (NE) = 912,95 D = 14.92: = 13 IE (E) = 913.16 IE ( ):_. N 912.30 D.=.13.52 IE SW ( ) _ 912.95 D = 12.71 . . . . . . . . . . . IE (W) = 912.30 . . . . . . . . IE (NW) :_ .91.2.95 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IE (S) _ 912.20 .....................................................................................D.=..11.25....... . . . . . . . . . . . D . = 14.67 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 5 6 7 8 10 11 12 Westwood I hereby certify that this plan was prepared me or under AL Revisions direct supervision and that I am a duly licensed PROFESSIONAL mod; C'j'y ENGINEER under the laws of the State of Minnesota. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Checked:- JIHB Fax (952) 937-5822 Minnetonka, MN 55343 brawn: CTY Toll Free (888) 937-5150 westwoodps.com john Bender Westwood Professional services, Inc. Date: 03/17/20 License No. 43358 Record Drawing by/dam 13 MIA 15 16 Prepared for: CPDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 17 18 Oneka Place 4th Addition Minnesota NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP. SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE. SANITARY SEWER SERVICES AND RISERS SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE. CORPORATION STOP SHALL BE THREADED INTO THE WATERMAIN (NO SADDLES). WATER SERVICES SHALL BE 1" COPPER PER CITY DETAIL HU-W-2 ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON. ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED. STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU-W-6. USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' Latest Revision Date: 03/17/20 0008260.04UTF01.dwg Date: 03/17/20 sheet: 4 of 12 Sanitary Sewer and Water Main Construction Plans c 2020 Westwood Professional Services, Inc. I I L - - - - - 920.5 1 1 1 1 I 4" PVC SANITARY ` W 1 1 920.3 I I SERVICE (TYP.) \ \\ WYE=1+24 1 I 920.0 1 I I \ \ 931.8 1 1 WYE=0+80 1 I � 920.5 \ J ' 931.4 ' WYE=0+16 L WYE=1+35 \ - `� 1 930.8 I I WYE=0+68 I L <928.9 1" COPPER SERVICE \ / LJ' j w/CURB STOP (TYP.)\ MH 10 I REMOVE PLUG < 920.8 ` I _ CONNECT TO 8' I T IE - 916.66_ WY -1+56 A , INSTAILL I SALVAGED ;T HYD w/AUX VALVE 920.5 ,t( / I I I T 10'-6" DIP REMOVE & S/ WYE=1+29 920.0 M 8 x6 REDUCER / // 8"-22,5° BEND 920.1 I II TAMP. HYDRAIv I GRND EL=931.4 931.9 � WYE=0+64 II I WYE=1+02 1 I 1 11 I I WYE 111 1 1 =1+16 I I I I 929.3 I I\ \ I 1 II II 931.E _j / C FAIROAKS AVENUE NORTH 160' - � 8" DIP CL 52 WM w/POLYWRAP 7.5' MIN. COVER II . . . . . . . . . . . . . . : : ii II n. I I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�.�. . . . . . . . . . . . . . . .I .I . . . . . . . . . . . . . . . . . . . I I I I -Tt-1 I I I I I -I L- I 1 I _L. I r --lJ_-- ----- I I ......................................I.I.---,- ---�_ - II ----___ ----=-r_r___-------- II ------ II --------- E = 916:66; . . . . . . . . . .;;. 150'. 8„ PVC MH 10 SDR 35 ® 1.20% '-- . . . . . I I. II ..... STA.12+.50......:................... ...... EX. ��22, _.- _ i i. . . . . . . . . . . . IE = = 91 EX. 15' - 8" PVC -. 8 p�C ------------ IE (N) = 918.46 D = 12.37 . _ . . . . . . . . EX. MH . . . . . . . . . . . . . . . . . . . STA 10+.85. . . . . . . . EX.. MH . RE = 928,63 STA 9+63 IE (S) = 916.48 RE = 927.10 .......................................IE. (N) = 916.38 .......:... IE'(N) '913'.70 ... D = 12.25 IE (S) = 913.70 IE (W) = 913.60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D - 13.50 / / I I Call 48 Hours before digging: I� L------------J - GOPHER STATE ONE CALL II I I I Io 0 1 i 10 I I II I I I I II I L Twin City Area 651-454-0002 921.3 I I I I I IZY I-----------i � `\ `\ WYE=1+35 I I I------------ I J I II I II I Ito I II I I I L I _I Mn. Toll Free 1-800-252-1166 I � I GENERAL NOTES: I I / XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ 10' O OUTSIDE R.O.W. I 921.8 `\ \\ WYE=X+XX ONNOTES MAINLINENITARY SE FROM DOWNRSTREAMEM M.H. LOCATED �3WYE=1+0 � `��� � I � MH 9 as HYD w/AUX VALVE' ' XXX.X DENOTES ELEVATION OF THE TOP OF WATER \ \ 9 1 10'-6" DIP SERVICE STOP BOX ® 10' OUTSIDE R.O.W. I I � I - - - - - - - - - J I I I I I° I I I II -I I I I I I I I I I \\ 3 `� / / I AND SANITARY SEWER. 1 1 � i I O 923.4 I I 0 \\ `\ `\ / o� � \ YE=1 +26 I I I I \ \ \ 927 8 I MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN I WYE=0+84 MH 8 I ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-S. 924 4 \ ` I WATER SERVICE TO THIS LOT SHALL BE INSTALLED I 1o1 - I WYE=0+84 i - \\ 9 ` 4" PVC SANITARY i O UNDER PROPOSED STORM SEWER &SHALL WYE=1+62 \ 9 SERVICE (TYP.) I MAINTAIN A MINIMUM VERTICAL SEPARATION FROM 11 I, 11 1 I REMOVE PLUG & I_ - - - -CONNECT TO 8" SAN C IE = 915.73 I _ rI u �[-\ �\ I � / REMOVE PLUG & CONNECT TO EX. WM w/8" GV I / \ \ © `\ \ \ 927.7 i I \ \ 4111=_ \\ /8"x6" REDUCER FLAG HYDRANTS. 922.3 \ \ \ \ / \ ; , GRND EL=927.2 EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM I I \\ \ \\ \\ WYE=0+43 \� �o 1 COPPER SERVICE - - - - /CURB STOP (TYP.) I FINISHED GRADE. I I \ \ O \ \ 928 \ \ \ \ 921. I MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN 1 1 30.3 , L „� \ \ WYE=1+16 8 -45 BEND I STORM PIPE OF 2.0 FT., INSULATE CROSSING. SEE -J L - - - - - ♦ 8 -22.5° BEND \ 928.CITY DETAIL HU-W-S. � 0 � \ � / � MH 7 �\ \\ 922.1 \ \\ © WATER SERVICE TO THIS LOT SHALL BE INSTALLED ♦ \ \ \ \ �v� WYE=0+49 \ . � UNDER PROPOSED SANITARY SEWER &SHALL \ > MAINTAIN A MINIMUM VERTICAL SEPARATION FROM I �\ 922.7 \ \ \ \ SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL „8"-22 5° BEND \ `\ WYE=1+23 \\`\ 928.4 \\\\ / � � / � �\\\\ / HU-W-S. \ \ 923.3 \ 7 B -I I •9 \ \ WYE=0+74 ` \ 928.8 \ 1 1 924.6 II II WYE=0+10 \\ \\ \\ \ `\ \� � 11 . / / .' \ \ P` NOTE: 9299 oU WYE=1+47 . SANITARY SEWER SERVICE STUBS TYPICALLY 3' H W1 DOWNSTREAM OF WATER SERVICE CURB STOP. II II HYD w/AUX VALVE � � SANITARY SEWER AND WATER SERVICES SHALL 13'-6" DIP EXTEND 10' BEYOND THE R/W LINE. 8%6" TEE SANITARY SEWER SERVICES AND RISERS SHALL BE GRND EL=929.4 SCHEDULE 40 GLUE TOGETHER PIPE. �- IAITi n rnA401 cV CORPORATION STOP SHALL BE THREADED INTO THE WATERMAIN (NO SADDLES). 162ND STREET NORTH 285' - 8" DIP CL 52 WM w/POLYWRAP 7.5' MIN. COVER 165' � 8" DIP CL 52 WM w /POLYWRAP - EXTRA DEPTH PROPOSED C/L GRADE (TYP.) Il.......r...... ............................. II II II II .I iI II .............................................................. . . II II III.I . . . . . . . . . . . r1..III II .I II II 11 I.I II -_ . . . . . . . ................... . O . . . . . . . . . . . . . . . .. ........................... . . . . . I II . . . ........ EX. - 40' - 8!'- PVC ............. . . III II . . . . . . . . . . . . . . . . . . . . . . . .154' .- .8 . PVC: . . . . . . . . . . . rI I 146' - 8" PVC 134 - _it SDR 35 „ PVC 8 DR 35 0 0.40% 0 0.40% I I . SDR 35 0 0.40% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -L---- - MH 8 ............IE _ -9-15:73........................................... MH 7 13+43 .............................................. MH 9EX. MH . STA 12+08 . RE ._ :927.52 IE (NE) = 917.05 STA 14+98 STA 10+22 RE = 928.87 . RE _- 925.99 RE ._ .930.74. . . . . . . . . . . IE:(NE) _ 916.41 . IE (SW) = . .5 IE (SW) = 917.67: IE (W). = 9.15.57. . . . . . . . . . .IE :(W) 916.31 . . . . . . . D = 10.58 . . . . . . . . . . D = :8.32 . . . IE. 915.57 D :_ .12.56...:.........:.........:.........:.........:.........:.........:....... . IE (S) _. 915,47 D = 15.27 WATER SERVICES SHALL BE 1" COPPER PER CITY DETAIL HU-W-2 ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON. ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED. STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU-W-6. USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 900 900 900 900 0' 50' 100' 150' 13 12 11 10 9 10 11 12 13 14 15 16 Latest Revision Date: 03/17/20 0008260.04UTF01.dwg vats: 03/17/20 sheet: 5 of 12 Oneka Place Westwood I hereby certify that this plan was prepared se me or under ALRevisiom for. Sanitary Sewer and direct supervision and that I am a duly licensed PROFESSIONAL Dom; CTY Prepared • • �������°f���°f°�Partnership4th Addition CPDC-Pratt-Oakwood LLC Water Main Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Drawn: CTY Toll Free (888) 937-5150 westwoocips.com john Bender 3500 Willow Lk Blvd. Suite 100 Construction Plans Westwood Profmional services, Inc. Date: 03/17/20 License Na 43358 Remo Drawing by/&ft Vadnais Heights, MN 55110 Hugo, Minnesota c 2020 Westwood Professional Services, Inc. END STREET AND SIDEWALK CONSTRUCTION @ STA. 1+90 INSTALL TEMP. CUL-DE-SAC WITH 2-SALVAGED TYPE III BARRICADES 0 0*11 000, J � - � -7 I is I II 6 I 1 I I I 1 \ \ I I 5' CONC. SIDEWALK / L -CBMH 807 L rn 1' INSIDE ROW / -- --J L_- -// / 000 i 54' 30' 7 W ROW B-B- (D- � ---� II- -L / CBMH 808 z - CBMH 810 - - - -- _ W -- q s 4 3 - -� 9- _ _ CB 809 \ \\ ---� L---CB 811 ____ ADJUST MH \ \ 0 \ F CASTING (TYP.) \ \ / / / / / / I I - \ I I I I I \ \\ I �-- I I L-----J L-------- L-- I \ I I I I I I I I I J I I I I I I I I SEE SHEET 7 13 f D4 12 -� / °4 r / F , ��•� m I �_ % /- CB 8216 % / `� o L----J L_� - L I OG�� / / 7 / � / / 7 o061 > I II I I I I 4" PERF. PVC DRAINTILE (TYF i I CBMH 821 A I SURMOUNTABLE 10 I I C. & G. (TYP.) EMPRESS AVENUE NORTH I NI . .00 . .00 . .00 . 00 . .00 . .00 . T- U') . ."t . r . .0) . .N -t - :0) . .N . .0 � .00 . c0 Ln 0 CIA r� (O c0 0) N N -;1-In 0-00 co 00 0) 0) ��q- -0 --Ln 0 In c0 (O rq-co Ln 0 rq. .. ;1-.0 . . CD O) . r- . . co.6 . M 0 . . 00 0 . r- 0 . . (-D.� . �.� . co O) . 4.0 . L(-).0 . L(-).o6 . coo6 . cp.r� cor� . cfl.c0 . (-D to . LC.0 . 4.� N CIA N_N NN N_N Nt+) Nt+� CIA Pr) NN) Nro N_N NN N_N NN N_N NN NN NN NN NN N_N O� 0Y 0) O) 0) 0-)(3) O) 0) 0Y 0) O) 0) 0-)0) O) 0) 0Y 0) O) 0) 0Y 0) O) 0) 0Y 0) O) 0) 0Y 0) OY 0) 0-)0) OY 0) 0Y 0) O) (3) ........................................................................................................................................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25, _ 15,, RCP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90.00, VC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CL 5 @ 0.50% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H.P. ELEV = 930.91 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H.P. STA = 4+22.84 CB 821 B CBMH. 821 A . . . :.........:.........:.........:.........:......... PVI STA =.4+33.00....:.........:.........:.........:.........:... STA 9 (SEE_BELOW) .................. PVI ELEV 931.08 E 926 26: PVI ELEV 92:9.08 A.D. = -1.55% E(NWj 922.11 I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CBMH 808 K _ 58.06 D = 3.94: i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA- 3+94 PVC = 3+88.00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RE 93. . . . . . . :PVT = 4+7&00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90,00' VC . . . . I : . . . . . . . . IE (SE) = 926.32 ELEV. =. 930.:81........: L.P. ELEV = 926.45 ..................................CBMH 81.0.................. . . IE (SW) = 924.16 ........................................................ ELEV = 930.65. . . . L.P. ......... .......I............................. STA = 9+46.44 . . . . . . . . . . . . . . .STA .1+.96 . . . . RE = 929.26 . . . IE NE = 924.1.6 � ( ) . . . . . . . . . . . . . . . . . . . . . . . PVI . . . . . STA = 9+38.00 . . . . . . . . . . . IE (NE): = 925.14 D =. 6.28 PROPOSED: C/L. GRADE: (TYP,) . PVI ELEV _ 926.28 I. . A.D: = 1.60% IE (SE): = 925.14 _ . . . . . . .. K 56.25 I: D = 4.12. 0.60% _ ....................................... P.. 8+93.00 ............................................... . . . . . . . . . . . . -0.95% . . . . . ... ............................. PVT = 9+83.00 _ n ..��'1ti"Rrp- .II . . . . ELEV = 926.:71 FI FV _ 97F, ci7 STA 1+96 '� IE = 915.46 . . . . . . . . . . . = 929Ll .26 . . . . . . . . . C6 809 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : IE (NW) 925.26 CBMH 810 STA 3+94 . . . . . . . . . . D = 4.00 . (SEE ABOVE) RE . = . 930.:44 : CBMH 808 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LE (NW) 926.44 {SEE ABOVE): . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D = 4.00 0 1 2 3 4 5 6 7 8 9 10 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. john Bender Date 03/17/20 License No. 43358 Designed: CTY Checked: JHB Drawn: cry Record Drawing by/date: 11 Prepared for: CPDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Oneka Place 4th Addition Minnesota Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB. o+ DENOTES GUTTERLINE ELEVATION AT 11g INTERSECTIONS. ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED. PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. 50 LF - 4" PERF. DRAINTILE SHALL BE INSTALLED AT EACH WAY OF LOW POINTS. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM PROPOSED STREET LIGHT L- = !I 0' 50' 100' 150' Latest Revision Date: 03/17/20 0008260.04STF01.dwg Date: 03/17/20 sheet: 6 of 12 Street and Storm Sewer Construction Plans c 2020 Westwood Professional Services, Inc. ' 0 \ li \ '\ I � I I I ; �__ --� I r-------- END STREET AND SIDEWALK / CONSTRUCTION AT STA 6+77 INSTALL 2-SALVAGED 1 5' CONC. SIDEWALK - J TYPE III BARRICADES I 1' INSIDE ROW CONSTRUCT I I ADJUST MH PED. RAMP (TYP.) I CASTING (TYP.) s •,,�_ SEE SHEET 6 CBMH 821� n-CBMH 824 El F-------1 I I1 11 -7 I I I I '0 ' I I I I I II % I I SURMOUNTABLE C. & G. (TYP.) CONSTRUCT II PED. RAMP (TYP.)- 14 15 30' 3 13 54' --6 B 10 + L, D4 12 - �- _EX. STMH 828- , \ 0-- -I R I- 44 I % EX. STMH 826 / - -7 CONNECT TO - - - \ 'Ii 11 - - - _ EX. STORM EX. STMH 825 I EX. CBMH 829A ADJUST GV _ _ _ _ I - - - - -IE = 923.36_ / S CATING (TYP.) � I EX. CBMH '823 / 400 CBMH 829B \CONNECT TO / / /, /�� EX. STORM %* IE = 921.29 / /// // 0 'a < CONNECT TO I I I I / / ixt" / \� EX. STORM / IE = 921.00 I EX. CBMH 820 BEGIN STREET AND SIDEWALK _ CONSTRUCTION ® STA. 17+20 EX. CBMH 815 � / 0- / I II II I \ / SALVAGED 2-TYPE III BARRICADES EX. CBMH830 4° - -EX. CBMH 814 - - � REMOVE TEMP. CUL-DE-SAC & 2-TYPE III BARRICADES \ \ / BEGIN STREET AND SIDEWALK a O CONSTRUCTION AT ±STA 4+50 J EUROPA AVE NORTH .0 . .II . t . N . .0. T_ t r� N r") to 00-M LO M-0 p (O -;1- 0) I'l-).00 . r.00 llr.� O.tO cV(N NN cVN cVN NCA -(V NN O) 0) (9) O) O) 0) O) 0) O) 0) (9) 0) (j) O) EX. CBMH 814 .ST.A..4+.6.3. ........ EX. . CBMH 815.................................................. .RE =. 9.2&69 . . .STA .4+98 EX. CBMH 820 (NW) _ 915.63 RE = 928,39 STA: 5+9.8 .IE IE (SW) _ 915.63 IE: (NE) _ 916.31 . RE = 927.54 D = 13.06 IE: (NW) = 915.-71 IE (NW) - 920.9.5 IE: (SE) _ 915.71 . IE (NE) = 915.98 ................. D ._-1-2.68...........IE '(SE) = 91-5,94.........:..... . -0.85% D _ 11.60 . . ......... Ii . . . . . .PROPOSE , C/L GRADE (TYP:). Ir 11 11 1 .1 I j II 1111 11 IJ i . II TTT -1 . 11 r . . . . . . . . . . . . . EX. 9.9' . - : 33" . . . . . . . . . . . . . . . . . . . . . . . . . .STO II_----------------------1i 11 ICI I I Inr lli I�I 1.1 iV[ . . lli i�i . . . Ijlla . . . I.I . . . . . . . . . . . . . II __ --------� 11 11 . . . . . . . . . . .1 .1 . . . . . . . . . . . . � 1 EX. 34' - 33" . . . . . . . . . . . . . .1.1. . . . . . . . . . . . . . . . . . . . . . . STO 1 .I ---------------- --- --741 . --------i r---.--------------- ---��------------ . . . . . . . . . . . . . . . . . . . . . . . . 5 L•� 7 EMPRESS AVENUE NORTH . .r.o (.0 . .00 . ... .ro . .00 . .L .N .O . _ .0 . 0) 't . L 0 p M L (O 1--0) r- ro -;I__(O rq (O p Mir M 0) r--)-N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0) 0) . 0Y 0) . 0Y 0) . 0Y 0) . 0Y 0) . � O) . 0Y 0) . 0Y 0) 0) CY) (3) 0Y 0) 0) 0Y 0) 0Y 0) CY) (3) . 945 945 .CBMH. 821:......................... (SEE BELOW) c13MM 824 � STA :1�1+�78 .......................................S.TA.]5+64........................................................... RE = 925:37 RE = 927.44 IE. (SE). =. 923.44 PVI STA _ 17+82:37 90.00' VC IE (S) = 921.37 17' - 15" RCP :PVI ELEV = : 923.29 46' - 15" RCP . D _ . 4..00. �� 17' - 15" RCP CL 5 . 0.50% � . . . . . . H.P. ELEV = 928.73 D _ 4.00: CL 5 ® 0.50%. 1 CL 5 ®0.50% H.P. STA _ 13+28.86 1 i EX. 8' - 15" STO PVI STA = 17+68,04 940 940 I 1 EX. 8' = 15" STO*PVI STA = 13+46.00 I PVI ELEV _ 923:.58 ... .....1 1................................. 1 I I EX. 10 - 15 STO I.I...................... I I PVI . ELEV. = .9.28..93 :.......... .. . 1. 1. .......... I EX.: CBMH' 829A: ........................... . A.D. _ --2.10% 1 I STA 15+64 PVI STA: _ 17+53.71' I 1.i K = 42.86 i. i RE :- PVI ELEV = 923.29. EX.. CBMH 820 I 1 I I .925.37. PVC = :13+01.00 IE _ : 921.291 1 1 1 IE (N) = 921.25 1 STA 11 +20 1 IE = 923.36 I I 1 1 PVI STA - 17+21.71 PVT = -13+91.00 1 1 ( ) - IE E - 916.98 IE _: 921.00.1 RE _. 9.27..54 1 1 1 . 1.1 . . . . . . . 1 1 = PVI .ELEV -: 922.8.1 ELEV _ 928.64 . . . . . . . . 935 935 I I IE :(N.W). =. 920;95 .... ..1 1 .. 1 1Ap1 IE :(NE) = 915.98 EX. CBMH .82.3..:.1.1. 1 1 STA- 11+78 1 1 ............... !III IE (W) = 916.98 .. ELE.V. =: 928.28 ................. F D = 8.40 . 9. V . .1Jj1 . . . . 1 1111 IE :(SE) = 915.94 1 1 D �= 11.60 . RE = 927.44 1.1 IE (NW) = 923.32 ;.; 1�1 _ EX. STMH 826 . . . . . . STA. 13+83 H.P. ELEV = 924.81 RE 928.14 � H.P. STA = 16+30.00 . . IE (NE) = 916.15 illi = EX. STMH 828 IE (S) _ 916.15 IE (NE) = 916.61 STA 14+74 \ PVI STA 16+75.00 930 930 IE (SW) - 916,61 RE = 926.82 PVI ELEV 924.16 - . - . - . - . - . - .:................ D. =: 11.29........................... � -. - . - . - � -. � - D� =� �11.�5:3� IE E - 916:80 ....... \: ....... A, D.: _ -.1,44%........... :......... ......... ..... I .- . . . . . . IE (SW) = 916,80 \. :K - 62.50 . . j 0.65� 1. . . PVC = 16+30.00 . . D= 10.02 \ 1 I 1 1 PVT = 17+20.00 . . . . . i i. i .I . . . . . . . .� . . . . . . . . 1 1 71 -1.45q° \ ELEV/ = 924.81 925 925 . . . . . . . . . i. i I i i EX. STMH 825 i i i i . . . . . . . . .i i ELEV = 922.86 ...................:......1.1........1.1................. i.STA:1.2+�74........1i.a 1 II ................. .......... ...1.1.1......... ...... ....... .... .. ... . . . . . . . . . i i. i�i . . . . . . i . RE = 928.21 i 1 ! PROPOSED C/L O� ADE :(TYP..) a i 0 0 1 1. I i i IE (SW) = 916.37 1 1 ;; I I ,> 1 1 ,? o% o 1 , EX. 1214 STO IE (NE) = 916.37 i i 1 1 IE 1920.55 :i i i i n . 1 1. II 1 1 II ii D=:11.84 1 1 -j 1 1 1 920 920 ........BMH [:-STA EX.: 97 30' STO . > I .I . EX.. 157 . -. 30" . STO. 1 1 i i EX: 109 - 30 . ST � � 1 1 :1 - 30� -S-TO �I EX._84_= � 3 __ STO �I �I �--____T________________ . 1-� r--1--------.- rr ; ; 'lllVl�l;' II ..... 1 J .11+00 1 1. 1 .1 ------------------ _-_-----------� . lU RE = 926.93 1 1. IE (SW) 921.231 1. IAI i i=-- 1 1I 1,.1, . . 1 1 f. lI (SE) 921.23 I I 1rr1 LL-------------- 1uI .-----------------U . --��-- ----- -------------------. ---1 -- ---------IE 915 D = 5.70: . . .................................................................... ----------.---- - ii--1 E PBMH830 . . . . . . . :1 �X. CBMH 829A915 ..I . . . . .1.1 . . . . . . . . . . . . . .1.1 . . . . . . . . . . . . . . .I STA 15+64 ................. 1Jf22--.... - 1 1.r-------------� i---.--:--- RE = 925,37 RE = 922,42 rII I- 7; 1 1 II------ 1 -=- --- _� ---------- _ N. \I__ : - ---- -\E--- = 921.25 ------ IE N 918.30: 1 1 -- T - . IE (E) - 91-6.98------1E--(SE)_= 917.62 -- - 1 1 --_ -_ IE (W) - 916.98 IE (W) = 917,30 . . . . 910 910 D=8.40 D=:5.12 8 10 11 12 13 14 15 16 17 18 Westwood I hereby certify that this plan was prepared se me or under AL Revieione Prepared fo>r: direct supervision and that I am a duly licensed PROFESSIONAL mod; C'j'y ENGNEER er`la°f`te°f°� CPDC-Pratt-Oakwood LLC PartnershipPhone (952) 937-5150 12701 Whitewater Drive, Suite #300- '� Fax (952) 937-5822 Minnetonka, MN 55343 Drams cry Toll Free (888) 937-5150 westwoodps.com John Bender 3500 Willow Lk Blvd. Suite 100 Westwood Professional services, Inc. Date: 03/17/20 License No. 43358 Record Drawing by/dates Vadnais Heights, MN 55110 Oneka Place 4th Addition Minnesota Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB. o+ DENOTES GUTTERLINE ELEVATION AT 11g INTERSECTIONS. ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED. PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. 50 LF - 4" PERF. DRAINTILE SHALL BE INSTALLED AT EACH WAY OF LOW POINTS. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM PROPOSED STREET LIGHT I � !I 0' 50' 100' 150' Latest Revision Date: 03/17/20 0008260.04STF01.dwg Date: 03/17/20 sheet: 7 of 12 Street and Storm Sewer Construction Plans c 2020 Westwood Professional Services, Inc. I \ I L------� III I I J � L_ I II I EX. STMH 301 A I I I J EX. CB 303 I IIP�/I I I 12 � g I I ADJUST MH -9 - _ _ CASTING (TYP.)'-_70_ I - ;T _ SURMOUNTABLE I / � I BEGIN STREET / CONSTRUCTION @ STA. 10+90 ai // / 1 II 1 1 I I III I I I I I I I'-�_JII II I / � C FAIROAKS AVENUE NORTH L--------- r-------------� I 6 I I `------------- r------------- \ \ \ \\ I I I EX. FES 100 I / \ \ \ \ 4; PERF. PVC139 DRAINTILE (TYP.) CBMH 101A `-----------J 10' BIT. TRAIL 4 F - - - - - - --- r --- \ \ \ \ .,\ EX. STMH 101 \ \\ \\ 8' BIT. TRAIL -'�---------� REMOVE TEMP 4" PVC WEEPER AND \3 1 INSIDE ROW / CONNECTION TO STMH 101. GROUT AND SEAL STMH 101 PER CITY STANDARDS. \ \ CBMH 102 10 I \ \ ADJUST MH FES 200 \CASTING (TYP.) 2.1 CY CL III RIPRAP TO \ \� CBMH 103 / / SURMOUNTABLE \ 1.1 CY GRANULAR FILTER I EX. STORM , 3 �� / C. & G. (TYP\ .) \ \ I I., I.,L r-EX. CBMH 105 1-- = 921.93 1 \ \ FES 2021 OCS 201 Ril 12 \ \30' 8 \ \ g_g ROW \ \ \ \ \ \ CB_ 103A- �\ \\ \\ \ 7 \ \\ B --I - - - __1 � �_�� "- BEGIN STREET AND TRAIL -CONSTRUCTION ® STA. 10+60 \ \ \ \ \ \ / REMOVE 2-TYPE III BARRICADES \ \ 6 \ \ \ \ / ' P( ADJUST GV II �1 \\ \\ \\ \\ / > / / OUTL CASTING (TYP.) 1 1 5 \ \ \ \ HW1 4 IAITI r) I-11- AAOI CY 162ND STREET NORTH .r,. ... .I. .(a. ... .LO. .N. �. �. co00 I_tV Ln �_00 CO N N-Lo N M In N u7 In u7_0 M In I`q_0 p In 0-0 I� 0 M-p p N.6 . � . Ln. Ln.� � 4. n.� � n. .COO . Ln.O . C06 . r_.6 . CO 00 . co'c6 co i< U-.< n.6 �.6 . "n to NN NN CIA NN NN Nro Nt+) NN NN NN NN NN NN NN NN N 90.00' VC ............................................................................... L.P. ELEV = 927.22 :L.P. STA = 9+50:33 PVI STA = 9+55:00 . . . . . . . . . . . . . . . . . . . . PVI ELEV _ 926.95 PVI STA­ 12+68.75 A.D. = 2.41 % . . . . . . . . . . ............. PVI- ELEV -= 931�.12 ............ K. =_ .... . PVC = 9+10.00 PVT _ 10+00:00 ELEV _ 927:44 EX.: CBMH 302 . ELEV _ 927.55 STA 9+25 - PROPOSED C/L GRADE (TYP.).RE : _ . 926.91 . IE (S) = 921.81 ........... IE (N) = 921.81 . 1:33q, .I I. D = 5.10 . II I I. _ ........................................ II ........ I-___. EX. CB 303 I)r II II II STA 10+02 r--- '. RE = 927,14 IE (N) = 923.14 I' ---_�---_ D-= 4.00 1.1 ................ .................. EX. 49' - 15" STO . . EX. 26'. -. 15" . STO � EX, .STMH. 301 A I I - J I STA 9+52 RE = 927.26 . . . . . . . . . . . . . . . . . . . . . . . _ _ - _ . . . IE (S) _ 922.31 ..................................................... _ -'-- _ IE {N) _ .921-.51 ---- . . . . . . . . . . . . . . . . . . . . . . . . . -.'--- . IE (SE) = 92L26- . . . . . . . . . . . . . . . . . . . . . . . . . . D. =. 6.00 . . . 13 12 11 9 ....................................................................................................................... I. 41': -. 21" RCP . ; ;. CL :3 ® 0.60% . . . . . . . . . . . . SBA102+3. . 25' - 15" RCP I I. . . . . . . . . . . . . . . . . . . . . . . RE- 928.31 CL 5. ® 0.50% . . . . . . . . . . . . I I. . . . . . . . . . . ...........................IE -(N)-= 924.31. --------- - - - - -- . .......... ..... .. . 4.00 : II X. 74' - 21" STOp . . . . CBMH 101A--__.___ PVI STA _ 10+21.93 CBMH 103 (SEE BELOW) O PVI ELEV = 930.79 (SEE BELOW) . . ___ -- I EX. FES 100 � EX STMH 101 IE 919.00 . STA 5+33 RE = 927.50 - . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . i . IE (NE) = 919..44 . . . . . . . . . . . . . . . . . . . . . . . . . . . . I IE (W). _. 919,44: . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED C/L GRADE (TYP.) I D. _: 8,06 PVI STA = 15+20.13 ...rl. .r,. I I I I ........................ ............................. � ............. 'PVI'ELEV = 92 1 . .� =1.00% II II r I I I . I . I I rl. .ii....................8, EX, ---15__STO _--TT---.---I . ------ .. - 15": RCP. CL 5 ®0.60% ........�..."..... 109 18 : RCP CL 5 ® 0.50% . . . . 1:66. - . . . . „ 1.8 RCP . . . . . . . . . --- +------ rI ------=---- ---- . . CL 5 @ 0.50% EX. CBMH 105 . . . CBMH 101A STA . . . . IE = 921.93 STA-15+10 rrRE,= 930:02....................... :. 'CBMH .1.0.3................. ........ ............. .... �. RE . 925 68. IE (SW) := r i IE (NW) = 922,44 STA 12+30 CBMH 102 . . .91.9.88. I r I IE (E) = 922.44 � � RE. = 928,31. STA 13+:43. IE E = 919.68 ( ). D = :7.58 . . . . . . . . . I E (S) = 924.19 RE = 927.17 _ D = 6.0.0 . . . . __ I I (W) = 921.44 IE (NE) 920.70 --------:--.� . IE (NE) = 921.24 IE (SW) = 920.70 . .............................................. D = . _ . 10 11 12 Westwood I hereby certify that this plan was prepared me or under AL Revisions direct supervision and that I am a duly licensed PROFESSIONAL mod; C'j'y ENGINEER under the laws of the State of Minnesota. Checked:- JIHB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Drawn: CTY Toll Free (888) 937-5150 westwoodps.com john Bender Westwood Professional services, Inc. Date: 03/17/20 License No. 43358 Record Drawing by/date: 13 Md 15 16 Prepared for: CPDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB. o+ DENOTES GUTTERLINE ELEVATION AT 11g INTERSECTIONS. ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED. PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. 50 LF - 4" PERF. DRAINTILE SHALL BE INSTALLED AT EACH WAY OF LOW POINTS. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM PROPOSED STREET LIGHT POND 2 OUTLET: FES 202 - FES 200 42' - 12" RCP CL5@-7.11%� 24'. - 12" RCP CL-5 @ 4.11% FES 200 . . . . . . . . . . . . . IE = 918.00 OCS 201 (SEE DETAIL) FES 202 RE HIGH = 923.00 IE 916.00..... .......... RE LOW = 922.00 . TOP OF WALL = 92-1.50 4" ORIFICE = 919.00 IE IE (W) 91.9.00 L ei Oneka Place 4th Addition Minnesota 1 2 0' 50' 100' 150' Latest Revision Date: 03/17/20 0008260.04STF01.dwg Date: 03/17/20 sheet: 8 of 12 Street and Storm Sewer Construction Plans c 2020 Westwood Professional Services, Inc. r 1 __j 1 \ FES 853 1 J 3.6 CY CL III RIPRAP \ , , 1.8 CY GRANULAR FILTER Qj i L 1 \ I J \\1 (o I / J � 10 f--_— ----_� r--------__=_J ------------ i _ I CBMH 806 T OO�hh II � i ► ````` ,` (,'0 I CBMH 807 I •J I I i I I I — \ STMH 856 FES 855 \ _ ' \ 3.6 CY CL III RIPRAP 1.8 CY GRANULAR FILTER POND 8 OUTLET: FES 859 - FES 855 . . . . . . . . . . . . . . . . . . . . OCS 858 (SEE DETAIL) .................................. . ....... RE HIGH = 920.50 ............................................ 15" STO RE LOW = 919.50 TOP OF WALL _ 918.50 . . . . . . . . . IE _ .923.75 . . . 6" ORIFICE = 916.00 . . . . . . . . . . . . . . . . . . . . IE (NW) = 916.00 . . . . . . . . . . . . . . . . . IE (SE) = 915.00 .................................. r8„ SA............ IE = 918.64 47' — 18" RCP I CL 5 @ 0.26% \ FES 859 F7 .......... ......_ :.. I _ 91 150' - — � 18"- -RCP........ . FES 855 3.00 153' 18" RCP STMH �8�56� � � : � � � STMH �8:57� CL 5 Ca? 0.32% . CL 5 0 0.26% STA 2+24 STA 1 +76 IE. =. 915,00 RE = 93.0.60 : RE = 9:30..88 27' — 12" RCP . . . . . . . . . . . . . IE (SE) = 91 �.4. .IE (NW) _ 915.52 CL 5 ® -7.53% . . . . . IE (NW) = 915.40 IE (SE) = 915.52 D=15.20 - D=15.36 4 3 2 1 0 1 II l— ___J / A n \�J —FES 854 I 00 :I I 0 I 09 # � I FES 805 \ -2.9 CY CL III RIPRAP / 1.4 CY GRANULAR FILTER \ /—OCS 858 \STMH 857 \ 1 CBMH 507 - FES 805 FES 859 25' — 15" RCP . . . . . . . . . . . CL. 5. @ 0.50% . . . . . . . . . . . ..................................................................... CBMH 806 . . . . . . . . . STA 0+25 . . . . . . . . . . . . . . . . . RE = 928.92 . . . . . . . . . . . . . . . . . . .IE. (NW) 9.22.91. . . . . . . . . . . . CBMH 807 IE. ($E). 916.82: STA 0+00 D = 12.10 ..........'..... RE-=-928.92.............. . . IE (SW) = 923,04 164 ' 15 RCP . . . . . . IE (SE) _ 923.04: CL. 5: ®. 0.50% D . =: 5.88. . . : . . . . . . . . . . . . . ................................................... .......... . . . . . . . . . . . . . . . . . . . . . . IE. =. 916.:00. . . 0 1 2 Westwood I hereby certify that this plan was prepared me or under AL Revisions direct supervision and that I am a duly licensed PROFESSIONAL mod; C'j'y ENGINEER under the laws of the State of Minnesota. Checked:- JIHB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 brawn: CTY Toll Free (888) 937-5150 westwoodps.com john Bender Westwood Professional services, Inc. Date: 03/17/20 License No. 43358 Record Drawing by/dam CJ �P o c� C�� �J (J Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB. o+ DENOTES GUTTERLINE ELEVATION AT 11g INTERSECTIONS. ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED. PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. 50 LF — 4" PERF. DRAINTILE SHALL BE INSTALLED AT EACH WAY OF LOW POINTS. POND 8 EOF: FES 854 - FES 853 3 K Prepared for: CPDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 1 N Oneka Place 4th Addition Minnesota CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM PROPOSED STREET LIGHT 0' 50' 100' 150' Latest Revision Date: 03/17/20 0008260.04STF01.dwg Date: 03/17/20 sheet: 9 of 12 Street and Storm Sewer Construction Plans © 2020 Westwood Professional Services. Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL STANDARD NEENAH 7" R-1642 FRAME WITH TYPE B SELF INSTALL EXTERNAL MANHOLE SEALING LID WITH TWO CONCEALED PICK HOLES. LID CHIMNEY SEAL MANUFACTURED BY INFI-SHIELD GATOR WRAP OR SHALL BE LABELED "SANITARY APPROVED EQUAL SEWER" POLYETHYLENE (PE) MANHOLE ADJUSTING RINGS. ADJUSTING RINGS MIN 4"- MAX 12" USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING RINGS WILL NOT BE ALLOWED. 27"DIA ALL MANHOLES WITH INSIDE DROP SECTION SHALL BE 5' CIA (I.D.) MANHOLE SECTION TO BE ASTM C-478 CLASS 11 :t 48" OIA w USE R-2 TYPE CONFINED O-RING GASTING JOINT FOR ¢ ALL MANHOLE JOINTS < > CORE DRILL INTO EXISTING MANHOLE B" "CRE-SEAL", "RESEAL", OR '• o INFI-SHIELD GATOR WRAP APPROVED EQUAL PRECAST :� STEPS AT OR APPROVED EQUIVALENT GASKET CONNECTION SHALL SE ::t 18" O.C. FOR ALL MANHOLE JOINTS USED FOR CONNECTING PIPE TO MANHOLE PRECAST BOTTOM SECTION 8"MIN. WITH INVERT #5 AT 12" O.C. EACH WAY VARIABLE NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF BY MA INDUSTRIAL INC. CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN THE SPECIFICATION (INCIDENTAL). 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. 5. BLOCK STRUCTURES WILL NOT BE ALLOWED. 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL® QSR, OR APPROVED EQUAL. 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF THE STREET SECTION. 8. SERVICES SHALL NOT ENTER THE MANHOLES UNLESS APPROVED BY THE CITY ENGINEER. SANITARY SEWER PIPE DEPTH (FT) TYPE 0-14 SDR 35 >14 SDR26 4" PERFORATED P.E. PIPE (SEE DETAIL BELOW) PROVIDE 4'. 4" TEE AT EACH BUILDING BACK OF CURB LOCATION FOR SUMP PUMP CONNECTION 84" PVC TO PROPERTY 4 x 4" TEE (TO BE PAID FOR AS LINE (4" PVC PIPE TO BE PAID BY THE 4" PERFORATED P.E. PIPE LINEAL FOOT) I PLUG OR CONNECT TO EXISTING SUMP PUMP OUTLET (INCIDENTAL TO PVC PIPE) I BURY 9' LONG x #4 REBAR VARIES I FOR LOCATING PURPOSED LII (INCIDENTAL) II--- PROPERTY LINE CB MANHOLE OR CB I PROVIDE FOR 6OPENING IN BACK OF EACH CATCH BASIN STRUCTURE AT THE :ENTER OF STRUCTURE DOWN 2.38' FROM TOP CASTING TO INVERT. (INCIDENTAL TO STRUCTURE) P.E. PIPE DRAIN CONNECTION TO MANHOLE OR CB NO SCALE TURF ESTABLISHMENT AGGREGATEBASE (AS ac�ir:'ciil GEOTEXTILE FABRIC (MNDOT 3733, TYPE V) GRANULAR BORROW a 1' 0" (AS SPECIFIED) 6' PERFORATED, HEAVY WALL, P.E. PIPE BACKFILL WITH Y" WASHED PEA GRAVEL OR SELECT GRANULAR MATERIAL & RAP GEOTEXTILE FA WITH GEOTEXTILE MNDOT 3733 TYPE I n/DOT3BRIG (Mn/DOT 'I 1' 0" 373 733, TYPE V) (ALL TO BE INCLUDED IN UNIT PRICE BID PER PER LINEAL FOOT OF 6" PERFORATED P.E. PIPE) 6" P.E. PIPE DRAIN DETAIL NO SCALE Special Details �, CITY OF 04-01-15 T TV. DETAIL UNSTORM F� , I E STORM SEWER HU-SD-9 EST. 1908 03-12-20 BITUMINOUS SURFACE GRASSY AREA VWIDEx4"THICK - UNDERGROUND UTILITY PIPE NOTE: 1. UNDERGROUND UTILITY PIPE CROSSING 8'xVx4" THICK CENTERED OVER PIPE. 2. SEPARATE LAYERS TO MAKEUP 4' THICKNESS SHALL HAVE STAGGERED JOINTS TO ENSURE CONTINUITY. CITY INSULATION DETAIL I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. JD UTILITY PIPE STVROFOAM HIGHLAND 40 BRAND PLASTIC FOAM OR APPROVED Special Details W�. 0a o1-1s HU-W-5 �03-17-2020 I hereby certify that this plan was prepared by me or under my Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender Date: 03/17/20 License Nm 43358 STANDARD NEENAH 7" R-1642 FRAME WITH TYPE B SELF SEALING 27"'Ilk �-/ LID WITH 2 PICK HOLES.OLND SHALL BE INSTALL EXTERNAL LABELED 'STORM SEWER" MANHOLE CHIMNEY POLYETHYLENE (PE) SEAL MANUFACTURED BY INFISHEILD ADJUSTING RINGS (MIN 4"- 16" GATOR WRAP OR MAX 12"). USE THICKER APPROVED EQUAL ADJUSTING RINGS WHEN FEASIBLE TO MINIMIZE NUMBER OF RINGS. W D' SHIMMING ADJUSTING RINGS WILL NOT BE ALLOWED. STANDARD OFFSET ECCENTRIC CONE SECTION REDUCERS TO BE :. (STEPS NOT SHOWN USED FOR 60" INTENTIONALLY) & 72" BARRELS N Y K ."d GROUTING BETWEEN f rt PIPE AND MANHOLE A BARREL SHALL BE WITH ;y .y "i 4'.0" $ NON -SHRINKING Fd y CEMENT. :d ' 48%72" `.A `d "A 48"-72" VOIDS FILLED WITH :d " USE R-2 TYPE t CONCRETE BRICK OR BLO K ONLY. 'ON FINED O-RING 1 C 0 GASKET JOINTS GROUT ,~ GROUT FOR ALL MANHOLE JOINTS 14I .d rc 14 'd > DIRECTION OF FLOW y �':d'R' ' „.V:..,•. 1/2 DIA. OF PIPE DIRECOW d. PRECAST � .0,.';. .. _ BOTTOM .•j. .� �d OF FLOW SECTION WITH 6" RECAST BASE POURED INVERT -" NO SCALE- I 15 AT 12" O.C. EACH WAY NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL ® OSR, OR APPROVED EQUAL. 7. STEPS ARE NOT REQUIRED ON STRUCTURES LESS THAN 4 FEET. 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF THE STREET SECTION. AIr Species Datails iW STANDARD MANHOLE FORV��/■ STORM DRAIN HU-SD-1 isi, :��,; 03-12-20 OUTLET NOZZLES & THREADS: TWO 2-12" HOSE "HYDRAFINDER" (CANDYCANE) FIRE CONNECTION AND ONE 4-1/2" PUMPER CONNECTION. HYDRANT LOCATOR (NATIONAL STANDARD THREADS) WATEROUS VY8-250 AS SPECIFIED 5'BURY 8.0' CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) VALVE BOX AS SPECIFIED 118"-24" 1"MIN. 2" MAX. T-6' GEOTEXTILE FABRIC MnDOT 3733 TYPE 3 1" WASHED COARSE MIN BONNET GRAVEL OR CRUSHED STREET ADAPTOR ROCK TO 6" ABOVE WASTE OPENING MIN. 1/3 CY VARIES r BRACING AS _ • A+L;i` •, • REQUIRED • w~"t .4 '• \\ PRECAST CONCRETE 6" D.I.P. BLOCK " WATERMAIN .. PRECAST CONCRETE BASE AS SPECIFIED 2 DIAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH GRAVEL FOR ALL _ N1. INSTALLATIONS. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 3. HYDRANTS SHALL HAVE A 16" BREAK OFF TRAFFIC FLANGE 4. ALL RODS AND RETAINERS TO BE COATED WITH SITUMASTIC. 5. RED OR YELLOW "OUT OF ORDER' TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 6 THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL. Special Details / ^-T_ OF -HCI-T TYPICAL HYDRANT 04 o1-1s INSTALLATION EST. 1908 HU-W-1 03-12-20 a NOTE: 1. CASTING TO BE USED ON SURMOUNTABLE CURB ONLY. STORM STRUCTURES WITHIN DRIVEWAYS WILL NOT BE ALLOWED. ��fff(q,h DRIVE OVER CASTING NEENAH 3501-TB (BI-DIRECTIONAL) OR EQUIVALENT Special Details o.= o4-o1-1s HU-STR-7 �03-12-20 I� 31 -------------{ NOTES: 1. EXTERNAL SEAL SHALL BE ATTACHED TO THE FRAME AND CONCRETE TOP SLAB AS APPROVED BY THE ENGINEER. CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB 12„ FLOW LINE SHALL BE MIN. BOX NEENAH NO. R-3067V. 0.7' BELOW TOP OF CURB INSTALL INFI-SHIELD S" POLYEHTYLENE(PE) ADJUSTING GATOR WRAP EXTERNAL 5 RINGS (MIN 4"- MAX 12"). USE MANHOLE CHIMNEY SEAL OR APPROVED EQUAL. •y, I THICKERA OMINIMIZENUSWHEN EXTERNAL SEAL SHALL BE �y FEASIBLE TO MINIMIZE NUMBER ;x 24" OF RINGS. SHIMMING INSTALLED ACCORDING TO ,y'i C�,',yL, w SHIMMING OF ADJUSTING RINGS MANUFACTURE'S sy a: WILL NOT BE ALLOWED. RECOMMENDATIONS. 5" VOIDS FILLED WITH CONCRETE PRECAST BOTTOM SECTION WITH 'x: BRICK OR BLOCK ONLY POURED INVERT 6" PRECAST BASE #5 AT 12" O.C. EACH WAY J SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. CORE DRILL INTO EXISTING MANHOLE 4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH CLEAN OUT). SEE DETAIL HU-SD-B FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SSS FOR CLEAN OUT CONSTRUCTION. 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL ® QSR, OR APPROVED EQUAL. NO SCALE 7. BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER r�, CITY OF Special Details 1 n Tw STANDARD CATCH BASIN WITHOUT SUMP (2'X3') HU-SD-4 EST. 1806 �,ba o3-lz-zo PLAN a 0.. SLOW TOP OF CURB CENTER STRUCTURE TO BACK OF CURB POLYEHTYLENE (PE) ADJUSTING RINGS (MIN 4-- MAX 12'). USE CURB INLET FRAME AND CURB THICKER ADJUSTING RINGS WHEN BOX NEENAH NO. R-3067V FEASIBLE TO MINIMIZE NUMBER OF RINGS. INSTALL INFI-SHIELD SHIMMING OF ADJUSTING RINGS GATOR WRAP EXTERNAL WILL NOT BE ALLOWED. MANHOLE CHIMNEY SEAL OR APPROVED EQUAL. ;zxzx}xzxx;xx;x. ' MANHOLECOVER TO BE EXTERNAL SEAL SHALL BE 24" T CRETEX TYPE II WITH 24" x INSTALLED ACCORDING TO THE MANUFACTURE'S' 38" SQUARE OPENING RECOMMENDATIONS. 48"-72 w GROUT > .:ii':i+.. ... .. PRECAST BOTTOM SECTION WITH ...z�.............. POURED INVERT #5 AT 12" O.C. EACH WAY L 6 PRECAST BASE VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. CORE DRILL INTO EXISTING MANHOLE 4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH CLEAN OUT). SEE DETAIL HUSD-8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 FOR CLEAN OUT CONSTRUCTION. 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL ® QSR, OR APPROVED EQUAL, NO SCALE 7. BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER Special Details CITY OF CATCH BASIN MANHOLE are. liu� 04-01-15 WITHOUT SUMP (2'X3') HU-SD-6 1:sr. i�us I 03-12-zo GATE VALVE ADAPTOR: 1/ .. STEEL WITH PROTECTIVE COATING STEEL POST 3/4' RUBBER GASKET PAINTED BLUE INSTALLED BETWEEN GATE VARIES- DRAINAGE EASEMENT VARIES- DRAINAGE EASEMENT VALVE AND ADAPTOR TOP VIEW w z VALVE BOX SETTING TO BE 1/4"-3/8" BELOW PAVEMENTANO ■. SIDE VIEW - ■ STREET w AT GRADE IN TURF AREAS 0 A8 REQUIRED AS REQUIRED O LID SHALL BE LABELED IN RAISED i LETTERS "WATER" VALVE BOX SHALL BE SET TO HAVE 6" ADJUSTMENT UP AND DOWN FROM FINISH GRADE VALVE BOX 2'SLACKINTRUDER TYLER 6860 SERIES WIRE AT GROUND LEVEL T-6' MIN COVER CURB BOX WITH 1'-1/4" STANDPIPE AGGREGATE AND MnDOT 3733 TYPE AND STATIONARY ROD 3 GEOTEXTILE FABRIC LINING DRAIN (B-6" AT FULL EXTENSION) 1" CORP STOP PIT AND ATTACHED TO TOP OF T-6" COVER TRACER WIRE FORD FB600 VALVE BOX FOOT PIECE MIN. 1" TYPE K COPPER 1' TYPE K COPPER OR POLYETHYLENE SDR 7 OR POLYETHYLENE SDR7 ' BASE ADAPTOR WATERMAIN HORIZONTAL GOOSENECK ADAPTOR, INC CURB STOP FORD B22 SERIES LOOP SHALL BE NO HIGHER THAN WATERMAIN _ B. x1 Yx5" MANHOLE BLOCK D.I.P. WATERMAIN 8'x13'x5'MANHOLE BLOCK � .....-. .,,.. NOTES: 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH REQUIRED, CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC.. 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES A-1 OR CITY APPROVED EQUIVALENT. 3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE 822-444M OR CITY APPROVED EQUIVALENT. 4. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10, BEYOND THE RIGHT OF WAY. 5. WHEN THERMOPLASTIC SERVICE IS INSTALLED, CURB BOX LID AND CORPORATION STOP SHALL HAVE OPTIONAL TRACER WIRE CONNECTION. 6. SADDLES REQUIRED ON 6" DIP OR SMALLER MAINS. MUELLER H-1052B OR APPROVED EQUAL. / CI ---_ • � - FIF Y TYPICAL WATER SERVICES Special Details 04_o FOR WA ERNIAIN HU-W-2 yam .ana be 03-12-20 6' DISTANCE TO CL VARIABLE 1/2' R 3" R e 3 1/2' R SLOPE 314"IFT. Mn/DOT B 618 .h 6" DISTANCE TO CL VARIABLE 1/2" R 1•I1 3" R V3 12" R SLOPE 314"IFT. -� Mn/DOT B 624 •24'�J- 28" R 12'R �1668" R TOP OF BITUMINOUS AT 1/2' SURMOUNTABLE • .a �y. BASE 171/2' 101/2' 28'�II 5" DISTANCE TO CL VARIABLE 1/2"R 1I1 3'R V3 SLOPE 314'[FT. 1/2"R If Mn/DOT B 612 NOTES: 1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER ALL CURB AND GUTTER 2. SEE DETAIL HUSTRS FOR BURG AT CATCH BASINS /r CITY OF Special Details CONCRETE 04_o1-1s jH1�V1■vim`/■ CURB &GUTTER HU-STR-8 EBT. 19o8 roes 03-12-20 Designeck cry JHB Drawn: cry Record Drawing by/date: TIE RODS ,wig GATE VALVE�`�''?�'''`' B"x13"x5" MANHOLE BLOCK - 1" WASHED COARSE GRAVEL OR CRUSHED ROCK TO 6" ABOVE NOTES: WASTE UPENINU MIN. 4 CY 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER, 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALLALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN LIEU OF TIE RODS. 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL, METAL SEATED GAVE VALVES ARE NOT NO SCALE ALLOWED. Special Details VALVE BOX Oa-01-15INSTALLATION M90 HU-W3 03-12-20 ITABLE OR B518 C&G o � y a ¢¢ m� ins 3¢ �w w ya ro ti W d p N 6 O THE ENGINEERlu ¢ O m o h y z /z �¢�r¢zr ¢i a O o¢¢�womuJgJ N jJmyLLai jF Sw wOio`z�rc zgr w Q=O�OZSyaO I] x K K w a Z� x% U'UZ 0. 1TTw wm wx Mg,z R u S U$$ j ZU' W o I w��wOOC¢� ti 'z c n 46 110--101 RIPRAP D3 ov1-mRJGO DETAIL Hc�1al..eHtaU;ls-SD-8 03-12-20CITYOF EACH AR alYlllllla IS 1/2 OF OV R FACE TABULATED�� ��� �� TOTAL AREA �5F PLUG OR CAP PLUGGED CROSS ME OF BOLTS BEND PLUGGED TL .' . PLUGGED Rk- RIPRAP D3 ov1-mRJGO DETAIL Hc�1al..eHtaU;ls-SD-8 03-12-20CITYOF EACH AR alYlllllla IS 1/2 OF OV R FACE TABULATED�� ��� �� TOTAL AREA �5F PLUG OR CAP PLUGGED CROSS ME OF BOLTS BEND PLUGGED TL .' . PLUGGED Rk- NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE UNLESS INDICATED OTHERWISE. 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LISS. PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). CITY OF Special Details /1 POURED CONCRETE THRUST ID4 o1-1s ■��lJ■ BLOCKING FOR WATERMAIN HU-W-4 EST. 1900 03-12-20 60'4RAN0 5F46' TO BIG B/C 20% _. / / 10-TEMPORARY EASEM 34' R 1 47' R \ 34' R/ 44' R\ CUL-DE-SAC THAT WOULI _ B/C _ Nl Z_ B/C ) WHEN STREET IS EXTEN _ _ - - CUL-DE-SAC IS R P.C. OF A=46°02'06" P.C. OF 4=49°02'06" CURB CURB 32' F-F 28' F-F MIN. MIN. 34' B-B 30' B-B 13' MIIN. L 10' MIIN. 10, 60' RAN 50, RAN RESIDENTIAL ADT 300-1000 RESIDENTIAL ADT UNDER 300 /r CITY OF Special Details TYPICAL CUL-DE-SAC FOR 04 o1-1s ■�J��l■ 50' & 60' RIGHT-OF-WAYS HU-STR-11 vam sans 03-12-20 p r � CITY OF a /'� TEMPORARY CUL-DE-SAC FOR Special Details 4HUvw04 o1-1s 60` RIGHT-OF-WAYS HU-STR-16 m .ana �03-12-20 Prepared for. CPDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Oneka Place 4th Addition Hugo, Minnesota Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Latest Revision Date: 03/17/20 0008260.04DTF01.dwg Date: 03/17/20 sheet: 11 of 12 Details © 2018 Westwood Professional Services, Inc. � t Jill • • I • 1 • • 1 • • 1 • • • . .i IIIYI�II �i_. �.�,'. �Y-�.�� �7.�Y:. �_ �_ �Y-�7_-�Y �_. �Y:. � .�- • • I 6" MIN. DEPTH NOTES: 1. CRUSHED CONCRETE IS NOT ALLOWED 2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24' X 50' 3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 4. MAINTENANCE IS INCIDENTAL CITY OF Special Details T� ROCK CONSTRUCTION 04-01-15 1vENTRANCE HU-EC-1 EST. 1906 01-20-17 SPECIFICATIONS: WEB LdN D SUBMIT PLAN TO CITY OF HUGO PRIOR TO INSTALLATION OF SIGNS, MATERIAL AND WORDS MAY CHANGE BUFFLR MONUMENT: NCONSISTS OF A POST AND A WETLAND BUFFER SIGN my"MALLOID WETLAND BUFFER SIGNS: MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH 3(8" DRIVE RIVETS AND NYLON WASHERS SIZE: 12" H x 8" W ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 POST MATERIALS: 2" X 2" X 8' TELSPAR POST POST INSTALLATION: MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 INCHES IN THE GROUND INSTALLED PER APPROVED PLAN. O a X Special Details WETLAND BUFFER 04-01-15 MARKER ° HU-SIG-2 �:01-20-17 INSTALLATION WIRE FENCING POST 1) SET POSTS AND 2) STAPLE THE EXCAVATE A 6"X6" WIRE MESH TRENCH UPSLOPE FENCING TO ALONG THE LINE EACH POST TRENCH OF THE POSTS 6"X6" IIIII-11111 11111=11111= IIIII-11111=11111=11111= IIIII=11111 01111=IIIII=11111 11�II-11111 11111==11111= =11111 =11111 =11111 IIIII 3) ATTACH THE FILTER 4) BACKFILL THE FILTER FABRIC TRENCH AND FABRIC TO THE WIRE FENCING AND COMPACT THE THE TRENCH COMPACTED EXCAVATED SOIL BACKFILL IIIII 11111=11111=11111= 1111�11111=11111=11111= IIIII IIIII IIIII IIIII IIIIIIIIII =11111 IIIII IIIII=11111 gl -_ _ =IIIII IIIII IIIII IIIII =11111 1111 BOTTOM OF DRAINAGE WAY 50 � B O A A LL ELEVATION: POINTS "A" SHOULD BE NO SCALE HIGHER THAN POINTS "B" MAINTENANCE 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY THE SILT FENCE OR FILTER BARRIER IS NO LONGER AFTER EACH RAINFALL AND AT LEAST DAILY DURING REQUIRED SHALL BE DRESSED TO CONFORM WITH PROLONGED RAINFALL. ANY REQUIRED REPAIRS THE EXISTING GRADE, PREPARED AND SEEDED. SHALL BE MADE IMMEDIATELY. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS INEFFECTIVE PRIOR TO THE END OF THE EXPECTED REQUIRED AROUND WATER BODIES, STEEP SLOPES, USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, AND HIGHLY ERODIBLE SOILS. THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 112 THE HEIGHT OF THE BARRIER. �. CITY OF Special Details T� T� PLACEMENT AND CONSTRUCTION °° oa-ol-ls �U OF A SILT FENCE HU-EC-2 Revi°ea: EST. Ssos 01-W 17 WATER ENTRY UNIT WITH TRASH SCREEN GENERAL NOTES: 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE. 2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT A CHANGE. 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION ORIFICE OPENING INSIDE THE INSTALLED. 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE ORIZONTAL TUBE WITH A DISCHARGE END OF THE PIPE. CONSTANT HYDRAULIC HEAD 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER. 7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET. AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. SCHEDULE 40 PVC PIPE (BARREL OR ARM) EXIBLE HOSE N ARTHEN EMBAKMENT �--EMERGENCY SPILLWAY PVC VENT / plod TOP VIEW - / SCHEDULE 40 PVC PIPE rLOAT (BARREL OR ARM) VENT PIPE \ I I FLEXIBLE HOSE POTENTIAL FOR PIPING CAN OCCUR. PROPER DESIGN TO MINIMIZE DISCHARGE AROUND PIPE MUST OCCUR. �} L = 1.4 x DEPTH IATER ENTRY UNIT �Y M01 TMEEl APLLOES W END VIEW SIDE VIEW MAINTAIN DEPRESSION TO T DISCHARGE PIPES MINIMIZE CHANCE OFF SCHEDULE 40 (NO SCALE) SKIMMER BECOMING STUCK DRAWN BY T. R. EVANS 10/10 J. W. FAIRCLOTH do SON INC. WWW.FAISKIMMEl FAIRCLOTH SKIMMER® DISCHARGE SYSTEM WITH EMBANKMENT 'ELEPHIRCLOT19)732-124 TELEPHONE: (RISK 732-1244 FAX: (919) 732-1266 EMAIL WARRENOFAIRCLOTHSKIMMER.COM � Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB BOX 10" FILTER ASSEMBLY CG-23 HIGH -FLOW HIGH -FLOW FABRIC NOTES: 1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. MAINTENANCE: 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. CITY OF Special Details � T� WIMCO CURB & GUTTER °°'° oa-ol-ls IL INLET PROTECTION (CG23) HU-EC-4 Revised EST. 1906 D1-2D-17 CATEGORY STAPLE 4 OF LENGTH SPACING FOR STAPLES BLANKET SLOPE RATIO STAPLES/YARD 00 5" 2:1 (H: V)> 1.2 STAPLES . 12" 0 5" 2:1 - 1:1 1.7 STAPLESBERM 3 6" 4 6" TAMP DIRT 5 5" //COVER MAT/ 6 5" �� n °`'.. `. BLANKET 7 5" MIN. 4"- OVERLAP GENERAL �Y STAPLE PATTERN F1��ER CLOTH SOURCE OovWP1ER TYPICAL SLOPE i ��\� SOIL STABILIZATION ' i�� NON -WOVEN GEOTEXTILE ISOMETRIC VIEW FILTER FABRIC UNDER NOTE: TYPICAL TREATMENT WET SLOPE LINING 1. MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE. 2. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS. 3. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. 4. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. 5. DO NOT STRETCH. TEMPORARY EROSION BLANKETS LAST REVISED: 03 03 08 TURF REINFORCEMENT MATS FOR SLOPES GD21 I hereby certify that this plan was prepared by me or under my Revisiom direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 06/18/18 Added Erosion Control //18 Added Phase 2 Grading 07 07/0505/18 City Comments 07/27/18 City Comments John Bender 09/06/18 Updated per Final Plat Date: 05/08/19 License Nm 43358 02/11/19 Phase 1 Record Plans SEDIMENT CONTROL LOG AND INLET PROTECTION BAG STORM SEWER OVERFLOW GRATE WITH GAP INLET PROTECTION BAG \ CURB AND GUTTER INLET LIFTING D' STRAPS � CURB FILTER LOW PROFILE WITH GUTTER FOR SAFETY AND CURB APPEAL INLET PROTECTION BAG DETAIL BAG TO BE HELD IN PLACE BY EXISTING GRATC (�e EST. 1906 FRONT, BACK AND 30TTOM TO BE MADE ROM SINGLE PIECE OF FABRIC Special Details INLET PROTECTION o1-zo-n HU-EC-5 SURMOUNTABLEOR B618C&G 60' RNV 46' TO B/C 2.00.% 0tv o0 11 R 47 R \ L B/C - P.C. OF A = 46' 02' 06" CURB 32' F-F MIN. 34' B-B 13' MIN. 13' 60' R/W 56 R/N/V \4O .OW2 34' R/ 4. 4R\ B/C P.C. OF =49° 0 CURB 2S F-F MIN. 30' B-B 10' MIN. 10, 5G' RNV RESIDENTIAL ADT 30G-10DO RESIDENTIAL ADT UNDER 300 CITY OF Special Details T� TYPICAL CUR -DE -SAC FOR oa-ol-ol `U 50' &60' RIGHT-OF-WAYS HU-STR-7 Revised All EST. 1906 D1-2D-17 - LOT CORNER ELEVATION 00 Lo 99 LOT NUMBER fDRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD In LO 517.0 ( IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION 10 FRONT GARAGE SLAB ELEVATION CV cli CIA u') u') DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM =WALKOUT FINISH GROUND ELEVATION AT REAR OF PAD LO =LOOKOUT TO FRONT GARAGE SLAB ELEVATION. R = RAMLER SE = GRADED WITH THE FRONT SLO = SIDE LOOKOUT SEWO = GRADED FOR 3.2' DIFFERENCE SE = SPLIT ENTRY FROM FINISH GROUND ELEVATION AT REAR SEWO = SPLIT ENTRY WALK OUT OF PAD TO FRONT GARAGE SLAB ELEVATION AT FRONT OF HOUSE. NOTE: THE (1) INDICATES THAT THE GARAGE IS TYPICAL LOT 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 2.5' LONG WOOD POSTS, 8 REl NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. EST. 1906 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-20D COMMON NAILS MONOFILAMENT GEOTIDMLE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX PROPOSED, PLAN = DIRECTION OF SURFACE FLOW N 8-12" MINIMUM DEPTH 1 1/2" WASHED GRAVEL FILTER 8-10" FABRIC FLAP EXTENDING BEYOND BOTTOM 2"0' - BURY UNDER ROCK TO PREVENT UNDERWASHING 1 1/2" WASHED ROCK 3' DEEP X V WIDE INLET PROTECTION Special Details SILT BOX FOR 01-20-17 BEEHIVE CASTING R_.­HU-EC-6 8' PROPERTY LINE 1' L 3" TYPE 9.5 WEAR COURSE MIX (SPWEA240B) 6" CLASS 5 AGGREGATE 100% CRUSHED LIMESTONE QUARRY OR RECYCLED EQUAL (MnDOT 3138) GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED UNDER CLASS 5 AGGREGATE GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED EQUAL NOTE: THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95% COMPLETION OF ALL HOME CONSTRUCTION. BIKE BATH TYPICAL SECTION Ir PROPERTY LINE L '4" CONCRETE (3A32A) 4" FINE FILTERED AGGREGATE (MnDOT 3149) OR CLASS 5 AGGREGATE 100% CRUSHED LIMESTONE QUARRY OR RECYCLED EQUAL (MnDOT 3138) 'NOTE: 6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY AREAS. SIDEWALK TYPICAL SECTION CITY OF Special Details T� BIKE PATH AND oa-ol-ls `U SIDEWALK TYPICAL SECTIONS R�,i".HU-STR-9 EST. 1906 ONEKA PARKWAY NORTH 01-20-17 ROAD SURFACE w c3 Z � \_SUBGRADE ELEV. U GEOTEXTILE FILTER AGGREGATE (MnDOT 3149.2H) 4" PERF. PVC PIPE SDR 35 GEOTEXTILE FABRIC -TYPE II (MnDOT 3733) PERFORATED UNDER DRAIN DETAIL INSTALL AT LOW POINT AS DIRECTED BY THE ENGINEER NOTE: DRAIN INSTALLED 50' IN EACH DIRECTION PERFORATED FROM CATCH BASIN DRAIN TILE RACTOR: ARNT CONSTRUCTION COMPANY RECORD DRA WING CONFORMING TO CONSTRUCTION RECORDS. BY Jerrold McCarty 02/11 /19 WESTWOOD PROFESSIONAL SERVICES Designlcry Prepared for: C"PDC-Pratt-Oakwood LLC PartnershipDrawn: CTY Record Drawing by/date: JPM 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 AGGREGATE BASE IN PLACE CATCHBASIN OF X EST. 1906 AGGREGATE BACKFILL INLET PROTECTION Special Details ROCK FILTER FOR CATCH 01-20-17 BASIN DURING ROAD HU-EC-7 CONSTRUCTION 1-1/2" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) SPWEA240B (PG 58-28), MNDOT 2360 2357 BITUMINOUS TACK COAT 2-1/2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,B) SPNWB230B (PG 58-28), MINDOT 2360 8" AGGREGATE BASE (CLASS 5 OR CLASS 7), MNDOT 3138 24" SELECT GRANULAR FILL, MNDOT 3149 12" SUBGRADE EXCAVATION GEOTEXTILE FABRIC INSTALLED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER Call 48 Hours before digging: 811 or call811.ii Common Ground Alliance Oneka Place Minnesota Latest Revision Date:05/08/19 0008260DTF03.dwg Date: 06/01/18 Sheet: 10 OF 10 Details Agenda Number J.l CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: Anthony Harmening — "Shores of Egg Lake" Planned Unit Development (PUD) and Preliminary Plat Site Plan for the Cattle House Restaurant DATE: April 30, 2020, for the City Council Meeting of May 4, 2020 COMPREHENSIVE PLAN: Mixed -Use (MIX) ZONING: Central Business (C-1) REVIEW DEADLINE (120-days): June 30, 2020 1. PLANNING COMMISSION UPDATE: At its April 23, 2020, the Planning Commission held a public hearing and considered the requests. There was no one that spoke during the public hearing except the applicant. Staff did receive a phone call from an adjacent property owner that they did not want the restaurant use in the proposed location. Staff recommended approval of the applications subject to the conditions listed in the resolutions. The Planning Commission discussed the overall PUD, preliminary plat, and site plan and generally agreed it meet the intent of the downtown design guidelines. The Planning Commission unanimously recommended approval of the applications to the City Council, subject to the conditions listed in the resolutions. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of a planned unit development (PUD), preliminary plat, and site plan to construct an approximately 5,700 square foot restaurant building for Cattle House Restaurant. The PUD general plan will be for all 4.2 acres of the property and is proposed to be rezoned from Central Business (C-1) to Planned Unit Development (PUD). The property is located on the east side of Highway 61 in downtown along Egg Lake. The property includes wetlands and floodplain along Egg Lake for a total buildable acreage of 4 acres. The property is currently owned by the City of Hugo and the applicant has a purchase agreement to purchase a Page 2 portion of the property totaling approximately 2 acres and is Phase 1 of the proposed development. The PUD general plan includes the restaurant for Phase 1 and for Phase 2 a 4,000 square foot event center and three retail/office buildings totaling 10,100 square feet. Phase 1 will only be approved. Phase 2 will need to go through another land use application review process at the time of development. The preliminary plat will include one commercial lot and one outlot to be known as "Shores of Egg Lake". The site plan approval is for 2 acres on the north side of the property and includes the Cattle House restaurant, outdoor gathering spaces/amenities along the lake, and a parking lot. The site plan shows an expansion for an event center, but that is not being approved at this time. The applicant will need to apply for site plan approval for the expansion. The applicant is requesting PUD flexibility on the following: Flexibility to allow a minimum shoreland setback of 49 feet, where 125 feet is required by ordinance. Flexibility to allow reduced parking space requirements for shared parking throughout the PUD. The flexibility will allow 174 parking spaces, where 192 are required by ordinance. Flexibility to allow parking side yard setback to be 4.3 feet, where 5 feet is required by ordinance. In exchange for this flexibility, the developer is: • Exceeding the landscape ordinance requirements. • Preservation of existing large trees on the property. • Public trails along Egg Lake with trails easements to extend the trail to the north and south. 3. LEVEL OF DISCRETION IN DECISION -MAKING The City has discretion in approving or denying rezoning applications, based on whether or not the proposal meets the standards outlined in the Zoning Ordinance. If the City finds that all the applicable standards are met, the rezoning application must be approved. However, if the City finds that any of the applicable standards are not met, the application may be denied. The City has relatively high level of discretion in approving a PUD. A PUD must be consistent with the City's comprehensive plan. The City may impose reasonable requirements in a PUD not otherwise required if the City deems it necessary to promote the general health, safety, and welfare of the community. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision regulations in the City Code. If it meets these standards, the City must approve the preliminary plat. 2 Page 3 The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. 4. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north is zoned Central Business (C-1) and Central Residential (CR-3) and is and are occupied with single family homes. The property to the east is occupied by Egg Lake. The property to the south is zoned Central Business (C-1) and is occupied by the Dominos Pizza Building. The property to the west across Highway 61 is zoned Central Business (C-1) and is occupied by the Hugo Feed Mill, single family home, and City Hall. All of the properties surrounding the property are classified as Mixed -Use (MIX) on the 2040 Comprehensive Plan and are in the downtown plan. B. Natural Characteristics of Site The site is vacant and generally flat. There are existing mature trees on the property. The site is adjacent to Egg Lake and there are wetlands between the property and Egg Lake. 5. ANALYSIS: A. Planned Unit Development (PUD) The use of the PUD zoning allows the developer zoning ordinance flexibility to create a master planned development. The PUD zoning is tied to a specific PUD general plan that is proposed with this application. The applicant is requesting approval of a PUD for the development. PUD's offer enhanced flexibility to develop a site through the relaxation of zoning district standards. The use of the PUD zoning also allows for a greater variety of uses, internal transfers of density, construction phasing and a potential for lower development costs. In exchange for this enhanced flexibility, the city has the expectation that the development plan will result in a significantly higher quality and more sensitive proposal than would have been the case with the use of other, more standard zoning districts. In exchange for the proposed PUD, the applicant is proposing: • Exceeding the landscape ordinance requirements. • Preservation of existing large trees on the property. • Public trails along Egg Lake with trails easements to extend the trail to the north and south. Staff believes that the layout of the proposed PUD general plan exceeds the City's standards for commercial developments. The applicant has offered a more creative and efficient approach to Page 4 the existing landscape and constraints of the property through the site design layout. The plan also meets the downtown plan and design guidelines. In order to approve a PUD, the City must find that the applicant has demonstrated compliance with the following criteria: 1. Provide for the establishment of PUD zoning districts in appropriate setting and situations, to create and maintain a development pattern that complies with the City's Comprehensive Plan. 2. Allow for the mixing of land uses within a development when such mixing of land uses could not otherwise be accomplished. 3. Provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporating design elements that exceed the City's standards to offset the effect of any variations. 4. Promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability and general welfare of the City. Preserve and enhance natural features and open spaces including but not limited to the width expansion of greenway corridors, conservation of wooded areas, development of buffer areas, reduction of impervious surface, and utilization of joint facilities and utilities. 6. Maintain or improve the efficiency of public streets and utilities. 7. Ensure the establishment of appropriate transitions between differing land uses. The 2040 Comprehensive Plan shows the land use being Mixed -Use (MIX). The rezoning/PUD is consistent with the Comprehensive Plan in terms of land use. It is in staff s opinion that the PUD general plan has offered a creative and efficient method to planning the site, all which meets the intent of the PUD ordinance. Setbacks Buildings in the Central Business (C-1) district are required to meet the minimum setback standards of 10 feet from the front property line, 30 feet from the rear property line, and zero feet from the side property lines. The building meets all of the building setback requirements. Although the building meets the City's building setback requirements, since the property abuts Egg Lake it is also in the Shoreland Overlay District and shall meet the shoreland setback requirements. Page 5 The applicant is requesting flexibility for the shoreland setbacks for the development. The applicant is proposing the following setbacks: Shoreland Setbacks I Required Proposed Setback from the OHW 1 125 Feet 49 Feet (for the deck) Staff is comfortable with this request for flexibility from the shoreland setback requirements. The property is unique because it is a long and narrow piece between Egg Lake and HWY 61. It is limited on what they can do with the property. The property was previously occupied with buildings and parking lots that did not meet the shoreland setback requirement. There are expansion plans along Highway 61 that the applicant has taken into account. They will be required to dedicate additional right-of-way with the development along the front property line, which makes the property even smaller. The location of the north access into the site for circulation, has the effect of pushing the building back on the site closer to the lake. The downtown plan also shows a restaurant building along the lake to take advantage of the views across the lake. Building Setbacks Related to the Downtown Design Guidelines The downtown design guidelines state that buildings in this area should be oriented to the street with fully articulated street facades (doors and windows) based on traditional downtown storefronts. The downtown plan shows the buildings abutting Highway 61 and parking lots in back by Egg Lake. It also shows a restaurant pushed back towards Egg Lake and limited commercial buildings along Highway 61. Staff is comfortable with the location of the building being towards Egg Lake since that is the way that it is shown on the downtown plan. The restaurant then can take advantage of the views of the lake on the east side of the building that includes most of the dining area and a deck. The layout of the property is different than what is shown on the downtown plan. The downtown plan is simply a guide to show how the area could be development and it is not a plan to dictate the exact placement of buildings or parking lots. The area proposed to be developed shows a park area. Several years ago the Parks Commission discussed this and stated that as long as there are active areas along the lake a park is not needed. They stated that Lions Park serves this area and would rather see a trail along the lake as shown the Comprehensive Plan. Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building to 60% and lot area to be covered by impervious surface to 90%. The proposed site plan complies with the coverage requirements. The applicant also meets the shoreland impervious surface requirements for the development. The applicant is proposing the following: Shoreland I Required Proposed Maximum Im ervious 25% 25% 5 Page 6 Density The maximum development density for a PUD in the Central Business (C-1) zoning district is 60 units per 1 acre. The applicant is not proposing any residential units at this time. Development Phasing The PUD General Plan proposes two phases at this time. Phase 1 will be the restaurant with the proposed access off of Highway 61. Phase 2 includes the three retail/office buildings as well as access across from 146th Street on Highway 61. Phase 2 will also include event center expansion on the restaurant building. Phase 2 will need to go through another land use application review and approval by the Planning Commission and City Council. Parking The Comprehensive Land Use Regulations state that a restaurant user shall have 1 parking space per 3 seats for restaurants and events centers, based on capacity. There shall be 1 parking space per 250 square feet of building for retail buildings. Parking Calculations Required Proposed Overall Phase 1 Phase 2* 5,000 Sq. Ft. Restaurant 212 capacity 71 Parking Spaces 76 Parking Spaces 67 Parking Spaces 3,870 Sq. Ft. Event Center 241 capacity 81 Parking Spaces N/A 67 Parking Spaces 10,100 Sq. Ft. of Retail Total for Three Buildings 40 Parking Spaces N/A 40 Parking Spaces TOTAL 192 Parking Spaces 76 Parking Spaces 174 Parking Spaces *With construction of Phase 2 shared parking throughout the site is proposed. Staff has been working with the applicant on the number of parking stalls that would be adequate for the restaurant use. Staff is comfortable with the proposal since parking will be used for the overall downtown project and will be shared between users in the downtown. This is consistent with the downtown design guidelines which encourages businesses to establish or participate in providing shared parking with reductions in required on -site parking. The applicant has not provided calculations that would allow additional food service/restaurants in the proposed PUD in the retail buildings. If there are food service/restaurant uses proposed at a later date, the parking space requirements shall be further evaluated. Streets and Access The applicant has identified a concept for the entire property, however they are proposing only to build on the northerly portion of the site identified as Phase 1. The applicant will need to obtain 71 Page 7 an access permit from MNDOT and a permit to work within the right of way on Highway 61. The access from Highway 61 for the first phase is proposed to be a full access with turn lanes. There is already a full access designed for the site across from 146th Street that has been permitted by MnDOT. In addition, the applicant is proposing shared parking for the entire PUD. Staff is generally comfortable with shared parking based on the proposed uses. The applicant will be required to record a shared parking and maintenance agreement benefiting of the properties to the north and south. MnDOT provided a comment letter on February 26, 2020. Comments within this review letter will need to be addressed. Most of these comments are routine in nature, however the comments related to traffic safety will require additional study. Since the northern access will require geometric changes to TH 61, it will need to be reviewed through the Level 2 Layout review process. This process will identify if the northerly access can be constructed as proposed and if it can remain as a full access once the southerly entrance is constructed. Alternatively, if this access is not approved by MnDOT, the applicant can access the restaurant site via a driveway connection from the existing full access across from 146th Street. Staff will continue to work with the applicant an the access points. The property owner to the north along Highway 61 has their driveway on the City owned property. The applicant is working with the property owner on access to their property. This is required as a condition of approval. B. Preliminary Plat The preliminary plat includes one lot and one outlot. The lot is for the restaurant site plan. The applicant will be required to apply for a final plat to create the lot for the restaurant. Park dedication is not required for commercial developments. Lot Sizes The applicant is proposing to subdivide the existing 4.2 acre property to create commercial lots. The restaurant will be 2 acres and will be Phase 1. Phase 2 includes three retail buildings on the remaining 2.2 acres. At the time of approval for Phase 2, the lots could be subdivide into separate lots for each building. The lot size meets the minimum lot size of 8,000 square feet for the Central Business (C-1) zoning district. C. Site Plan — Cattle House Restaurant The site plan approval is for 2 acres on the north side of the property and includes the Cattle House restaurant, outdoor gathering spaces/amenities along the lake, and a parking lot. The total square footage for the restaurant is 5,700 square feet. The site plan shows an expansion for an event center, but that is not being approved at this time. The applicant will need to apply for site plan approval and other applicable approvals for the expansion. 7 Page 8 Landscaping Based on the type and size of the proposed restaurant building and the dimensions of the site, the landscaping plan should include a minimum of 13 deciduous shade trees, 7 coniferous trees, 7 ornamental, and 44 shrubs. The applicant's landscape plan not only meets all of the City's landscape requirements for a commercial use but exceeds the requirements. the applicant is also preserving existing trees on the site. The landscaping surrounds the building with perennials and has trees and shrubs located within the parking lot in the islands. There is a row of shrubs that are lined along Highway 61 that provides a nice buffer between the sidewalk and parking lot. There is also an evenly spaced row of trees proposed for the area along Highway 61. The remaining greenspace on the property will be sod. The downtown design guidelines state where parking is located along the street, it should be landscaped and screened with a combination of fencing or wall plantings along the street edge. The applicant has done a good job of creating a wall edge of shrubs and trees along the road, it also created a landscaped edge between the sidewalk and the parking lot. The applicant is also proposing decorative lighting along Highway 61. The applicant did not propose any landscaping along the south property line surrounding the parking lot since the parking lot is planned to be extended to the south for the future development. Sidewalks and Trials The downtown design guidelines promote a pedestrian friendly downtown area. The site plan does create a pedestrian friendly atmosphere by connecting the sidewalk along Highway 61 to a proposed boardwalk and trail system along the lake. The applicant has agreed to grant the City a trail easement along the lake which will be constructed in the future as development occurs. The trail easement will be condition of site plan approval. There are wetlands between the building and the lake and a boardwalk may need to be constructed for a portion of the trail to avoid impact to the wetlands. The boardwalks and dock will need to be reviewed and approved by the Technical Evaluation Panel (TEP) and the MnDNR. The applicant is requesting PUD flexibility for the dock construction regulations for the shoreland overlay district, however, until the dock is reviewed and approved by the MnDNR staff is unsure what the dimensions will be approved. The applicant will be required to obtain a permit of MNDNR prior to installation. Lighting The applicant has submitted a full lighting plan that includes decorative lighting for the site and the building. The lights are The photometric plan provided does not meet the ordinance standard. The lighting plans shall be revised and submitted to the City for review and approval by staff. N. Page 9 Architecture and Building Materials The downtown design guidelines encourage new buildings to be designed with elements of traditional main street design, Hugo's French trading post roots, or prairie style architecture. Traditional main street style buildings usually have flat roofs with well defined roof lines. The French trading post architectural elements include steeper or mansard roofs, open storefronts, and exterior plaster with stone and brick. Prairie style architecture usually has hipped roofs with low spreading deep overhangs. Prairie style architecture also has horizontal line design elements and uses materials that can blend in with the natural environment. The applicant has designed the building to be reflective of the prairie style architecture. The building is designed with a large sloped roof that opens up to the lake with horizontal cornice, accent elements, and windows reflective of prairie style architecture. The large overhead glass doors open up the deck and the upper windows horizontal details are elements of prairie style. The timbers and the "barnwood" like facade are elements that relate to the natural environment. There is also stacked stone that is used on the building and there is significant amount of glass on the eastside of the building overlooking the lake. The downtown design guidelines encourage four-sided architecture, using the same quality materials on all sides. It also states that all facades shall be articulated with a variety of materials, details, and visual interest. Roof lines and cornices shall be completed in the three dimensional manner and the front facade shall be unique and significant to the building. Its in staff s opinion that the applicant has done a good job of accomplishing these items encouraged by the downtown design guidelines by having the materials, design elements, and windows wrap around the building. They have also made the main entrance visible of the building that will lead the customer where to go when entering the building. The applicant has provided the building materials that will be used for the restaurant. Staff has reviewed the materials and it is in staffs opinion that the materials could be more cohesive in regards to material and colors. Staff has not received materials for the proposed metal panels or timber cladding. Staff recommends the applicant continue to work with staff to ensure the materials and colors are cohesive for the restaurant building. Staff will show the building materials at the meeting. The applicant is proposing a deck on the east side of the building. They have not submitted design plans for the deck to date. Staff will continue to work with the applicant to ensure the design is consistent with the overall architectural theme of the project. The proposed deck does not show railings. If the applicant adds railings to the deck they shall be reviewed and approved by staff. The applicant has provided an example of how the other buildings for the overall PUD could be designed to relate to the restaurant building. Phase 2 and the other buildings shall go through a PUD amendment and site plan process for review and approval. X Page 10 Building Height In the Central Business (C-1) zoning district the maximum building height is 35 feet. The building at its highest dimension is proposed to be 22 feet and will meet the building height regulation. Screening The applicant is proposing the trash enclosure to be constructed to the west of the building and it will be constructed of the same materials as the building. The trash enclosures will fully screen the dumpsters for the restaurant and the gates will be constructed of cedar. The trash enclosure is also screened by a variety of landscaping. Staff has some concerns about the location of the trash enclosure. The trash enclosure is located west of the building, specifically north of where the event center is proposed. Staff has requested that the applicant review this location and consider another location for the trash enclosure. The applicant has provided a roof top mechanical unit plan that shows how the equipment will be screened from view from the property lines. Most of the parapet wall is extended 4 feet above the roof line. Staff feels the parapet wall is of sufficient height to screen the roof top mechanical equipment from public view. Signage The applicant is proposing one wall sign for the building. They are also proposing a monument sign at the entrance of the site. Staff recommends the applicant continue to work with staff on the sign design and location. All signage is required to have a permit and approval by the City prior to construction and installation of the signs. Staff also recommends that development sign criteria will established for the overall PUD. Ponding and Stormwater Management The applicant is proposing a combination of pervious pavement and infiltration basins to meet the stormwater management requirements. The stormwater management plan for the site is generally constant with the City / Rice Creek Watershed District rules. Staff has been working directly with the applicant's engineer to revise the documentation related to the infiltration and stormwater pond for the site. Staff expects that the required changes can be made with minimal changes to the site plan. Stormwater reuse is not proposed to be incorporated into this project. Stormwater management features proposed can't support the water demand to irrigate the site. The applicant has been evaluating whether they can use Egg Lake for stormwater reuse. The applicant stated this continues to be evaluated. If it is feasible, it shall be constructed. 10 Page 11 Utilities An existing 15" sanitary sewer main extends through the property and will serve the proposed development. An existing 8" watermain along TH 61 and an 8" watermain within Fondant Avenue North will provide the site with water service. Staff has recommended looping the watermain from the dead-end water main on Fondant Avenue North to the watermain along TH 61. This looping will improve water quality and system reliability. Staff is working with the adjacent landowner to acquire an easement to accommodate this connection. The property owner has indicated they are willing to provide this easement. 7. STAFF RECOMMENDATION: It's in staffs opinion that the redevelopment project for Cattle House Restaurant is consistent with the downtown plan and design guidelines. The applications meet the criteria for approval and are also consistent with the downtown plan and design guidelines. Staff recommended the Planning Commission approve the PUD, preliminary plat, and site plan applications, subject to the conditions listed in the resolutions. 8. PLANNING COMMISSION RECOMMENDATION: The Planning Commission discussed the overall PUD, preliminary plat, and site plan and generally agreed it meet the intent of the downtown design guidelines. The Planning Commission unanimously recommended approval of the applications to the City Council, subject to the conditions listed in the resolutions. ATTACHMENTS: l . Location Map 2. Ordinance 3. Resolutions (3) 4. Engineers Memo dated April 1, 2020 5. MnDOT Comments letter dated February 26, 2020 6. Downtown Plan & Design Guidelines 7. Applicants Narratives 8. Proposed Lighting 9. Site Plan/PUD Documents and Restaurant Building Elevations 11 z -74 LL Lower 147Th Street North A. J A69 145th Street North ORDINANCE 2020- AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF HUGO AMENDING CHAPTER 90 (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LAND LOCATED SOUTH OF 147TH STREET AND EAST OF HIGHWAY 61 (FOREST BOULEVARD NORTH) THE CITY OF HUGO ORDAINS: Section 1. Amendment of the City Code. Chapter 90 of the City Code of the City of Hugo, Minnesota, is hereby amended by changing the classification on the City of Hugo Zoning Map to PUD (Planned Unit Development) with respect to the 4.2-acre property legally described as follows: See Attached Section 2. Effective Date. This amendment shall take effect upon its passage. ADOPTED by the City Council this 0 day of May, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2020- APPROVING PUD GENERAL PLAN FOR ANTHONY HARMENING, FOR "SHORES OF EGG LAKE" ON PROPERTY LOCATED SOUTH OF 147TH STREET NORTH AND EAST OF HIGHWAY 61 (FOREST BOULEVARD NORTH) WHEREAS, Anthony Harmening, has requested approval of a PUD general plan to allow the development of a an approximately 5,700 square foot restaurant with an approximately 4,000 square foot event center and three retail buildings totaling approximately 10,100 square feet on a 4.2 acre property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the PUD general plan at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Anthony Harmening, subject to the following conditions: 1. A PUD general plan is approved to allow the development of a restaurant with event center and three retail buildings. The development shall be constructed in accordance with the application and plans received by the City on January 17, 2020, and April 10, 2020, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the requested rezoning of the 4.2 acre property and preliminary plat. 3. The PUD general plan is approved based on the finding that the proposed project is consistent with the City's Comprehensive Plan. 4. The developer shall comply with all conditions in the resolution for the site plan and preliminary plat (Resolution #2020- and Resolution #2020-__) 5. The developer shall comply with all conditions in the City Engineer's letter dated April 1, 2020. 6. The developer shall comply with all items in the MnDOT letter dated February 26, 2020. All access points require a permit to be issued from MnDOT. 7. The dock and boardwalk shall be reviewed and approved by the MnDNR and the Technical Evaluation Panel (TEP). 8. Architectural design guidelines shall be reviewed and approved by staff. Resolution 2020- Page 2 9. PUD flexibility is granted to allow: a. Flexibility to allow a minimum shoreland setback of 49 feet, where 125 feet is required. b. Flexibility for reduced parking space requirements for shared parking throughout the PUD to allow 174 parking spaces, where 192 parking spaces are required by ordinance. c. Flexibility to allow parking side yard setback to be 4.3 feet where 5 feet is required by ordinance. 10. The preliminary phasing plan is generally approved per plans dated April 10, 2020. Any major revisions to the phasing plan shall require PUD amendment. Minor modifications shall be reviewed and approved by staff. a. Phase 1 shall include: i. An approximately 5,700 square foot restaurant building. ii. All improvements shown in the phase 1 plan, including trails and boardwalks. b. Phase 2 shall include: i. Three retail buildings totaling approximately 10,000 square feet. ii. A 4,000 square foot event center. iii. All improvements shown in the phase 2 plan, including trails and boardwalks. 11. Phase 2 shall be required to apply for site plan, and other applicable applications, to be reviewed and approved by the Planning Commission and City Council. 12. The developer has not provided calculations that would allow additional food service/restaurants in the proposed PUD in the retail buildings. If there are food service/restaurant uses proposed at a later date, the parking space requirements shall be further evaluated for review and approval by the City. 13. The building setbacks and impervious surface coverage requirements for the PUD are as follows: Front Setback 10 feet (min) Side Setback 0 feet (min) 4.3 feet for parking lot Rear Setback 30 feet (min) Lot Impervious 50% Resolution 2020- Page 3 (max) 1 25% in shoreland overlay 14. A stormwater re -use system shall be further evaluated. If it is feasible, it shall constructed. 15. As the future phases are constructed the developer shall have a commercial association created to maintain the common areas, including parking, lighting, landscaping, and boardwalks. ADOPTED by the City Council this 4th day of May, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2018-15 APPROVING PRELIMINARY PLAT REQUESTED BY ANTHONY HARMENING FOR "SHORES Of EGG LAKE" ON PROPERTY LOCATED SOUTH OF 147TH STREET NORTH AND EAST OF HIGHWAY 61 (FOREST BOULEVARD NORTH) WHEREAS, Anthony Harmening, has requested approval of a preliminary plat to allow construction of 1 commercial lot and 1 outlot the 4.2 acre property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Anthony Harmening, for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved to allow the creation of 1 commercial lot and 1 outot, in accordance with the application and plans received by the City on January 17, 2020, and April 10, 2020, except as amended by this resolution. 2. Approval is contingent upon City Council approval of a rezoning to PUD for the 4.2 acre site. 3. The developer shall comply with Resolution 2020-, for the PUD. 4. The building setbacks and impervious surface requirements for the development are as follows: Front Setback 10 feet (min) Side Setback 0 feet (min) 4.3 feet for parking lot Rear Setback 30 feet (min) Lot Impervious 50% (max) 25% in shoreland overlay 5. The landscaping planned for the development shall be installed all at the same time during each phase. The developers shall take proper precautions to protect the trees as the homes are being built. Resolution 2020- Page 2 6. Prior to the release of the final plat for recording, the developer shall comply with the following conditions. a. The development shall comply with the Fire Chief s requirements regarding fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. b. The developer shall vacate the existing easements and dedicated new easements on the property. c. The Property Owners Association (HOA) documents for review and approval by staff. d. The City's development fees will apply to this project. The fee amounts will be calculated and included as part of the Development Agreement. A development agreement shall be executed and all fees shall be paid. 7. Prior to the issuance of building permits, the developer shall comply with the following conditions. a. The applicant shall record the final plat, development agreement and all other documentation at Washington County and provide the City with proof of recording. ADOPTED by the City Council this 4th day of May, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2020- APPROVING A SITE PLAN FOR CATTLE HOUSE RESTAURANT ON PROPERTY LOCATED SOUTH OF 147TH STREET NORTH AND EAST OF HIGHWAY 61 (FOREST BOULEVARD NORTH) WHEREAS, Anthony Harmening, has requested approval of a site plan for an approximately 5,700 square foot restaurant building on property that is legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said site plan and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve site plan for TGK Automotive, under the following conditions: 1. A site plan is approved in accordance with the plans submitted on January 17, 2020, and April 10, 2020, except as amended by this resolution. 2. Prior to the installation of any signs, the developer shall obtain a sign permit. 3. Any expansions of the building will require review and approval by the Planning Commission and City Council. 4. The improvements on the property shall be maintained by the developer. 5. A stormwater re -use system shall be further evaluated. If it is feasible, it shall constructed. Prior to the issuance of a building permit: 5. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the developer's engineer dated April 1, 2020, shall be addressed. 6. All items in the MnDOT comment letter dated February 26, 2020, shall be addressed. An access permit shall be issued by MN DOT. 7. An eight foot easement shall be dedicated for right of way for the future expansion of TH 61. 8. A trail easement shall be dedicated to the City for the trail along the lake and connections to the south and north. Resolution 2020- Page 2 9. The boardwalk and dock shall be reviewed and approved by the MnDNR and the Technical Evaluation Panel (TEP) Architecture/Building Material 10. The developer shall provide a material samples and proposed colors for all building materials for review and approval by staff. 11. The developer shall provide construction details and material samples for the deck for review and approval by staff. If railings are installed, the details and design shall be reviewed and approved by staff. 12. The developer shall provide details for the awning for review and approval by staff. 13. The developer shall provide details and building materials for the boardwalk and dock for review and approval by staff. 14. The developer shall provide details for the glass for review and approval by staff. 15. The elevations shall be revised to include a stone sill, or comparable material, between the stacked stone and other building materials to provide a transition between the different materials. 16. Architectural design guidelines shall be reviewed and approved by staff. Streets and Access 17. A cross access and parking easement shall be dedicated across the property for the benefit of adjoining properties to the north and south. The easement language is subject to review and approval of staff. 18. The developer shall work with the property owner to the north along Highway 61 Miscellaneous 19. The developer shall continue to work with City staff on the lighting plan and type of lighting fixtures. The final plan shall be reviewed and approved by staff. 20. A stormwater re -use system shall be further evaluated. If it is feasible, it shall contracted. Resolution 2020- Page 3 21. The developer shall continue to work with the City on the location of the trail and what portions will be constructed with the development. 22. The developer shall continue to work with the City on the location of the trash enclosure. Prior to issuance of a Certificate of Occupancy: 23. Landscaping shall be fully installed per approved landscape plan. 24. All of the improvements shall be constructed per the approved plans. 25. All roof top mechanical equipment must be screened from view of adjacent properties. Staff shall perform an inspection when equipment is installed to ensure compliance with City code. 26. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities. 27. The developer will be responsible for maintaining stormwater facilities and vegetation proposed as a part of the project. A maintenance agreement between the City and the developer shall be reviewed and approved by the City then recorded against the property. ADOPTED by the City Council this 4th day of May, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk wsb April 1, 2020 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan — Preliminary Plat Review Cattle House Restaurant & Event Center WSB Project No. 015525-000 Dear Ms. Juba: We have reviewed the preliminary plat and site plan submittal for the above -referenced project. In particular, we have reviewed the following plans related to this particular request: • Cattle House Restaurant & Event Center PUD, Preliminary Plat, Site Plan Review combined plan set dated 3/2/2020 prepared by Architectural Consortium, LLC. and Elan Design Lab, Inc. • Preliminary Report- Stormwater Management System dated 3/2/2020 prepared by Elan Design Lab, Inc. • Geotechnical Exploration and Engineering Review prepared by NTI, dated January 16, 2020. • Preliminary Plat dated 01/16/2020 prepared by Cornerstone Land Surveying, Inc. Based on the review of the site plan documents, we offer the following comments related to this application: Site Plan/Utilitites 1. The applicant will need to apply for an MPCA NPDES permit due to the size of the area disturbed. The City will need to receive a copy of this permit in advance of any work taking place. 2. Minor flood plain impacts are proposed as part of the proposed plan. The applicant will be providing compensatory storage to ensure there are not any flood plain impacts. 3. An existing 15" sanitary sewer main extends through the property and will serve the proposed development. 4. An existing 8" watermain along TH 61 and an 8" watermain within Fondant Avenue North will provide the site with water service. Staff has recommended looping the watermain from the dead-end water main on Fondant Avenue North to the watermain along TH 61. This looping will improve water quality and system reliability. Staff is working with the adjacent landowner to acquire an easement to accommodate this connection. The property owner has indicated they are willing to provide this easement. 5. A Miscellaneous Work Permit for MNDOT for the water connection within the right-of-way of TH 61 will be required. Ms. Rachel Juba April 1, 2020 Page 2 Stormwater Management 6. The applicant is proposing to utilize pervious pavement and infiltration basins to conform with stormwater management requirements. 7. Required freeboard from groundwater, 100-year high water levels, and emergency overflow elevations with respect to the lowest floor elevation are met. 8. City staff is working with the applicant on maintenance agreement requirements for stormwater features that will be their responsibility. Stormwater features will be required to have drainage and utility easements. 9. A MNDOT drainage permit will be required to ensure that current drainage rates to MNDOT right-of-way will not be increased. Transportation/ROW/Easements/Agreements 10. The developer has identified a concept for the entire property, however they are proposing only to build on the northerly portion of the site identified as phase 1. 11. Consistent with the Access Management Plan and Memorandum of Agreement, the applicant is identifying an additional 8-feet of Right -of -Way along TH 61. 12. The plan proposes two access locations, one at the 146th Street (southerly access) and one at the northern portion of the site for access to the proposed restaurant. The southern access is already developed on Trunk Highway 61, while the northerly proposed entrance is not currently set up for a southbound left turn lane or a north bound right turn lane. 13. MNDOT has provided a review letter dated February 26, 2020. Comments within this review letter will need to be addressed. Most of these comments are routine in nature, however the comments related to traffic safety will require additional study. Since the northern access will require geometric changes to TH 61, it will need to be reviewed through the Level 2 Layout review process. This process will identify if the northerly access can be constructed as proposed and if it can remain as a full access once the southerly entrance is constructed. 14. Access permits for the north and south access locations will be required from MNDOT. 15. Existing easements on the property are proposed to be vacated and new easements for existing sanitary sewer, proposed watermain, proposed trail, proposed stormwater management features, and the additional 8-feet of ROW along TH 61 will be granted. 16. A cross parking agreement will be required to accommodate the proposed vision for the entire site. Wetland 17. The applicant is proposing a board walk within the wetland area as part of this project. 18. Wetland impacts are avoided with the proposed improvements. Under the Wetland Conservation Act boardwalks can be constructed in wetlands and qualify for a no -loss since the posts/pilings are not considered fill. The applicant will be required to apply for a "no -loss" permit for documentation purposes. 19. The developer will need to apply for a permit from the DNR in MPARS for the portion of dock/boardwalk located within the wetland below the ordinary high water (OHW) level of Egg Lake. Water Reuse Plan 20. Stormwater reuse is not proposed to be incorporated into this project. Stormwater management features proposed can't support the demand. Ms. Rachel Juba April 1, 2020 Page 3 Thank you for the opportunity to provide comments on this project. Additional detailed red -lined comments have been provided to the applicant's engineer. These comments will need to be addressed prior to approval of the construction plans. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) Emily Weber, Community Development Assistant (email only) Tony Harmening, Cattle House, LLC (email only) Steve Johnston, Elan Design Lab (email only) DEPARTMENT OF 1 TRANSPORTATION February 26, 2020 Emily Weber Community Development Assistant City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 SUBJECT: MnDOT Review # P20-006 Cattle House Restaurant NE Quad US61 (Forest Blvd North) & 146rh Street North Hugo, Washington County Dear Ms. Weber, Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 Thank you for the opportunity to review the Cattle House Restaurant development. MnDOT has reviewed the documents and has the following comments: Water Resources: A MnDOT drainage permit will be required to ensure that current drainage rates to MnDOT right- of-way will not be increased. The drainage permit application, including the information below, should be submitted online to: httns:Hdotgpp7.dot,state,mn,us/OLPA The following information must be submitted with the drainage permit application: 1) A grading plan showing existing and proposed contours. 2) Drainage area maps for the proposed project showing existing and proposed drainage areas. Any off -site areas that drain to the project area should also be included in the drainage area maps. The direction of flow for each drainage area must be indicated by arrows. 3) Drainage computations for pre and post construction conditions during the 2, 10, 50 and 100 year rain events. 4) Time of concentration calculations. 4) An electronic copy of any computer modeling used for the drainage computations. 5) See also the Drainage Permits Checklist (referenced below) for more information. Once a drainage permit application is submitted, a thorough review will be completed and additional information may be requested. An equal opportunity employer MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 Drainage permit application can be found at: http://www,dot.state.nm,us/utility/forms.html- Application for Drainage Permit A copy of MnDOT's Drainage Permits Checklist is attached. For questions on these points or to submit additional information, please call Jason Swenson, MnDOT Metro District Water Resources Engineering, at (651) 234-7539 or email Jason. Swenson@state.mn.us Permits: As mentioned previously, a Drainage Permit will be required. Also, Access Permits will be required for the south access to US 61, and a Miscellaneous Work Permit for the water connection within the right -of --way of US 61. Any other use of, or work within or affecting, MnDOT right of way will require additional permits. Permit forms are available and may be submitted online at: https:Hdotapp7.dot.state.mn.us/OLPA . Please direct questions regarding permit requirements to Buck Craig of MnDOT's Metro Permits Section at 651-234-7911 or Buck.Craigna.state.mn.us. Traffic Safety: In order to maintain safety for southbound motorists turning into the site, the southern access which uses the existing left turn lane should be used for both the initial and final phases of development. Since the northern access will require geometric changes to US 61, it will need to be reviewed through the Level 2 Layout review process. The MnDOT Metro Area Engineer, Ryan Coddington, will be able to guide you through the layout review process. The following website provides layout design guidance and identify layout requirements: http://www.dot. state.mn.us/design/geometric/index.html The first link under Guidance is helpful, as well as the Design Resources tab. Please direct questions regarding the Leve12 Layout review process to Ryan Coddington, MnDOT Area Engineer at 651-234-7714 or Rvan.Coddington(a�state.mn.us. Materials: In general the plan sheets submitted don't }provide enough detail to review thoroughly. Providing more detail with respect to existing roadway features (centerline, edge line, etc.) would be helpful. It may be necessary for roadway Geotech investigations to be performed to determine whether the in place pavement is capable of handling the shifted traffic. For more information or for clarification, please contact Dave Van Deusen. Materials and Pavement at 651-234-7350 or dave.vandeusen(a�state.mn.us. MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 ADA Office: There are Federal requirements for the pedestrian crossings at the entrance to the driveways. The ADA office has made comments (in RED) on the Pt 1. PUD Submittal sent by the developer. The plans with their comments are attached, as well as additional information about Curb Ramp Standards. For more information or for clarification, please contact Joseph Zilka, ADA Office at 651-366-3311 or ioseph.zilka state.mn.us. Bicycle/Pedestrian: As the development will be opposite the Hardwood Creek Bicycle Trail, MnDOT suggests adding bike racks or similar locking facility at the restaurant to accommodate any cyclists who wish to stop and dine. For more information, or for clarification, please contact Mackenzie Turner Bargen, Multi -modal, at 651-234-7879 or Mackenzie TurnerBargen@state.mn.us, Review Submittal Options MnDOT's goal is to complete reviews within 30 calendar days. Review materials received electronically can be processed more rapidly. Do not submit files via a cloud service or SharePoint link. In order of preference, review materials may be submitted as: 1. Email documents and plans in PDF format to metrodovreviews.dotnastate.mn.us. Attachments may not exceed 20 megabytes per email. Documents can be zipped as well. If multiple emails are necessary, number each message. 2. PDF file(s) uploaded to MnDOT's external shared internet workspace site at: https://mft.dot.state.mn.us. Contact MnDOT Planning development review staff at metrodevreviews.doi@state.mn.us for uploading instructions, and send an email listing the file name(s) after the document(s) has/have been uploaded. 3. Mailed or hand delivered documents in PDF format on a flash drive or CD-ROM to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 4. Printed documents via mail or hand delivery to the address above. Include one set of full- size plans. If you have any questions concerning this review please contact me at (651) 234-7797. Sincerely, /V0� Cameron Muhic Senior Planner MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 Copy sent via E-Mail: Buck Craig, Permits Ryan Coddington, Area Engineer Michael Kowski, Engineering Services Jason Swenson, Water Resources Kaare Festvog, Traffic Shane Rowbotham, Design Joseph Zilka, ADA Shelly Pedersen, Materials Michael Lynch, Right -of --Way Keith Jakober, Surveys Bryce Fossand, Water Resources Russell Owen, Metropolitan Council Lance Schowalter, Design Mackenzie Turner Bargen, Multi -modal David Van Deusen, Materials MnDOT Metropolitan District, Waters Edge Building, 1500 County Road 62 West, Roseville, MN 55113 I *ty of Hugo Downtown Plan & Design Guidelines April 10, 2007 Hugo Downtown Framework Plan Final Plan & Design Guidelines Credits & Acknowledgements: We would like to thank the City of Hugo's citizens — the residents and business owners — who attended the workshops and meetings, sent in their comments and gave their time to participate in the planning process Their input has been invaluable in developing a master plan and design guidelines for the downtown area. We would like to thank the City of Hugo's City Council, Planning Commission, City staff and consultants for leading this planning process. Funding for development of the downtown design guidelines and the preparation of this document was provided by a Livable Communities Opportunity Grant from the Metropolitan Council in 2004. City Council Fran Miron, Mayor Becky Petryk, Council Member Ward 1 Frank Puleo, Council Member Ward 2 Chuck Haas, Council Member Ward 3 Mike Granger, Council Member At Large Planning Commission Dave Schumann, Chairperson Bronwen Kleissler Tom Weidt Ron McRoberts Victoria Hoffbeck Bob Rosenquist Kelly Bailly City of Hugo Mike Ericson, City Administrator Bryan Bear, Community Development Director Michele Lindau, Community Development Assistant Mary Ann Creager, City Clerk Jay Kennedy, City Engineer (WSB) Kendra Lindahl, City Planner (Landform) Planning & Urban Design Consultant Carolyn Krall, AIA LANDFQRM Page 1 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Hugo Downtown Planning Framework Incorporated in 1906, Hugo is a rural small town with a family -oriented feel. As Hugo grew, the intersection of Forest Boulevard (now Highway 61) and Frenchman Road (now 145t' Street) became the center of town. With a train depot and an active feed mill, this was the ideal location for local, small businesses. A downtown neighborhood began to grow into a comfortable, rural village. It is this small village familiarity that the residents of Hugo wish to preserve. Aerial Photograph of Hugo in 1974 Minnesota Historical Society The Hugo Downtown Framework Plan and Design Guidelines are intended to provide direction to new development in downtown Hugo and, where needed, to shape plans for redevelopment. The Plan illustrates the type of commercial and residential development, civic and community facilities, and amenities envisioned by the citizens of Hugo. The Plan extends beyond the central commercial business district (CBD) to illustrate the entire downtown commercial area of Hugo, both existing and envisioned in the future. This vision of future development in Hugo encourages commercial growth, while seeking to concentrate that growth, around the downtown area. The Planning Process The Hugo downtown plan and preliminary design guidelines were originally developed in 1998 to address redevelopment of the downtown commercial "Main Street" on Forest Boulevard (Highway 61). But the County Road 8 improvements and rerouting required that the original plan be revisited. The new plan was needed to address the developable area along County Road 8 and to consider the impact of the new County Road 8 and Highway 61 intersection. This planning process began in the fall of 2003 and included workshops with the City Council and downtown business and property owners. A community -wide open house was held in May 2004 to encourage public input on the final plan. In August 2004, the City was awarded an Opportunity Grant from the Livable Communities Demonstration Account to develop design guidelines for the downtown area to assist in implementation of the downtown plan. The process for developing these guidelines has continued through 2005-2006 with significant public participation in the planning process. Page 2 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines The Influence of Transportation Improvements A major influence on the plan is the County's re -alignment and improvement of County Road 8. The county's plan will widen and reroute the road to the south, connecting to Highway 61 at approximately 143rd Street. The County Road 8 re- alignment will have a significant impact on the downtown, offering opportunities for growth, improved vehicle and pedestrian access around the downtown area, and the potential for redevelopment to make improvements to the core of the downtown CBD and surrounding public and civic spaces. It is vital that the CBD not be cut off from County Road 8 and from the high volume of traffic which will use this route to access the interstate. Highway 61 is planned to continue to run north and south through downtown and the CBD. Despite projections of increased traffic volumes, this highway should not be widened beyond four lanes except to provide for turn movements. Instead, improvements to the roadway and access improvements can help accommodate the increased volumes. The downtown plan recommends improvements to improve street access and connectivity within downtown, as well as enhancements to pedestrian access and walkability. Y Future Signal Future Road Alignments City ❑l Hugo Washing[on County, MN The plan also calls for extending the regional trail south across County Road 8 on the existing railroad bed and allows for the possibility of future commuter transit within this corridor (in the railroad ROW or on Highway 61). If Hugo is to continue to have a healthy downtown, it is important to plan for these future transportation changes. Page 3 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Defining Downtown The downtown CBD in Hugo has always been located on Forest Boulevard (Highway 61) on both sides of the main traffic signal at 145th Street. But over time, the commercial area has grown and extended north and south along Highway 61, and the new development has been less compact and more auto- or highway -oriented than the older, more traditional downtown CBD. Without planning controls, this same pattern of commercial development could be expected to occur along the improved and upgraded County Road 8. While the core downtown central business district (CBD) is focused along Forest Boulevard - Highway 61 from County Road 8 to 147th Street, the Downtown Plan extends north to the Post Office and 150th Street, south to 140th Street, and from the shores of Egg Lake on the east to the bend in County Road 8 to the west. One of Hugo's planning goals is to maintain a more compact and concentrated downtown CBD. This goal will be achieved by encouraging new development in and around the core of the downtown area, while planning for limited but well -ordered commercial development in specific areas along other commercial routes such as Highway 61 and County Road 8. Community feedback has consistently supported new CBD uses which complement downtown (such as restaurants and entertainment) and suggest that larger, single -use development and auto sales/service businesses, for instance, be located in commercial areas planned closer to 1-35. Page 4 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines To create a sense of arrival in downtown, the plan recommends placing gateway elements — a landscaped sign, monument, or other feature — at these key entry points into downtown. While the plan doesn't specify the elements at each location, when you enter downtown you should know that you are downtown. New development at these "gateway" locations should be planned not only to allow for these gateway elements but to convey the sense of quality and character that the downtown plan envisions. Gateway elements — signs, flags or monuments — should be included in the new downtown area to welcome a resident or visitor into an established and thriving downtown. Elements depicting the quality and character of downtown Hugo are displayed based on the historical and current architectural elements of Hugo. Proposed monument sign, Nov. 29, 2004 RSP Architects for Contractor Property Development Company The Downtown Plan The plan is a tool to help the City of Hugo create a pedestrian -friendly downtown and concentrates new development and redevelopment around the existing intersection of 145t" Street and Highway 61. As Hugo continues to develop, the actual projects built may differ from the Illustrative Downtown Plan in the details of the development of any specific block or site, but the primary elements of the plan, including the public infrastructure (roads, parks, trails, open space) and the quality and character which makes this plan unique to Hugo are expected to be maintained. Page 5 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines The Downtown Plan Improved park with future community center Traditional residential blocks New mixed -use development with - housing, offices and complementary retail/commercial uses New mixed -use development blending office and multi -family housing uses ,Fj7 Proposed trail connections u■ q;jI - ,� Hugo Downtown Framework IlVorth City park with trails, gazebo, dock, pedestrian bridge Shared public parking Carpenters on the Lake Walkable community spaces along trail ROW Additional downtown senior housing Page 6 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Design Guidelines The intent of the Hugo Downtown Design Guidelines is to provide a baseline for quality in order to revitalize and expand the downtown business district. These guidelines are written to meet the community's goals: Goal 1: Preserve the rural small town character of Hugo Goal 2: Establish a threshold or baseline for design and quality Goal 3: Maintain a harmonious visual environment within the existing architectural context Goal 4: Communicate the community's high expectations for new development in Hugo Obiectives The specific objectives for downtown Hugo design guidelines are: • To establish a clear definition of urban design standards that informs property owners, developers, builders and decision -makers. • To serve as a tool that planners and designers can use and incorporate into their plans to achieve and support the City's design objectives. • To act as a basis for a uniform and consistent review of development and redevelopment proposals by the City Council and Planning Commission. The design guidelines which apply specifically to the CBD also include principles that can be broadly applied to the entire Hugo Downtown Area. Downtown CBD The Design Guidelines apply specifically to the central business district or "Old Downtown" concentrated around Highway 61, from 147t" Street to the new County Road 8 intersection. The guidelines provide more detailed definitions of requirements for site planning, placement of building mass, materials, architecture, lighting, signage, and design of the public realm. Page 7 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Framework Principles for Downtown Hugo RIC *i AV l 1. Preserve and celebrate Hugo's small town character. 2. Enhance the public realm, to maintain a pedestrian -oriented downtown. 3. Expand civic space and uses around City Hall. 4. Add new retail which complements existing businesses and shops and supports downtown neighborhoods. 5. Encourage unique small businesses to locate downtown and larger, single -use developments closer to the 1-35 corridor. 6. Provide life -cycle housing to encourage senior -living in the downtown area. 7. Provide recreational uses for diverse age groups in the downtown area. 8. Improve downtown access and circulation with improvements to Highway 61 and downtown intersections (147t", 145t", County Road 8). 9. Reduce the impact of development close to Egg Lake to improve lake quality and preserve wildlife habitat. 10. Build upon unique assets such as the church, feed mill and City Hall with complementary design and materials. Page 8 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Downtown District Design Guidelines General Design Standards • These design guidelines are intended to apply to the Downtown District CBD, but include principles that can be broadly applied to the greater Hugo Downtown Area (as indicated on the Downtown Plan), including the Central Business, Future Central Business and Central Residential zones If the CBD development extends beyond this boundary, the Downtown District boundaries may need to be extended accordingly. • On all streets in the downtown district, the guidelines are intended to apply to street frontage properties on both sides of the street. • New downtown development shall provide for pedestrian as well as vehicular circulation and shall create linkages to existing and proposed sidewalks and trails. • All new development should be sensitive to existing downtown neighborhoods and residences in the design and location of new uses and buildings with respect to shading, views, light or noise pollution; where necessary appropriate screening or buffering shall be provided. • All new development shall be designed to value, respect, and preserve identified natural features and resources. • A sense of City history should be encouraged, and landmarks such as St. John's Cemetery and St. John's Church should be preserved as important contributors to Hugo's character. • Key points which have been identified as primary entrances to downtown Hugo should be designed as "gateways" to the City; gateway elements could include open space, unique landscaping, walls or gates, water features and City identity signage. These points include: • From the west — the bend in the County Road 8 at the western edge of Hugo; • From the east — At Egg Lake and the intersections where 147th and 140th meet Highway 61; • From the south — Where 140th meets Highway 61; • From the north — Where 147th meets Highway 61. Along the west side of Highway 61, new downtown development will need to be designed to integrate with the railway corridor as it comes through the center of town: as a public open space, supporting the proposed trails, and considering future uses. Page 9 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines General Land Use • Downtown development should be appropriate for a traditional downtown area: mixed - use buildings combining retail, commercial, and residential uses, and encouragement of multi -story buildings in the downtown. • Neighborhood retail, service, and commercial buildings and uses which support downtown residential neighborhoods such as drug stores, banks, and specialty markets or small grocers are encouraged. • Destination retail, restaurant and entertainment uses, particularly mixed with compatible, complementary, or other synergistic uses, are highly encouraged. • New auto -dominated commercial development such as fast food, auto service, or similar high traffic drive -through facilities and large, single -use developments are discouraged in the downtown CBD. • Uses appropriate to the downtown area such as banks, coffee shops and pharmacies which enhance their business by providing drive -through services may be permitted provided they are designed to minimize impact on local downtown traffic circulation and pedestrian access. • Parking lots should only be allowed as an accessory use, except for municipal or public district parking; larger parking areas should be broken up into smaller areas to reduce the overall area of paving and promote a friendlier pedestrian environment. • New residential development should provide for the full range of life -cycle housing, offering choices of housing types (single -level flats, condominiums or lofts, single -level and multi -story townhouses, and single-family attached or detached), styles and prices, at a density appropriate to the downtown area. • New residential development should be sensitive to existing residential neighborhoods and incorporate well -designed transitions from multi -family to existing single-family residential areas. • Traditional neighborhood design (TND) based on a traditional street grid is a desirable option for downtown, medium -density areas. Single-family homes (detached or attached) or row townhomes should line the street with front porches and stoops, front yards, sidewalks and boulevards with regularly spaced trees and street lights. Garage access at rear of house .TND example with traditional street grid and porches facing the street Sidewalks and boulevards on both sides of the street with regularly spaced street trees Page 10 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines All downtown residential developments should be planned and designed to minimize paving for driveways and surface parking. Garage -forward or "snout -house" homes or townhomes are highly discouraged. Highly Discouraged: Example of Garage -forward design, dominating view from sidewalk and street. Streets, Public Space & Amenities Forest Boulevard (Highway 61) and 145th Street should be restored to be closer to their original, traditional downtown "Main Street" form, lined with street trees and planters, pedestrian street lights, and street furniture including benches and trash receptacles. The fixtures that are selected for these streets should be required continuously within the downtown CBD district and highly encouraged throughout the downtown commercial area for visual continuity. Downtown intersections should be designed to be safe for pedestrians; enhancements to safety include use of textured -colored paving or striping to mark crosswalks, narrowed or throated intersections, pedestrian -oriented street lighting, planted center medians or landscaped boulevards, and warning signage at busy crossings along Highway 61, such as 147th, 145th and County Road 8. Change in paving or striping marks the safe crossing zone for pedestrians at major crosswalks. Planted center medians or landscaped boulevards provide resting points for pedestrians at major crosswalks, facilitate turning movements, and help calm traffic speeds. Page 11 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines To be safe for both pedestrians and vehicles, downtown Hugo should include street improvements: narrowed intersections, pedestrian lighting (top left), planted medians (top right and bottom left), and visible signs warning of pedestrian crossings/vehicular speed decrease (top right). • The City street grid is a vital part of the way the downtown functions, so restoring streets or adding new streets that connect to the existing street grid are encouraged; disconnected streets and cul-de-sacs are highly discouraged. • Forest Boulevard (Highway 61) and 145th Street are the original "Main Streets" of downtown and, to an extent, the few remaining brick buildings along these streets should be preserved, renovated, or restored to productive use; new buildings close to these older structures warrant careful attention to design and detailing in order to relate well to the original structures. • The small park which is planned on Highway 61 across from City Hall is intended to act as a Town Square or Village Green — a community focal point with passive uses (green space, gardens, historical markers) and active uses (a gazebo, lake overlook, Farmers Market) incorporated into the design. Civic and mixed -use buildings should be located adjacent to the Town Square or Village Green, welcoming visitors to downtown Hugo. • The plan proposes a future pedestrian bridge over Highway 61, connecting the park and Egg Lake to City Hall and the bulk of the downtown area. This bridge, if well -designed, could also act as a visual cue to drivers to reduce speed and could create a sense of arrival and welcome for the downtown CBD. Page 12 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines The edge along the railroad ROW and the Hardwood Creek Regional Trail along the west side of Highway 61 should be maintained as an open -space corridor connecting City Hall and the CBD to new development to the south. This edge should include: • trail connections for bicycles and winter sports uses • landscaping to act as a year-round buffer; • pedestrian -oriented trail and street lighting; • places to rest with benches, planters and trash receptacles. On downtown streets where retail and commercial uses are proposed, on -street parking is encouraged; streets should be designed with the parking lane designated either by curbing or with a change in paving materials. Downtown district streets should allow for public right-of-way between the curb and the building wall, a minimum 10'-12' wide. This area should be "zoned" to provide for street signs, landscaping and street trees, and both street and sidewalk lighting closest to the curb. There should be a clear pedestrian walking path in the center, and then an area designated for seating or other street furniture (trash receptacles, bus benches, etc) and commercial opportunities (including newspaper boxes). Where necessary, such as where the street ROW does not allow for a wider sidewalk, these amenities may need to be accommodated within the parcel boundaries. Page 13 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Minimum ROW from curb to buildit (10'-12') 2'-3' Shop related furniture & ameniti 5'-6' Walking Area 3' Public Area: trash receptacles, newspaper stands streetlights, signs & street trees plan where sidewalk wi nother option is a defined 20' ead-in angled parking zone Page 14 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Architecture • Architecture of new buildings should be respectful of the existing historical structures which enhance the character of Hugo; design which reflects the elements of vernacular "Main Street", Hugo's French trading post roots, or mid -western "prairie style" architecture is encouraged: Well defined roof line tivx Al Cornice or roof lineL _ _���distinguishes 1st story from I 1St story with glazed 2"dstoryr z display windows Ill�i �i11'.��I� lWll�lllCiit iWliilll ii • �ti f� _� i� ���Mill Awnings with accent lighting and graphics instead of applied signs IRP ki Building base expressed with masonry Entry feature; well distinguished and covered from the weather r Early trading post and mill buildings in rural Minnesota were often made of stone with a simple gabled roof and expressed chimney. Page 15 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Traditional Main Street style building: flat roofs, often an extended or false parapet on "front" side or marking the main entrance. Prairie Style: roofs are hipped, low and spreading with deep overhangs and eaves; Hugo City Hall has many of these elements. Hugo was once a French trading post, and many residents have expressed a desire to reflect those roots in the architecture of the downtown. Appropriate architectural elements include: steeper or mansard roofs with dormer windows, open storefronts with awnings, and exterior plaster, stone and brick. Page 16 of 23 Final Plan & Design Guidelines Hugo Downtown Framework Plan • Architecture of new buildings should be built upon Hugo's existing assets such as the church, the feed mill, and the new City Hall, with complementary design and sense of scale. • Buildings should be designed to relate well to the existing natural and man-made environment and stay within context in massing, materials, style and color; design of the landscape and hardscape should be coordinated and harmonious with the building design and materials. • Buildings should be constructed and maintained for permanence and longevity; therefore durable, maintainable materials (brick, stone, etc.) should be used; temporary buildings, metal sheds, etc. shall not be permitted. New "Main Street" buildings should complement an established downtown through their architectural character. • Building entries should be visible from the street, well lit, covered or protected from weather, and include significant glazing and glass doors where the public will be entering buildings. Page 17 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines • Awnings, overhangs and arcades are encouraged where pedestrians are expected to walk and shop ; flat awnings are preferred (no barrel awnings) with adequate clearance above sidewalk. • Building design elements should include an expression of a building base (of brick or stone), a middle, and a top with cornice elements at the top of the first floor and the top of the building. • Buildings should be designed with "four-sided architecture", using the same quality materials on all sides: • all facades shall be articulated with a variety of materials, glazing, awnings, or other details to add visual interest; • roof lines and cornice details shall be completed in a three-dimensional manner so that the features on the back of the roof or similar unfinished areas are not visible; • the front fagade may have a unique design or more significant glazing. • Buildings should be oriented to the street with fully articulated street facades based on traditional storefronts (doors and display windows) along the sidewalk. • Zero Lot Line commercial buildings are allowed and highly encouraged on all streets within the downtown district. • Along CR 8 and Hwy 61, entrances may be oriented to a side or rear parking lot, as long as the entry also has good pedestrian access and visibility from the street, and any building wall along these streets must contain significant amounts of "real" windows. • Equipment, mechanical systems, transformers, trash enclosures, etc. must be screened from view in a way that is integral to the architecture of the building with similar materials: • metal fencing or a mechanical vent screen alone is not sufficient; • access to these service areas needs to be provided at the alley, side or rear of the building. Rooftop equipment shall be screened from the line of site of pedestrians and integrated into the design and massing of the roof form s r r w ` 47� %.A 0 Page 18 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Parking & Service Areas • Within the downtown CBD, shared parking is encouraged to take advantage of varying parking demands between mixed uses. • Businesses are encouraged to establish or participate in a municipal parking district providing shared, public parking with reductions in required on -site parking. • Parking should not be located between a building and the street or main road the building faces and be distributed around the building, especially to the side and back of buildings. • Parking adjacent to the street should be minimized; • Where a parking lot is located along a street, the same zero -lot -line or setback conditions of the adjacent buildings should be maintained with a wall, ornamental fence, or similar landscape elements to continue the built edge along the street. • Where a parking lot is located along a street, it should be well landscaped and screened with a combination of fencing or wall plantings along the street edge. 6' zone between parking and sidewalk with fence or wall centered in zone indscaped edge combines fence th trees, low shrubs and ground ver for parking lot screening and iffering along the street Page 19 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines • Larger parking areas (over 25 vehicles) should be planned with internal landscaping, pedestrian sidewalks or walkways and be divided into smaller areas where possible: ■ pedestrian walkways provided in larger parking lots should be landscaped, include path lighting, and provide direct access for pedestrians to an entrance of a commercial building; ■ walkways should be raised, paved areas or defined paths distinguished by striping or a change in paving provided that pedestrians are kept safe from vehicular travel on the route to an entrance of a commercial building. �fi Pedestrian walkways through busy parking lots are important because they provide a safe, well lit, direct access to the entrance of a building. Larger parking lots should have pedestrian walkways that are clearly identified and combined with landscaping to break up large areas of pavement. Page 20 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Buildings should be oriented to minimize views of service areas and loading docks from the street; service areas should be buffered with a combination of landscaping and screening; mechanical equipment and trash areas must be fully enclosed and integrated into the architecture using the same materials as the building: • metal fencing or a mechanical vent screen alone is not sufficient; • access to these service areas needs to be provided at the alley, side or rear of the building. Residential buildings (single-family homes and multi -family buildings) should be oriented to minimize views of garages and parking areas from the street: • free-standing or detached garages should not be allowed for multi -family residences. • parking should be located below buildings or underground where possible. Below -grade parking: side or rear access. Garages should not be as invisible from the street as possible to create a traditional neighborhood feel. Page 21 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Signage • Downtown signage is critical to the character of the area, especially at night; all downtown signage is subject to careful review with the City and must comply with all zoning and ordinance requirements for size, placement, materials, etc; • Signage and graphics should be integral to the building architecture or used as a decorative design element. Back -lit, box signs are not acceptable downtown. • Decorative neon, moving or other decorative sign types are desirable only when displayed within storefront window interiors of downtown buildings. • Corporate chains are encouraged to customize their architecture to express their design "brand" within a design, context, and material appropriate to the character of downtown Hugo. Projecting or Hanging Sign Wall Sign integrated into the building design I IL Awning sign should be located. awning - or fringe Pmjesdirtg or Hanging Signs, Building Face & Mndum Signs. Page 22 of 23 Hugo Downtown Framework Plan Final Plan & Design Guidelines Open Space and Storm Water Management New development should provide both private and public usable open space, plazas etc; these spaces should be connected to existing or proposed trail and sidewalk networks. • The downtown area should plan cohesively for storm water management and for improving the water quality of Hugo, however, where possible rain gardens or similar infiltration and holding areas should be integrated into the design of parking areas; design which harmonizes more groomed and landscaped areas with more natural landscape is encouraged: and soil provide filtration • Storm water ponds, rain gardens and other storm water management or holding areas shall be designed to be attractive in both flooded and dry conditions; use of native plants for filtration around pond and wetlands and other sustainable design approaches to site and landscape design are encouraged: -1 Filtration Egg Lake Vegetation More formal Trail or and groomed Sidewalk landscape Page 23 of 23 A 5,665 SF Cattle House Restaurant is proposed as phase 1 of the city owned property on Hwy 61 and Egg Lake. The restaurant will be a family style steakhouse and bar with a brand that reflects a local and organic menu for gathering families and events. The building is designed to accommodate a future 200 capacity event center that would share the kitchen facility. The developer/ owner Tony Harmening has extensive catering experience that will be beneficial in orchestrating community gatherings. SITE PLAN FEATURES The entire site is master planned to accommodate the restaurant and parking in phase 1 with room for a future event center. Future phases have been planned to provide buildings along the highway for an urban character. The plan takes advantage of views to the lake as well as maintaining views of the lake from Hwy 61.The street is lined with extensive landscaping and 16' tall decorative light pole fixtures to reinforce the pedestrian experience. The entire site has pedestrian connections throughout with trails along the lake and connections to other structures. A large outdoor wood deck is over looking the lake and the building is situated to take advantage of the views. Along the lake is a variety of walking surfaces including wood plank and concrete and features multiple opportunities for interacting with the lake with benches, fire pit and a seasonal dock. The restaurant is surrounded by recreational activities such as horseshoes, corn hole toss in the summer and broomball, snowmobiling and fir pit in the winter. On off- peak hours a farmers market with local vendors could occur in the parking lots that could reinforce the organic and local branding of the restaurant. These activities would be a great way to gather the community. ARCHITECTURE The restaurant interior will have an industrial barn -like feel with heavy timber beams and large open ceilings. Fire places are located in the entry as well as the lounge area. The exterior architecture is designed with a large sloped roof that opens up to the lake. Horizontal cornices, awnings and window frames are reflective of prairie -style. Large overhead glass doors open up to the deck and window patterns with upper transoms reinforce the prairie -style. The large sloped roof and simple box -shaped massing takes its cues from the grain silos across the highway as well as prairie style forms. The tall stone mass has a great presence as you enter the site and provides a grand backdrop for the sign. This tall mass also screens the rooftop units by parapet The barnwood facades feature living walls of vines growing on trellises that promote the organic nature of the business. High quality materials such as stone, timbers, glass and barnwood siding combine for a rustic/ industrial vibe. The wall mounted decorative light fixtures feature prairie style horizontal banding and will wash the walls at night to make a warm appearance from the highway and the lake. The architecture of the future buildings would incorporate the same palate of materials established with the restaurant and feature simple massing and windows that are reflective of prairie style. CIVIL ENGINEERING To address stormwater management requirements and to limit impervious surfaces the entire parking lot will be paved with a porous bituminous mixture. The building will be served with sanitary sewer from the existing main that runs along the shoreline. The developer will work with the city to extend a new watermain through the site to provide redundancy to an aging city system. TRAFFIC The first phase access will be on the northen edge of the site. The future phases access would be full access aligning with 146t' Street, and the first phase access would become a right in/ out only. Parking is shared throughout the site and offers easy access for all uses. The ratios for each phase are in line with industry standards for food and retail uses. Retail 10,100 SF 40.4 stalls required 51 stalls proposed Restaurant 5,000 SF 66.6 required 50 stalls proposed (69 installed in phase 1) Event Center (200 seats) 133.3 stalls required 150 stalls proposed Total parking 182 stalls At times of planned events such as farmers market or recreational events the developer would seek temporary permits for parking. In order to attract quality future tenants such as coffee or ice cream, a drive through has been incorporated. r D E S I G N 901 N 3rd St, Suite 120 Minneapolis, MN 55401 tel 612.260.7980 fax 612.260.7990 www.elaniab.com April 10, 2020 Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 Cattle House Restaurant RE: PUD Attributes Dear Rachel: At your request we have reviewed Section 90-141 of the City's Zoning and Land Use regulations and offer the following justification for the use of Planned Unit Development (PUD) zoning for the proposed Cattle House Restaurant. Criteria (1) The establishment of PUD zoning districts in appropriate settings and situations, to create or maintain a development pattern that complies with the city's comprehensive plan. Response: The proposed redevelopment of the site is in keeping with the comprehensive plan and the goals of the City's Economic Development Authority (EDA) which has compiled the site over time for the purpose of redevelopment. Criteria (2) The mixing of land uses within a development when such mixing of land uses could not otherwise be accomplished under this chapter. Response: The proposed development provides a blend of uses (restaurant, event center, retail, and public) that rely on shared outdoor spaces and parking. Development under Central Business District (C-1) would require minimum lot dimensions, setbacks and use restrictions that would alter the character of the development. Strict conformance with the Shoreland Overlay District requirements would severely limit development of the property. Criteria (3) Variations to the strict application of the land use regulations in this chapter in order to improve site design and operation, while at the same time incorporating design elements (e.g., construction materials, landscaping, lighting, open space, etc.) that exceed the city's standards to offset the effect of any variations. Response: The proposed development integrates walkways, plazas, boardwalks and lake access that affords the public access to Egg Lake that would not otherwise be availed in traditional development. The building architecture will have an industrial barn like feel that draws upon a historical small town palate. A downtown streetscape is created with a combination of minimal setbacks, extensive landscaping and decorative lighting. Site Analysis & Planning I Civil Engineering I Landscape Architecture I Construction Services RE: Cattle House Restaurant — PUD Attributes April 10, 2020 Criteria (4) A more creative and efficient approach to land use within the city, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the city. Response: It is the goal of the developer to create a destination where the public gathers as a community for planned seasonal activities focused on the lake and wellness. A dock is proposed to facilitate lake access for peddle boats and canoes. In the winter there may be ice skating and snowmobile races. A farmers market would provide residents with the opportunity to support local agriculture. The high quality restaurant and event center fill an identified need in the community. Criteria (5) Preservation and enhancement of natural features and open spaces, including but not limited to the width expansion of greenway corridors, conservation of wooded areas, development of buffer areas, reduction of impervious surface, and utilization of joint facilities and utilities. Response: In addition to the design elements previously described the site has been engineered to optimize development potential through the use of an innovative stormwater management system that facilitates the infiltration of all runoff through the use of 100% porous pavement. Besides the obvious environmental benefit this allows open space to be used for active and passive recreation rather than stormwater management. The plan avoids direct wetland impacts and preserves mature trees along the shoreline and in the northeast corner of the site. By seamlessly blending the parking facilities for each of the four proposed buildings it is possible to limit the overall number of parking stalls while still providing sufficient parking for large gatherings at the event center and special community events. Criteria (6) Maintenance or improvement for the efficiency of public streets and utilities. Response: The site has been designed to integrate the established intersection at 146t" Street North as its main access. A secondary access to Highway 61 is proposed at the north end of the site. The site utility plan takes advantage of the existing sanitary sewer that bisects the site. The water system offers a needed upgrade to the existing system by looping to provide a redundancy in the system. The site plan provides opportunities to extend the redevelopment to the north and south without the need for additional access points onto the highway. Criteria (7) Establishment of appropriate transitions between differing land uses. Response: The site has been designed with a significant open space buffer to the residential properties to the north east. Landscape screening is provided to the residence immediately to the north while preserving the opportunity for that site to ultimately redevelop in a manner similar to this redevelopment. The business uses to the south of this development are similar in nature and require limited transitions. Page 2 of 3 RE: Cattle House Restaurant — PUD Attributes April 10, 2020 Through the use of a PUD zoning the applicant is requesting the following flexibility from the zoning code: Shoreland Overlay District — Regulation — Recreational Lake Requirement Proposed Variance Requested Minimum Lot Area 25,000 sf 83,653 sf No Minimum Lot Width 100 ft 248 ft No Structure Setback 125 ft Deck 49 ft Building 75 ft Yes Structure Height 25 ft 22 ft No Impervious surfaces within setback 25% 25% No Dock Area 600 sf 1310 sf Yes Dock Length 100 ft 155 ft Yes Dock Width 6 ft 8 ft Yes Central Business (C-1) District — Requirement Proposed Variance Requested Front Yard Building Setback 10 ft loft No Side Yard Building Setback 0 ft loft No Rear Yard Building Setback 30 ft n/a No Parking Setback to ROW 10 ft loft No Parking Setback Side Yard 5 ft 4.33 ft at drop off Yes Landscaping (% of parking area) 5% 4.9% Yes Parking is addressed in the provided project narrative. If you need additional information do not hesitate to contact me or a member of the design team. Sincerely, e%' t Steve Johnston, PE Principal Engineer Cc: Elan File #ARC19010 Tony Harmening Kathy Anderson Page 3 of 3 Model: Chateau 1760LLU Finish: BK (Black) sk — - W��-4 �1{ - { i 1 _ - 1 - 1p �4�r�ra Eclipse Galileo "Aurora" XL3 Dark Bronze 3.25" Wide x 30" Tall x 4" Cultured Stone Veneer Exterior Composite Decking Sierra Premium- Shake Sample rk, Premium- Shake Stained 3laple ena SPrenu48 .SS b4plr ■A-hered char �d ■ - ■ bad. ■ Primed Sena ftm,- tihak, R,1­1 - - Fiber cement pikw-1 craekrotrcdelmiate. Ptad.n er mt 5perifiradan9.1. Ihl 8 keII1Fnonunmx Fiber cement panels withstand extreme weather eoadhions. 186 Al /Imo' YL'eigl, I8 66: per parel/ Shake mailable in primed. prellnished In an, mlor and 116s, MN ft 5`pre-finished stain mlces. (.Nartufxtumd M- N, khark Prnefuns, In". 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Please contact Lu , Company before using this sample for future projects_ The intent and purpose of this sample is to provide 2 basic tepresentation of Dryvit Systems, Inc. finish textures and colors. It is offered as a sales aid only to guide in final color selection. Actual color may vary slightly. The approved sample(s) for each project mist be kept at the jobsite. It is the responsibility of the owner or owner's representative to verify that the act ial finish material provided matches the approved sample odor to finish installation. Texture may appear Slightly different from the sample, depending on the tools and techniques used by the Dryvit contractor on the project. Exterior Synthetic Stucco (EIFS) 146TH STREET NORTH I I 1 I ' 1 � I I ' I I 1 ' I I g32.7 ' 'EX. B RIM g32.1 R EX. CB INV-g27.4-� i 12IM=g32.4 0 / L INV=g27J g32.6 �� 9 g32.4 0 CB Q IIIX=g32.3 INw=g28.1 �- y Q " g33.4 932.7 Zy • Y� I 1 z - x 34.c LOI Ln L 933.5 I r' EX. CB ' T ' PIr1=g33.8 EX. B PIr1= 33,5 F — \V= 2g.2 —� V � /FUTURE BUILD LOCATION 1 1 ; - -_ J m ' FUTUR! � fl 934.1 GJ � RCP (PFK PLAiv) k' aJ o � FUTURE - / �� xg35 2 F�U�E CURB CURB EX. FES i Ii 0 J O 0Z I LU I I � _ / \ ",SW CO2NER OF LOT 2 OF KENNETH N. I ' GPANGE2 ADDITION ---- 20" UTILITY EASEMENT ' ' J PEP- DOC. NO. 324264-v - I o ' 30' UTILITY EASEMENT -- PEP, DOC. NO. 324268___ JLM UTILITY EASEMENT PEP INV=g3I.9 I =g34.8 9�_ _ vX. LOCATION -_ — NV=g2g.7(E) k /� F 30 UTIL �T PE2 p \NA-EPNAIN --- c- '�� °C. SUMP=g2q.4' O �, EX. CB-- Z -E"LY R/W LINE OF ' RIN-934.1 US HWY NO. 61 NVg2g.6 �� m CIO,� r EX. CB-- ��= i v � RIM=g34.3 LO 3 INV=g2g.g ' EXISTING SIGN I L0� 14 ` SIGN TOP= g48.2- F Tu F L2 Xg35.6 19� F 00 ' 4( ? I 9 34,E vo / O cn O S78 °02 24 I P.O.B. 80 110 f�0 �RB D)I'Y _ S89°54'43"W 770.38 _ NO2TH LINE GOV'T LOT 4, SEC. 20, TWP. 31, RN(;. 21 z LLJ w Q - LU Z - I OF V✓ r- n / A / r- —/— / / n / V ILL ♦ r\ n ♦ r- r\ n rl rl / -- \ A / l \l l \l F- l /--1 / /A\ l \ L— I 11 V L— l I I I V \/ \ — 1/ I/ V\/ L— l 1 / I L/ L/ l l l\/ l V --10" UTILITY EASEMENT O PER DOC. NO. 324266 —--------------!--J -Fx_ r1H `--20' UTILITY EASEMENT PER DOC. NO. 324263 6' 97 - � 4.47 / xg30.` I /---W"LY LINE OF LOT 1 i 3 OF KENNETH N. / - g2ga I I �t GRANGER ADDITION q2q w m g27.g ICO CO O oLn B< \ O o 7' oS,IE / �� N� 1°S9'gg / '-__ --64" UTILITY EASEMENT / R NC i PEP DOC. N0. 755836 SU i /- SURVEY LINE LOCATION AS SHOWN ON WSB SURVEY ='_30" UTILITY EASEMENT PER DOC. NO. 324272 UTILITY EASEMENT PE2 DOC. NO. 324274 \\\�------30" UTILITY EASEMENT PER DOC. NO. 324273 --__=--==--30' UTILITY EASEMENT PEP DOC. NO. 324275 --------30' UTILITY EASEMENT PER DOC. NO. 324276 \`--30" UTILITY EASEMENT PEP DOC. NO. 324277 -30" UTILITY EASEMENT PER DOC. NO. 32427q I I I I I �I ------ SURVEY LINE LOCATION AS SHOWN ON WSB SURVEY UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET NUMBER(S) 193261460. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. LEGEND: FOUND MONUMENT FIRE DEPT. CONNECTION O SET 112" IRON PIPE HYDRANT MARKED RLS NO. 25718 0 CURB STOP v CABLE TV PEDESTAL WATER WELL AC AIR CONDITIONER O WATER MANHOLE OE ELECTRIC MANHOLE wn WATER METER an ELECTRIC METER POST INDICATOR VALVE EP ELECTRIC PEDESTAL WATER VALVE er ELECTRIC TRANSFORMER O BOLLARD L� LIGHT POLE p FLAG POLE GUY WIRE Mg MAIL BOX POWER POLE TRAFFIC SIGN OG GAS MANHOLE O UNKNOWN MANHOLE cn GAS METER SOIL BORING O TELEPHONE MANHOLE X g50.0 SPOT ELEVATION v TELEPHONE PEDESTAL ® TRAFFIC SIGNAL co SANITARY CLEANOUT �o SANITARY MANHOLE CONIFEROUS TREE O or (D CATCH BASIN 0 or ❑ STORM DRAIN DECIDUOUS TREE ® FLARED END SECTION O STORM MANHOLE UNDERGROUND ELECTRIC UNDERGROUND CABLE TV UNDERGROUND FIBER OPTIC UNDERGROUND TELEPHONE OVERHEAD UTILITY UNDERGROUND GAS SANITARY SEWER STORM SEWER WATERMAIN FENCE CURB [TYPICAL] CONTOURS CONCRETE SURFACE leLM DENOTES FOUND JUDICIAL LANDMARK r------1 DENOTES PROPOSED DRAINAGE AND UTILITY EASEMENT L-----J \ NE COP. GOV"T LOT 4, \\ SEC. 20, TWP. 31, PNG, 21 LEGAL DESCRIPTION: That part of Lots 5, 7, 8, 9, 10, 1 1 , 12, 13, 14, 15, and 16 all in COUNTY AUDITORS PLAT NO. 7, as is on file and of record in the office of the County Recorder, Washington County, Minnesota, and that part of Government Lot 4, Section 20, Township 31 North, Range 21 West, Washington County, Minnesota described as follows: Commencing at the Northeast Corner of Government Lot 4, Section 20, Township 31, Range 21, Washington County, Minnesota; thence South 89 degrees 54 minutes 43 seconds West, assumed bearing along the north line thereof, 770.38 feet to the easterly Right of Way Line of U.S. Highway No. 61 ; thence South 11 degrees 51 minutes 27 seconds West, along said easterly Right of Way Line, 1150.20 feet to the Southwest Corner of said Lot 1 5; thence South 78 degrees 02 minutes 24 seconds East, 173.48 feet to the point of beginning of the tract to be described; thence North 1 1 degrees 51 minutes 27 seconds East, 46.00 feet; thence North 78 degrees 09 minutes 34 seconds West, 173.48 feet to said easterly Right of Way Line; thence North 11 degrees 51 minutes 27 seconds East, along said easterly Right of Way Line, 612.17 feet; thence South 79 degrees 15 minutes 40 seconds East, 145.81 feet to the southerly extension of the westerly line of KENNETH N. GRANGER ADDITION, as is on file and of record in the Office of the County Recorder, Washington County, Minnesota; thence North 1 1 degrees 13 minutes 45 seconds East, along said southerly extension, 61.34 feet to a point distant 50.47 feet southwesterly of the Southwest Corner of Lot 2 said KENNETH N. GRANGER ADDITION; thence North 79 degrees 24 minutes 05 seconds West, 145.15 feet to said easterly Right of Way Line; thence North 1 1 degrees 51 minutes 27 seconds East, along said easterly Right of Way Line, 278.07 feet; thence North 89 degrees 54 minutes 43 seconds East, 209.14 feet to the east line of said Lot 5; thence South 00 degrees 32 minutes 40 seconds West, along said east line, 58.99 feet to the south line of said Lot 5; thence South 89 degrees 54 minutes 42 seconds West, along said south line, 75.38 feet to the Northwest Corner of Lot 1 said KENNETH N. GRANGER ADDITION; thence South 1 1 degrees 13 minutes 45 seconds West, along the westerly line of said KENNETH N. GRANGER ADDITION and it's southerly extension, 244.73 feet to a point distant 50.47 feet southwesterly of the Southwest Corner of said Lot 2; thence South 76 degrees 42 minutes 05 seconds East, 274.47 feet to the westerly line of Lot 3 said KENNETH N. GRANGER ADDITION; thence South 00 degrees 20 minutes 17 seconds West, along said westerly line, 64 feet more or less to the shore line of Egg Lake; thence southwesterly along said shore line, 737 feet more or less to a line which bears South 78 degrees 02 minutes 24 seconds East from the point of beginning; thence North 78 degrees 02 minutes 24 seconds West, 1 10 feet more or less to the point of beginning. EXCEPTING THEREFROM That part of Lots 5, 7, 8, all in COUNTY AUDITORS PLAT NO. 7, as is on file and of record in the office of the County Recorder, Washington County, Minnesota: described as follows; Commencing at the Northeast Corner of Government Lot 4, Section 20, Township 31, Range 21, Washington County, Minnesota; thence South 89 degrees 54 minutes 43 seconds West, assumed bearing along the north line thereof, 770.38 feet to the easterly Right of Way Line of U.S. Highway No. 61 ; thence South 11 degrees 51 minutes 27 seconds West, along said easterly Right of Way line, 153.32 feet to the point of beginning; thence continuing South 11 degrees 51 minutes 27 seconds West, along said easterly right of way line, 278.07 feet; thence South 79 degrees 24 minutes 05 seconds East, 145.15 feet to the southerly extension of the westerly line of KENNETH N. GRANGER ADDITION, as is on file and of record in the Office of the County Recorder, Washington County, Minnesota, point being 50.47 feet southwesterly of the Southwest Corner of Lot 2 said KENNETH N. GRANGER ADDITION; thence North 1 1 degrees 13 minutes 45 seconds East, along said westerly line and its southerly extension, 244.73 feet to the northwest corner of Lot 1 said KENNETH N. GRANGER ADDITION, also being the south line of Lot 5, said AUDITORS PLAT NO. 7; thence North 89 degrees 54 minutes 42 seconds East, along said south line, 75.38 feet, to the east line of said Lot 5; thence North 00 degrees 32 minutes 40 seconds East, along said east line 58.99 feet; thence South 89 degrees 54 minutes 43 seconds West, 209.14 feet to said Easterly right of way line and the point of beginning. (PROPERTY DESCRIPTION PROVIDED BY WSB & ASSOCIATES. PROPERTY DESCRIPTION IS CURRENTLY BEING SPLIT THROUGH AN EXAMINERS DIRECTIVE.) TITLE NOTES: NO TITLE WORK PROVIDED FOR THE BENEFIT OF THIS SKETCH. EASEMENTS SHOWN ON THIS SURVEY ARE THE SAME AS THOSE SHOWN ON PREVIOUS SURVEYS OBTAINED FROM WSB AND ASSOCIATES. ADDITIONAL EASEMENTS OF WHICH WE ARE UNAWARE MAY EXIST. EXISTING AREAS: TOTAL AREA = 1 84,61 6 SQ.FT., BEING 4.24 ACRES, MORE OR LESS (AREA MEASURED TO THE ORDINARY HIGH WATER LINE) PROPOSED AREAS: PROPOSED LOT 1 = 83,651 SQ.FT. PROPOSED OUTLOT A = 96,067 SQ.FT. DEDICATED FOREST BLVD NORTH = 4,898 SQ.FT. TOTAL AREA = 1 84,61 6 SQ.FT., BEING 4.24 ACRES, MORE OR LESS (AREA MEASURED TO THE ORDINARY HIGH WATER LINE) OUTLOT NOTE: AT THIS POINT SITE DEVELOPMENT WILL ONLY TAKE PLACE ON THE PROPOSED LOT 1 AND THE REMAINDER OF THE SITE WILL BE PLATTED AS AN OUTLOT. PLANS FOR FUTURE DEVELOPMENT OF SAID OUTLOT INCLUDE SEQUENTIAL PLATTING INTO THREE ADDITIONAL LOTS WITH A BUILDING AND IMPROVEMENTS ON EACH FUTURE LOT. THE FUTURE BUILDINGS AND IMPROVEMENTS ARE SHOWN ON THIS SURVEY FOR REFERENCE AND ARE SUBJECT TO CHANGE. SURVEY NOTES: 1. BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE WASHINGTON COUNTY SURVEYORS OFFICE (NAD83). 2. WETLAND DELINEATION LINES PROVIDED BY WSB AND ASSOCIATES AND HAVE NOT BEEN FIELD VERIFIED. VACATING EXISTING EASEMENTS NOTE: IT IS THE INTENDED THAT ALL THE EASEMENTS AFFECTING THE SUBJECT PROPERTY AS SHOWN ON THIS SURVEY WILL BE VACATED PRIOR TO THE FINAL PLAT BEING RECORDED. NEW UTILITY AND ACCESS EASEMENTS WILL BE RECORDED ONCE THE AS -BUILT LOCATIONS OF UTILITY PIPES AND ACCESS AREAS ARE DETERMINED. NEW DRAINAGE AND UTILITY EASEMENTS WILL BE DEDICATED ON THE FINAL PLAT PENDING CITY ENGINEER COMMENTS. CATTLE HOUSE ADDITION PRELIMINARY PLAT CONTACT: ELAN DESIGN LAB Steve Johnston 901 N 3 rd Street Suite 120 Minneapolis MN 55401 612-2607982 sjohnston@elanlab.com COUNTY/CITY: WASH 1 NGTON C O U IV TY CITY OF H U G O REVISIONS: DATE REVISION 01-16-20 INITIAL ISSUE 04-03-20 PROPOSED EASEMENTS CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Dani hurmes Registration N tuber: 25718 Date:__ 01-_ 1-6 _20--- PROJECT LOCATION: l 4xxx FOREST BLVD. N. PID#2003121240035 PID#2003121240038 -2003121240049 PID#2003121240053 Suite #200 1970 Northwestern Ave Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@ cssurvey .net CORNERSTONE LAND SURVEYING, INC. FILE NAME SURVEDL31 PROJECT NO. EDL1 9031 PRELI M I NARY PLAT -30' UTILITY EASEMENT PER DOC. N0, 324279 I I � I ] Ln I � RIM=g30.0 OF WATERMAIN--- / I INV-g2q.6(N) o . __/ Xg3o0 __ INV=glB.l �3 SUMP=g2q.4' O US HWY N0. 61 30' UTILI Y EASEMEN , ° 9 _ I(PER PLAN) q3h� EX. CB-- X935.8 PER DO NO. 3242 O___Z l I n Q) / RIM=g34.1 ED E OF TALL 1 I Xq2 .4 II a- WE DS/GRASS-1 I p \ PO ER OLE w z I APPROX. LOCATION l T\ O I - / xg34.2 I a� (N WI ES) v EX. CB-- OF WATERMAIN \ c\ i RIM=934.3 ' (PER PLAN) \ 6 L T 13 xg3z5 a I 3 0 INV=g2q.9 LO 14 Xg31.7 _ _ I EXISTING SIGN ° 0" UTILITY EASEMENT 31.1 I 9 SIGN TOP= 948.2-I9 X „ ; 4 PER DOC. 324281--­7_ _ - /00 - s2 X g35.6 x X g35.4 LOT _ - 0 93, OUND PING ED LOT I i g2q.1 37.2 q3'' +�3h. 1 N PIPE (I. - N "LY OF C RNER)- . q35 �/ 11 I'll i 11I EXISTING 75 Xq 4 kBUILDING 3.48 / X g33.0 8°�3 JLM 0 9 / I g35.b `9 4"� rn3k- LOT 15 Icv 9 LO 16 X _ e 5 �' 1 � x 1 I q3A ^� o R J 6 I r 173.48 ) g a � JL I ���� z 934.6 \� �82 g 2 FOUND I/2 INCH IRON 8 1 30 -- - - 3 / z > ---PORTION OF PARCEL EGAL DESCRIPTIONDNOTRIBED LL_--� LJ..I Q - I (-APPROX. LOCATION LU SHOWN AS PART OF THIS SURVEY-/ 0 z OF WATERMAIN \ Q - (PER PLAN) 1 I I I O_ n l LL K l- - l\ l l\/ F- l l- i l\ l I \\ SW CORNER OF LOT 2 --APPROX. SMH Q ] OF KENNETH N. LOCATION ­10' UTILITY EASEMENT O GRANGER ADDITION ----- _ I �\\ / (PER PLAN) i i PER DOC. N0. 324266 /00 II 20" UTILITY EASEMENT > > > PER DOC. N0. 324264-; - � I 66 FOUND I/ 2 INCH IRON `� `�-�------�-------------%/ � //�IJ - / I � / PIPE MARKED "RLS 13115"-, �� I / / �- EX. SMH / EXISTING / / RIM=g33.8 BUILDING / / INV=q Iq.O(N/W) v I I FOUND 3/4 INCH I \ x 7 INV=gl8.8(SW) v IRON PIPE (4.4" cr - NW'LY OF CORNER / L / I 30' UTILITY EASEMENT i - 93s I PER DOC. N0. 324268g\ / JLM q32 q I �q xg33.7 g33.4 �D // UTILITY EASEMENT PER /' 9 / ` �� DOC. NO. 324265-=�_ I \ W `� �` C� ,�20" UTILITY EASEMENT � IEXISTING' ` z ° I g336/�6'o I X132� / PER DOC. No. 324263 BUILDINGS EXISTING I \ \\ I Id x� EX. SI'1%I �0 4� �cS��/ / xg32.3 v Xg32.6 I\ �r Ctij RIM-q 3.6 �� 12 4& / Xg32.4 9� Jr � „ q\Bo I LDI NG q3�\I } INV=g,20.g 711 rO BASKETBALL l 4� / q32 --1_ Xg33.q HOOP POST 145g33.7 I q33' X Y EXTENSION Xg33.7 IO"C / /k 2/ TNH=g36.75--\ U 28 ou X93 9 OF Y LINE OF 70„ / q31 �" -FOUND I/2 INCH IRON a 7" BL / PIPE MARKED "RLS 13115" I 0 NNE / I L ' g32.7 I ql� 30 934.o� .4- \\II GRANGER DTION ED OF TALL Sty / +� xg3o.5 930 Xg2q.q M 1 /---W'LY LINE OF LOT 93 EX. SMH �I EEDS GRASS ^ i 3 OF KENNETH N. 2.4 22 � I R / / / �° , °/ „� q33RIM=g34.5I 'I93s, l 1 0� 1 � _�q2 � ,~5 GRANGER ADDITION I EX. CB a\� 15' INV=g2l.4I ° I L 4 3° \ xg34. / / �� ��� ^h 0128 °� _ � PIH=g32.1 P 1 �/ 20' UTILI EASEMENT / g2g.l °�_ Wu -- o, w- o I n Xg34.4I II FOUND I/2 INCH \ PER DO N0. 324264 +9 Xg32.4 / i �� `� m INV=g27.4- cl)934.6 IRON PIPE , 00 CO EX. CB / 6 t o, g2zq I RIM=g32.4--APPROX. LOCATION 6 -_ R / 8„ . p INV=g27.1 ° OF TERMAIN ' �1ARKED "RLS6617"- / yg31 ) � Cn W _ (PE PL I� X-206 UTILITY EASEMENT 32"-12" pg / 6� \ \ 4 M I ' PER DOC, NO. 32426 / QX 7 \\ 1 _H Og326 1 X 2� I /I \�``�� Xg343 / / �� \ \,I co = g32.4 L J 0\33 2� `L� 7n I ° Xg34.0 q3 '3 Xg34.5 15" / \\ -EX. FES L ` -; I z �'p ( 3.1 q3Z __ �o? 12" L 1E / I 0 INV=g26.8 I E CLEAN -OUT I to / / 3 z M=g33.2 _ -- xg33.8 xg33.6 / C), + 3 Q� N� °89 98 / \� --64" UTILITY EASEMENT I PER DOC. NO. 755836 > IRT=g24.3 I ` 20' UTILITY EASEMENT /03� A- 0' / UN 1 ( ) PER DOC. NO. 32427 CLI I.5 OST/ - g2q.7 / --EDGE OF ICE MEASURED ON 12-05-Iq sz NO LID ON PIPE q2 7 /SURVEY �. w j xg33.3 0�� I p /A / // ICE ELEVATION = OHWL q3�q EX. CB .� `��I LOT 8 RIH=g32.3 \3 \�0 � -SURVEY LINE LOCATION AS I O I -- y NV-g28.1 SHOWN ON WS6 SURVEY _ LOT g FOUND I/2 IN IRON / +�ZA�/ �0 ` CIP WATERMAIN Xg33.4 l s' PIPE MARK "ANEZ" � P -lQ � � � `\ I (PER PLAN) (1.2" Nw" of S VEY / �� ���a UNDERGROUND UTILITIES NOTES: SIN NGLE PO t) / / 2p,/ �Q w� Q��r7QQ / 30' UTILITY EASEMENT �� / / �0 �o �V� i THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM J co Xg34.0 PER DOC. NO. 32427 Xq 4 s, l 0 a� � � � a Q �-��, FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE q33 0 ; . „ -- - / / J�a �� 0� �� Q� �a SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND y. Xg33.4 7 Xg33.g \ QQ - Q v� P Q Q- Q '1327 ° 9,34 93 6 0 a� �� ��`� �� ��o UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, \�Q�P FOUND I INCH IRON PIP ��� j/ /o, �' �Q�V� �oQ EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER y- 33+ (1.3' NW'LY of SURVE / �� j �� �� �� ��Q� a� ����� DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN O Ix LINE LINE ANGLE OINT °O Q 2 )- / ^�4' Qo��o�a ?���p ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES 2211 93 EX. SM 20 / \ 3---- CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE I L j o TIy RIM= q.5 / X / -- Q Q) FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT I EX. CB xg34o fig" �`m INV g18.0- '! �/q25� �' �OgQ�a PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER g33.z RIM=q32 8 STATE ONE CALL LOCATE TICKET NUMBER(S) 193261460. SOME I INV=g28.6 � OT IO Q MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND Xg33.7 Xg32q Xq 2.3 ,'-_ __�- - _-----��� TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE I Z o ARE UNAWARE MAY EXIST. =-�30' UTILITY EASEMENT I O y 24" I q3o 2 I PER DOC, N0. 324272 ro g34.2 I CALL BEFORE YOU DIG! I ^ _, t I I 934 3 C2 i _ -_ Gopher State One Call I �^ J g33.5 ° � �}_ // 3---------'-- 30" UTILITY EASEMENT (9) TWIN CITY AREA: 651-454-0002 Ii \ Xg34.0 ^ o I PER DOC. N0. 324274 TOLL FREE: 1-800-252-1166 ,-APPROX. LOCATION ° I I -- - V I OF WATERMAIN ti+ �8„ Gov i I ------EDGE OF DELINEATED WETLAND AS I � (PEP, ) PLAN �� W PROVIDED BY WSB AND ASSOCIATES Z y I rP )kg30. IO I g34.2 LOT Io + / xg34.2 LOT II EDG OF TA L i�I _- �� k qj Oy -she p I933.5 Xg33.7 WE S/GRA S EX. CB I/� ,TNH=g37.60 _ ^� z �� I II = ----- I I (C`° LEGEND: I EX. CB + v RIH-g33.5® g34.3 -30' UTILITY EASEMENT FOUND MONUMEN T FIRE DEPT. CONNECTION INV-g2q.2 PER DOC. N0. 324273 - I / LOT I I _ _------- O2 0 SET 1 /2" IRON PIPE F� HYDRANT v MARKED RLS NO. 25718 O CURB STOP LOT 12 --3O" UTILITY EASEMENT ry CABLE TV PEDESTAL WATER WELL �► Xg34.5 I I I I PER DOC. N0. 324275 AC AIR CONDITIONER y Xg33.8 I I O WATER MANHOLE q3 OEELECTRIC MANHOLE \ \ I wM WATER METER X q32. EM T ELECTRIC METER ® POST INDICATOR VALVE EP ELECTRIC PEDESTAL Xg34.5 X930.7 I II � � WATER VALVE I er ELECTRIC TRANSFORMER BOLLARD 93I ,• Xg34.8 I g2q.8 --30' UTILITY EASEMENT �. _ LIGHT POLE p FLAG POLE L T 12 PER DOC. N0. 324276 42 rP - - - GUY WIRE Mg MAIL BOX I I \l 1 N T 3 3 POWER POLE POST--14" POST-oSTRAFFIC SIGN 146TH EX. SMH RIM=g35.0 INV=g15.5 STREET NORTH 934.1 �0 I-5" POST Xg33.4 X 32.5 , 6 a 9� I ��� � `--30" UTILITY EASEMENT x6 - - - - - - - - _ _ `, - EX. SMH - - +_ j I W 6 PER DOC. N0. 324277 90 I pJ RIM=g31.0 1 \v A 3 xg3ssINV=glB.q < < m C g35.IX J\ INV=q17. NE/W) I I I ° to 15"RCP (PER PLAN) k I a\) o EX. SMH i i i d c^ Xg352 RIM=g35.4 \� /S S N.jPIpE \` Xg33.6 / h rn INV=g16.2 �PE of I v PLAN) P VI Imo.` a' -- - - - - - - - - - r -- n ° Xg35.5 11 I \ 89 I 1 EX, FES E STMH n� 40' UTILITY EASEMENT xg35.7 NV-g31.q I IM=g34.8 9� q3 PER DOC. NO. 324278 -`== xq3 INV=g2q.7(E) x - r I \ I APPROX. LOCATION _ �-E'LY R/W LINE OF 932 0 _ W � w yw Lu ------- SURVEY LINE LOCATION AS SHOWN ON WSB SURVEY Q I- C) W _Q � � U z� o oQz° Q C.0 Cw5 II I PIPE (LAYED OVER)--- ! p,0,g 0,9' ° 9 __--APPROX. SMH 3m 05 ' DES ,24" k LOCATION g33.5 I I I X034.8 CR/BE0 I (PER PLAN) / g32.0 X 31.8 OG GAS MANHOLE @ UNKNOWN MANHOLE GM GAS METER a SOIL BORING O TELEPHONE MANHOLE X g50.O SPOT ELEVATION rc TELEPHONE PEDESTAL ® TRAFFIC SIGNAL co SANITARY CLEANOUT SANITARY MANHOLE CONIFEROUS TREE ® or O CATCH BASIN ® or ❑ STORM DRAIN DECIDUOUS TREE ® FLARED END SECTION O STORM MANHOLE uE UNDERGROUND ELECTRIC ury UNDERGROUND CABLE TV uF UNDERGROUND FIBER OPTIC ur UNDERGROUND TELEPHONE ou OVERHEAD UTILITY uc UNDERGROUND GAS > SANITARY SEWER >> STORM SEWER WATERMAIN x FENCE CURB [TYPICAL] 1230 CONTOURS BITUMINOUS SURFACE CONCRETE SURFACE QJLM DENOTES FOUND JUDICIAL LANDMARK 0 ILU Q VJOLU Ii _j U Z I LUZi^> J J ILL 0 O Q U N } _ OZ>� o�< 0�V)z w ~ O 1­-0 Z N LEGAL DESCRIPTION: THE FOLLOWING LEGAL DESCRIPTION IS AS SHOWN ON SURVEY PRODUCED BY WSB AND ASSOCIATES. THE SUBJECT PROPERTY IS CURRENTLY BEING REGISTERED AND THE LEGAL DESCRIPTION IS SUBJECT TO CHANGE. That part of Lots 5, 7, 8, 9, 10, 11, 12, 13, 14, 15, and 16 all in COUNTY AUDITORS PLAT NO. 7, as is on file and of record in the office of the County Recorder, Washington County, Minnesota, described as follows: Commencing at the Northeast Corner of Government Lot 4, Section 20, Township 31, Range 21, Washington County, Minnesota; thence South 89 degrees 54 minutes 43 seconds West, assumed bearing along the north line thereof, 770.38 feet to the easterly Right of Way Line of U.S. Highway No. 61 ; thence South 1 1 degrees 51 minutes 27 seconds West, along said easterly Right of Way Line, 1 1 50.20 feet to the Southwest Corner of said Lot 1 5; thence South 78 degrees 02 minutes 24 seconds East, 173.48 feet to the point of beginning of the tract to be described; thence North 1 1 degrees 51 minutes 27 seconds East, 46.00 feet; thence North 78 degrees 09 minutes 34 seconds West, 173.48 feet to said easterly Right of Way Line; thence North 11 degrees 51 minutes 27 seconds East, along said easterly Right of Way Line, 61 2.1 7 feet; thence South 79 degrees 15 minutes 40 seconds East, 145.81 feet to the southerly extension of the westerly line of KENNETH N. GRANGER ADDITION, as is on file and of record in the Office of the County Recorder, Washington County, Minnesota; thence North 1 1 degrees 13 minutes 45 seconds East, along said southerly extension, 61.34 feet to a point distant 52.40 feet southwesterly of the Southwest Corner of Lot 2 said VPKInIGTIA AI rRAAIrGR AnnlTlnnl- thence South 76 degrees 42 minutes 05 seconds East, 274.47 feet to the westerly line of Lot 3 said KENNETH N. GRANGER ADDITION; thence South 00 degrees 20 minutes 17 seconds West, along said westerly line, 64 feet more or less to the shore line of Egg Lake; thence southwesterly along said shore line, 737 feet more or less to a line which bears South 78 degrees 02 minutes 24 seconds East from the point of beginning; thence North 78 degrees 02 minutes 24 seconds West, 1 10 feet more or less to the point of beginning. FOR THE PURPOSES OF THIS SURVEY ONLY A PORTION OF THE ABOVE DESCRIBED LEGAL DESCRIPTION IS SHOWN GRAPHICALLY. TITLE NOTES: NO TITLE WORK PROVIDED FOR THE BENEFIT OF THIS SKETCH. EASEMENTS SHOWN ON THIS SURVEY ARE THE SAME AS THOSE SHOWN ON PREVIOUS SURVEYS OBTAINED FROM WSB AND ASSOCIATES. ADDITIONAL EASEMENTS OF WHICH WE ARE UNAWARE MAY EXIST. SURVEY NOTES: 1. BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE WASHINGTON COUNTY SURVEYORS OFFICE (NAD83). 2. WETLAND DELINEATION LINES PROVIDED BY WSB AND ASSOCIATES AND HAVE NOT BEEN FIELD VERIFIED. CATTLE HOUSE H UGO, MN CONTACT: ELAN DESIGN LAB Steve Johnston 901 N 3rd Street Suite 120 Minneapolis MN 55401 612-2607982 sjohnston@elanlab.com COUNTY/CITY: WASH 1 NGTON C O U IV TY CITY OF H U G O REVISIONS: DATE REVISION 07-09-1 9 PRELIMINARY ISSUE 12-12-19 INITIAL ISSUE 04-03-20 NORTH DRIVEWAY CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Dani hurmes Registration N mber: 25718 Date:_-1 2 =12 _1 9--- PROJECT LOCATION: 1 4 XXX FOREST BLVD. N. PID#2003121240035 PID#2003121240038 -2003121240049 PID#2003121240053 Suite #200 1970 Northwestern Ave Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@ cssurvey .net CORNERSTONE LAND SURVEYING, INC. FILE NAME SURVEDL31 PROJECT NO. EDL19031 TOPOGRAPHIC SURVEY =-i — — m rn ANC z 0/veo o BURL/iyG/GN -__ W p 1 NCT N COUNTy THERN RGADJ REGIONAL US HIGHWAY N p, 61 = _ - — - - RAI �R�A p AU7-H0 _ RITY Ir'0� SMM VICINITY MAP LOCATION MAP fir`• vtams I� II RETAIL / l RETAIL l RESTAURANT I \ 1 I EGG LAKE OHW=926.62(NAVD88) IV\J I I V JL. h1 LL PROJECT CONTACTS FUTURE EVENT k CENTER FUTURE DECK CATTLE HOUSE LLC TONY HARMENING OWNER 18100 FOREST BLVD FOREST LAKE, MN 55025 T (218) 349-4673 ARCHITECTURAL CONSORTIUM KATHY ANDERSON ARCHITECT 901 N 3RD STREET SUITE 220 MINNEAPOLIS, MN 5501 T (612) 436-4030 ELAN DESIGN LAB, INC. STEVE JOHNSTON, PE CIVIL ENGINEER 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 T (612) 260-7982 LANDSCAPE ELAN DESIGN LAB, INC. PILAR SARAITHONG, RLA ARCHITECT 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 T (612) 260-7982 CORNERSTONE LAND SURVEYING, INC. DAN THURMES, LS LAND SURVEYOR 6750 STILLWATER BLVD. N. SUITE 1 STILLWATER, MN 55082 T (651) 275-8969 COMMUNITY CITY OF HUGO RACHEL JUBA DEVELOPMENT 14669 FITZGERALD AVENUE N CITY PLANNER HUGO, MN 55038 T (651) 762-6304 CITY OF HUGO MARK ERICHSON, PE PUBLIC WORKS 6900 137TH STREET N CITY ENGINEER HUGO, MN 55038 T (651) 286 8463 CATTLE HOUSE RESTAURANT NOT TO SCALE SHEET INDEX C-000 COVER SHEET C-001 PRELIMINARY PLAT BY CORNERSTONE C-010 OVERALL DEMOLITION PLAN C-101 OVERALL SITE PLAN C-102 PHASE I SITE PLAN C-201 OVERALL GRADING PLAN C-202 PHASE I GRADING PLAN C-203 SWPPP C-204 EROSION CONTROL PLAN C-301 OVERALL UTILITY PLAN C-501 DETAILS C-502 DETAILS C-503 DETAILS C-504 DETAILS C-505 DETAILS L-101 OVERALL LANDSCAPE PLAN L-102 PHASE I LANDSCAPE PLAN L-501 LANDSCAPE DETAILS E-101 PHOTOMETRICS PLAN & EVENT CENTER HUGO - MINNESOTA PLANNED UNIT DEVELOPMENT (PUD)J, ARY PLAAT, SITE N REVIEW JANUARY 17., 2020 ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 01/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 No lvCj\o NS�� GD SHEET COVER SHEET C-000 PROJECT NO. ARC19010 7v � -, M al / � 00n STMH\z /� PTO RIM-9 CB - �/�/ NV 929.7(E) �� - >> EX. WAS RIM= RIM=933.8 NV-929.6=929.6(N) g ��--- - TON SUMP- PROTECT STORM SEWER - _ - / Q EXISTING SIGN �. - _ _ _ - _ 0(JN% SIGN TOP- 948.2 I EX. C z�� PROTECT OVERHEAD POWER LINE - = / RIM=934.3 `�� REC INV-929.9 ,- --- --- i_ �_ _ = � - _ Nq - ---� PROTECT WATERMAIN s$ �� PROTECT CURB Cly - =3 R Oq --- Y • __°.- - 8"R &GUTTER r A NO - - C \ - - ='� _ T HORS ry ou EX °u >> TING STRIP EX. CB �� _ ❑u - -----------�.-e�----=-------------------- - DHASNOT IE\�BAS ON AERIAL = RIM=932.4 N B R N Z \ --- ° ,�� RIM=933.5 ONFI MED PHOTO _ __ INV=927.1 � --� --_ 2 I T FIELD � REMOVE CONCRETE - w- $'_ - - _ _ OVERHEAD co WALK ------ - ' ' EX CB UTILITY REMOVE REPLACE Z APPROX. LOCATION -° - - = - - _ _ _ E STORM CASTING - c OF WATERMAIN PROTECT SANITARY - RIM=932.8 SEE SHEET C 301 Wi (PER PLAN) MANHOLE - _ - \�� _ _ _ _ _-----8.6-----___ ,,------_ -- - _------ --- - - - EX. S H` - -_ _ --___ --------- RIM=95.4 �W`_ EX. CB INV=916.2 �W °- ° °u --' - RIM- I N V- 9313 PROTECT GAS EX. CB \ RM 932 1 PROTECT HYDRANT _ - W - _ _ _ _ =927.4 I SB-\ ` _ 4 - - _ PROTECT POWER POL & GUTTER URB RELOCATE HYDRANT RELOCATE SIGNAGE PROTECT STORM - RELOCATE POWER POLE / PROTECT CURB - - W- U_ � REMOVE POST CATCHBASIN _ -- -_ ��ll IITTTT / I� RRCONCRETE ' - -- °u G _ - ______ WALK RMAIN - w ' 8I E �8" % „ CP WAT - - ou REMOVE EXISTING DRIVEWAY PROTECT WATERMAIN 20' / \ R PLAN) COORDINATE WITH HOME OWNER /\ gg_g r / r I � TO REPLACE NEW DRIVE CONNECTING FROM NORTH CURB \ / 2 REMOVE CONCRETE 2 / LINE SB-1---------- - p WALK fps" PROTECT SANITARY SEWER0-15#' TWIN / i i SB-14 10' --- jl REMOVE TELEPHONE ® / 18"QUAD I I PEDESTAL -_ REMOVE TELEPHONE - - -4 iSB- PEDESTAL *SB-7 REMOVE TELEPHONE B-15 10' - �OVE SANITARY SEWER TO �711 SB-5 REMOVE TELEPHONE��PEDESTAL EX. CLEAN OUTPEDESTAL -_--/Co RIM=933.2 PROPERTY LINE \/ SB-2--------��---- EX. SMH 1 --___- ------ �, DIRT=924.3 - r� o RIM=931.0 � REMOVE SANITARY MANHOLE I o c M o m _ / (NO LID ON PIPE) o o N V918.9(SE) a �� REMOVE SANITARY REMOVE TELEPHONE ,- o INV-917.3(NE/W) F-, / 0 o m lg• CLEANOUT � PEDESTAL � co zo m o SB=3--------'' o / 24"DBL - --_- SMH Ci o r E D / 71 PROTECT SANITARY,$EWER------__ - REMOVE SANITARY RI = 21.4 > -------_ I -92L4 v PROTECT SANITARY ' ----'- D---_- - SEWER Z Z r' z N MANHOLE < ' - / ` �L v� <it M 0z viv i _�RIM=929.5----- SB 1710 �o_---- ----- _ PROTECT SANIT R\ NV=98.0 SB-10c I - z m < 24r D ' 20 --MANHOLE v RDE/v Om -- wL �'i� w� _ wL� \ POWER POE E N) \ < _ `\ \ P PIPE PROTECT SAN ItARY i o m \� ----_ - {W\ WIRES SB-8i </_ ` MANHOLE ` SB-1'12D'i _ �` z � li i _/ J / PROTECT SANITARY -II APPROX, SMH wL� ` 13"DBL9v / �' MANHOLE / LOCATION ` 4< - / �� (PER PLAN) y - -y I ------ w � ----- V� - ' �. \ N rm --- EX. SMH i EDGE OF DELINEATED \ /ssq . ` Jo o RIM-933.6 WETLAND AS wL\ ?�/ / %wL < �\ V\`. \ \ INV=920.9 t > PROVIDED BY WSB c / AND ASSOCIATES REMOVE POWER POLE Ex SMH v - � �� �� �. � �� � z � RIM-91 r- / \ o NV-918. N. \Cn HWL 928.5 ���"1 �� `� �� 4'DBL -- ` PROTECT SANITARY SEWER 7 EGG 0 ' F_0 OHW=926.62(NAVD88) SB 1220' DEMOLITION NOTES EDGE OF DELINEATED L \24" 5°15"`� p ` ` WETLAND AS WIL \� �� �� �` 70' 6" PROVIDED BY WSB ' wL \\ V vv v\ Av ` 1. BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY TAKEN FROM SURVEY PERFORMED BY AND ASSOCIATES } 24` w� \� \ 24" co X CORNERSTONE LAND SURVEYING, INC., ON DECEMBER 12, 2019 EXPRESSLY FOR THIS PROJECT. ELAN I �� r \� 8 DESIGN LAB CANNOT GUARANTY THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. VERIFY ALL \\ \ �� REMOVE BASKETBALL on o Cn _ 0 0 f - FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY 0 \L� �� v �\ _ __ 32"-12" DBL HOOP POST EDGE OF ICE MEASURED ON _ - DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE \ ��if ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 12-05-19 i `. \ EDGE OF TALL v' ICE ELEVATION = ASSUMED OHWL ��`� ����`� AEDS�GRASS ��� o 2. CONTRACTOR SHALL BRING ANY CHANGED OR UNFORESEEN CONDITIONS THAT COULD RESULT IN FOUND FADED WETLAND --' I I \ �. \ 4"TIP R\ r \ 7"DBL PROTECT TREES ADDITIONAL COST TO THE ATTENTION OF THE OWNER AND ENGINEER AS SOON AS THEY ARE DISCOVERED DELINEATION FLAG \` \, \ \-- (TYP) z < SO THAT THEY CAN BE PROPERLY DOCUMENTED. FAILURE TO NOTIFY OR COVERING UN -WITNESSED WORK (TYP.) \ \ \`� J 10"CL`L�M o D SHALL RESULT IN REJECTION OF CLAIMS FOR ADDITIONAL COMPENSATION. `� \ w m �\ N K 8 m 3. PROTECT ALL STRUCTURES AND LANDSCAPE NOT LABELED FOR DEMOLITION FROM DAMAGE DURING V 1 �1° D 7 CONSTRUCTION. ANY ON -SITE OR OFF -SITE AREAS DISTURBED DIRECTLY OR INDIRECTLY DUE TO ` \ PROTECT TREES � � � � \ � p REMOVE VEGETATION CONSTRUCTION SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING (TYP) CONDITION. CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY CIVIL PENALTIES RESULTING FROM THEIR 1\7 \ \ WORK UNDER THIS CONTRACT. 4,4 4. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON -SITE. ALL DEBRIS SHALL BE HAULED OFF -SITE TO A V L DISPOSAL AREA APPROVED BY APPROPRIATE GOVERNMENTAL AUTHORITIES FOR THE HANDLING OF DEMOLITION DEBRIS. WORK SITE SHALL BE LEFT IN A CONDITION THAT MINIMIZES EROSION POTENTIAL ON A NIGHTLY BASE. \ 5. LIMIT CONSTRUCTION ACTIVITIES TO THE CONSTRUCTION LIMITS SHOWN ON THE PLAN. IF WORK NEEDS TO EXTEND TO PUBLIC STREETS OR RIGHT OF WAY IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPLY FOR ALL PERMITS, PREPARE ALL DRAWING AND PAY ALL FEES AND COST. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCES. \ \ r EDGE OF DELINEATED \ 6. CONSTRUCTION ENTRANCE SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS. WETLAND AS SEE SHEET C-202 AND C-201 FOR ALL EROSION CONTROL MEASURES AND APPROPRIATE STAGING AND LEGEND PROVIDED BY WSB I SEQUENCING. AND ASSOCIATES \ / I EX. SMH 7. PROVIDE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS \ RIM-933.8 AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT ,'. REMOVE CONCRETE i / INV-919.0(N/W) THE LIFE OF THE PROJECT. 1 _ __ I I� � i � I I INV918.8( S(SW) 8. REMOVE ALL EXISTING SURFACE SITE FEATURES INCLUDING, BUT NOT LIMITED TO CONCRETE APRON, SITE REMOVE CURB & GUTTER ,/ LIGHTING AND RELATED FOUNDATIONS, SIGNAGE AND RELATED FOUNDATIONS, AND LANDSCAPING WITHIN / THE CONSTRUCTION LIMITS UNLESS NOTED OTHERWISE. X REMOVE STORM SEWER \ I I I 9. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH THE LOCAL UTILITY COMPANIES. ELECTRIC y HANDHOLES, PULLBOXES, POWERPOLES, GUYLINES, AND STRUCTURES DISTURBED BY CONSTRUCTION I ACTIVITIES TO BE RESTORED IN ACCORDANCE WITH SPECIFIC OWNER REQUIREMENTS AT CONTRACTORS � -P L EXPENSE. o­1 a OVERALL DEMOLITION PLAN Z z om 1" = 30' J > Know what's below. � � Call before you dig. 00m w z OAK STREET 30 CC] SCALE IN FEET ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW oz/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the statey,Qf�ll A. 0si4 ONS� C Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET OVERALL DEMOLITION PLAN C-01 0 PROJECT NO. ARC19010 �P PARKING SE m CY) z= /-PARALLEL PEDESTRIAN RAMP EXISTING PEDESTRIAN RAMP OBE t=--_===___- CTON COV NTY REGION HIC -- _=- RAILR r HwAY NO. - O US qp 6 I A v � THORIT �. Y Z TBACK � r 8' NE O V RIGHT OF WAY 80 W / 18, lot chi I 24' / 18, / I 9.3' ° 12' PYLO� SIGN _ 2 r - �zl 6.67' DRIVE THRU — o 16' WINDOW ° 10'BUILDINGS 3 ' v, ETB �I l F F / F-F 16' RETAIL e ' 80' ACK 2,500 +l- SF. °� I ° ° 20'DRAINAGE& UTILITY EASEMENT TRASH ° ° / / ° 20' RETAIL FUTURE DRIVEWAY Y / ENCLOSURE / / ° ° ° °°/ o CONNECTION I / ° 38, U/' OUTDOOR 4,000 +/- SF. Q O ° ° I SEATING AREA U ° f° ° C I 7yp 8' g / TRASH / 0 ° ° WALK CONSTRUCTED IN .i�*� , o / "' �►' / ENCLOSURE / ° PHASE II 6° _ I 125' SHORELINE SETBACK FUTURE WALKWAY ° 99' j, N I 8' 8 CONNECTION I /Q / T' yP/ L� 1 r— 10, BIKE RACKS _ FF � \ ISLANDS I _ J RETAIL / 11' 6 4'5\ CONSTRUCTED -ITV_ I PHASE II FUTURE WALKWAY 3,600 +�- SF. / / � / ° I -I-_ CONNECTION / 30, / 30' DRAINAGE & ° / UTILITY EASEMENT P2 BIKE RACKS 30' DRAINAGE & UTILITY EASEMENT SEE ELECTRICAL SITE PLAN FOR STREETSCAPE LIGHTING o 8' NEW RIGHT - I OF_WAY 10' PARKING ° '' 21 SETBACK 24' T20' DRAINAGE & UTILITY EASEMENT 0 D4 34 _ 125' SHORELINE SETBACK 24' e 18, -� 1 NOTE: PROPOSED RE -STRIPING SUBJECT TO ADDITIONAL FIELD WORK AND MNDOT LEVEL 2 LAYOUT REVIEW PROCESS PERPENDICULAR PEDESTRIAN RAMP ti5 CO PARALLEL PEDESTRIAN RAMP o 24' 8' FF i -o N �9, , I_ p/ 80 a 80 I wj o �I m _ Q \ _hz I r LIGHT POLE � y ° ° \ ' x Qj CONSTRUCTED IN ' PHASE II BIKE RACKS ` \ RESTAURANT ° \\ ® 6 5,700 SF. \ 5' GARDEN POND EASEMENT \ ' ° o_ — SETBACK w w� / w< � \ � \ - ® \`\ � TRASH wL �� �\ \ \ _ \ � \ • ° ENCLOSURE / \ \ \\ FUTURE EVENT 3 / CENTER POTENTIAL FUTURE DRIVEWAY CONNECTION \\�� 3,985 SF. EGG LAKE r \ \ \ �` POND EASEMENT \� \ \ \ EASEMENTDRAINAGE & UTILITY OHW=926.62(NAVD88) v\ NORTH > �> _ INFILTRATION wL wL v� BASIN \ ` Wl C �` �� �� / / � CD F9 WOOD BOARDWALK FIRE PIT SITE PLAN NOTES SEASONAL DOCK UNDER DECK INFILTRATION BASIN/F- 1. DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIOR = = - _ _ FOR FLAT ROOFED EDGE OF OPEN WATER FACE OF BUILDING UNLESS NOTED OTHERWISE. _ _ PORTION OF BUILDING PROJECT SUMMARY = 10' PUBLIC TRAIL EASEMENT �� \ NO HARD SURFACED TRAIL TO BE CONSTRUCTED ADJUSTED TO RESTAURANT. SETBACK SUMMARY TRAIL CONSTRUCTION TO NORTH BY BOCCE BALL \ PARKING SUMMARY �� OTHERS IN FUTURE \ \�`��/ \ / COURTS ZONED C-1 CENTRAL BUSINESS REQUIRED PROPOSED N. 4-1 REQUIRED PROPOSED �\ DRAINAGE & UTILITY / \ FRONT YARD BUILDING SETBACK 10, 10, �\ EASEMENT \ / DRAINAGE &UTILITY SIDE YARD BUILDING SETBACK 0 10, RETAIL 40.4 STALLS 51 STALLS \\ \ \\ \<- REAR YARD BUILDING SETBACK 30' N/A RESTAURANT 66.6 STALLS 50 STALLS (69 STALLS IN PHASE I) \ \\ \ � \ EASEMENT \ RIGHT-OF-WAY PARKING SETBACK 10' 10' EVENT CENTER 200 SEATS 133.3 STALLS 150 STALLS \ \\\ \ \ / 10' TRAIL EASEMENT PROPERTY PARKING SETBACK 5' 4.33' AT DROP OFF \\\ \ w \ TOTAL PARKING 182 STALLS \\\\\\ HWL 928.5 AREA SUMMARY (MEASURED TO OHWL) 6 - 8'X18' ACCESSIBLE STALLS \\\ EDGE OF DELINEATED WETLAND \ / 176 - 9'X18' STANDARD STALLS \\\ PROPERTY AREA 184,616 SF. (4.24 AC.) \\�\ EDGE OF ICE MEASURED ON 12-05-19 \ n ADDITIONAL RIGHT-OF-WAY 4,898 SF. PROPOSED BICYCLE 10 BIKE RACKS - 20 SPACES \ ICE ELEVATION - ASSUMED OHWL PROJECT AREA 179,718 SF. (4.13 AC) \\ LAND USE EXISTING AREA OUTSIDE SHORELINE SETBACK WITHIN SHORELINE SETBACK TOTAL PROPOSED BUILDING 0 SF (0%) 7,863 SF (10%) 7,937 SF (8%) 15,800 SF (9%) FUTURE BUILDING 0 SF (0%) 77 SF (0%) 3,908 SF (4%) 3,985 SF (2%) \\ PAVEMENT (WALK/ DRIVE/ PARKING) 0 SF (0%) 12,087 SF (15%) 13,055 SF (13%) 25,142 SF (14%) TOTAL IMPERVIOUS 0 SF (0%) 20 027 SF (25%) 24 900 SF (25%) 44 927 SF (25%) \\� � / I PAVEMENT 0 SF (0%) 44,209 SF. (54%) 24,646 SF (25%) 68,855 SF (38%) \\POROUS PERVIOUS TOTAL PARKING LOT AREA TOTAL LANDSCAPED INTERIOR 179,718 SF (100%) 16,805 SF (21%) 49,131 SF (50%) 65,936 SF (37%) 179,718 SF (100%) 81,041 SF (100%) 98,677 SF (100%) 179,718 SF (100%) 71,752 SF. 3,508 SF. (4.9%) LEGEND CONCRETE SIDEWALK/ PAVEMENT PERVIOUS AREA WOOD BOARDWALK/ DECK PLAY SURFACE \\\ / \\\ \\\ (REQUIRED 5% MIN., 100 SF. MIN AREA) \\\ OVERALL SITE PLAN ill =30' • Know wha 's below. Cal before you dig. OAK STREET 30 0 SCALE IN FE T ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 02/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Profess io eer under the laws of the state�f�ll A. `per` ONS' G Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET OVERALL SITE PLAN C-1 01 PROJECT NO. ARC19010 — I I 4' CURB 2 10'PARKING SETBACK I OPENING C-501 671 I I 1 EDGE OF BITUMINOUS IN PHASE I a I CURB/ WALK CONSTRUCTION IN PHASE II I L WHEEL STOP 12 ~ (TYP) C-501 18, 8' — _ LIGHTING (TYP) F.F _ R1O _ \SyDRFl7iyF — _ C-502 o N POROUS-PAVE-MENT & UTILITY IAl SECTION (TYP) — _ _ EASEMENT PHASEI TEMPORARY '--__ ��o PARKING \ o TO- R3.67 ° � ° e o 24' C-0 ° Q PERPENDICULAR PEDESTRIAN RAMP B612 CURB & GUTTER 8 COMMERCIAL CONCRETE (TYP) C-501 DRIVEWAY IS TING RAIL SECTION 5 � NGPRO.ERTYLINE (TYP) C-502 s NEW RIGHT o OF_WAY LINE PARALLEL LRESIDENTIAL 10'BUILDING ° o PEDESTRIAN RAMP DRIVEWAY SETBACK STOP SIGN CONNECTION FROM ° CURB LINE N 9, 9, TYP 1 TYP ACCESSIBLE CURB RAMP (TYP) LIGHTI G (TYP) 1 C-50 ' 1 \&> POR US — _ P VEMEN SECTIO — — LI HTING ( YP) ° 6 — _ BIKE RACK (TYP) 6.67_ r 4 INTEGRAL CURB 9 SIDEWALK JOINT ° C-501 AND WALK (1"Yfl C 502 �Y) ° \ \ ACCESSIBLL \ , 15 Cl?M CURB RAMP (TYP -'-- ^ p WOOD RAMP ° \ CONCRETE SIDEWALK 4 -' — — PAVEMENT ° 7 ACCESSIBLE ° \ ° R10' \ o' _ — C-502 TY N TI SECO(P) --9'--- C 501 CURB RAMP (TYP) \ \ ° — _ _ _ 4. ° 1 RESTAURANT \ c \ _ 30' DRAINAGE & UTILITY EASEMENT M CONCRETE WALK---' � w UNDER DECK INFILTRATION BASIN ' RIBBON CU`RB TEMPORARY VERTICAL �b PLANTING ALONG WALL r r �•• _ SEE LANDSCAPE �„♦' A WOOD STAIR \e \ tk9 it 3-6" RISERS \ `' TARLABLE HEIGHT♦� WOOD DECK \� INTEGRALCURB ♦+-_ \ RAIN GUARDIAN 10 / WL \ FOXHOLE wL \ wL C 502 - WL BOARDWALK 11 \ (TYP) C-501 END PERMANENT / BOARDWALK AT OHWL 7YP R.6CO \ ° B612 CURB ,s C-501 & GUTTER (TYP) 5,700 SF. . 6 ° ACCESSIBLE �s C-501 SIGNAGE (TYP) DROP OFF SPACES 0 \ CURB TRA%ITION _ _ TPOND EASEMENT L FROM 1302 TO _� \4 \ \ ° Tt \\ \ \ SEASONAL DOCK 10' WIDE WOOD \ BOARDWALK LVL wL FIRE PIT 10 C-501 ACTIVE LAWN EDGE OF OPEN WATER PHASE I SITE PLAN WL EXISTING TREES EDGE OF DELINEATED - WETLAND 10' PUBLIC TRAIL EASEMENT - NO HARD SURFACED TRAIL TO BE CONSTRUCTED ADJUSTED TO RESTAURANT. TRAIL CONSTRUCTION TO NORTH BY OTHERS IN FUTURE EDGE OF ICE MEASURED ON 12-05-19 ICE ELEVATION = ASSUMED OHWL III T1��8.16� _ 24 " MONUMENT SIGN i 3 BITUMINOUS C 502 PAVEMENT SECTION _I CD CD I � j 1 � � I CO 1 1 QI „'ml m POTENTIAL FUTURE C I GO COMMERCIAL DRIVEWAY z CONNECTION �1 m� z z R50' m 1 � I 2 CONCRETE I C-502 PAVEMENT SECTION 5' Gq RDEN Rao, 7 CONCRETE C-502 PAVEMENT JOINT I (TYP) PARKING SE ° ° o ETBACK CURB TRANSITION 5 / \\ 12'X 26' TRASH & FROM B612 TO RIBBON C-501 ° °° RECYCLING CURB TYP o \� ° ENCLOSURE RIBBON CURB \ / C-501 \ 33' ♦ \\ FUTURE EVENT L \ \ Y DRAINAGE & UTILIT EAS CENTER \ v� 3 985 SF. FUTURE �a@ FUTURE WALK \ \ _ �\ \ �� \\ EXISTING TREES \ \ \ \ D E K �POND EASEMENT I \ / 453' / NORTH INFILTRATION / BASIN FUTURE WOOD \�®®` .% /� \ \ \ STAIR /i 414 Ro 4f co 41 41 wt \ BOCCE BALL 9 C-501 COURT (TYP) WL 928.5 \ \ < \ \ \ \ \ \ \ \ 1 EXISTING TREES \ \ \ & VEGETATION \ DRAINAGE & UTILITY \ a EASEMENT 10' TRAIL EASEMENT TRASH & RECYCLING TRUCK CIRCULATION 1"=50' SITE PLAN NOTES 1. DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 2. MEET AND MATCH EXISTING CONDITIONS. PROVIDE PROPER TRANSITION AS NECESSARY. 3. ON -SITE CURB TO BE B612 CONCRETE CURB & GUTTER UNLESS NOTED. 4. ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT A MAXIMUM OF 100'-0" AND CONTROL JOINTS AT A MAXIMUM OF 10'-0". 5. ALL PARKING STALLS TO BE PAINTED WITH A 4" WIDE WHITE STRIPING. ACCESSIBLE SYMBOLS TO BE PAINTED IN WHITE AND ACCESSIBILITY ACCESS AISLES TO BE PAINTED WITH A 4" WIDE WHITE PAINTED STRIPE 18 INCHES ON CENTER AND AT 45 DEGREE ANGLE TO STALL, WITH NO PARKING' MARKED NEAR THE DRIVE AISLE. REFLECTORIZED PAINT SHALL COMPLY WITH MNDOT 3592. PHASE I SUMMARY AREA SUMMARY LOT 1 83,653 SF LAND USE EXISTING AREA BUILDING 0 SF (0%) FUTURE EVENT CENTER 0 SF (0%) PAVEMENT (WALK/ DRIVE/ PARKING) 0 SF (0%) TOTAL IMPERVIOUS 0 SF (0%) POROUS PAVEMENT PERVIOUS 83,653 SF (100%) TOTAL 83.653 SF (100%) PARKING SUMMARY REQUIRED RESTAURANT = 66.6 STALLS PROPOSED 69STALLS 4 - 8'X18' ACCESSIBLE STALLS 65 - 9'X18' STANDARD STALLS PROPOSED BICYCLE 3 BIKE RACKS - 6 SPACES LEGEND PHASE OUTSIDE SHORELINE SETBACK 1,425 SF (4%) 77 SF (0%) 3,598 SF (9%) 5,100 SF (13%) 24,548 SF (64%) 8,588 SF (23%) 38,236 SF (100%) CONCRETE SIDEWALK/ PAVEMENT WOOD BOARDWALK/ DECK POROUS PAVEMENT PERVIOUS AREA PLAY SURFACE PHASE WITHIN SHORELINE SETBACK 4,275 SF (9%) 3,908 SF (9%) 8,211 SF (18%) 16,394 SF (36%) 4,490 SF (10%) 24,533 SF (54%) 45,417 SF (100%) TOTAL PHASE 5,700 SF (7%) 3,985 SF (5%) 11,809 SF (14%) 21,494 SF (26%) 29,038 SF (35%) 33,121 SF (39%) 83,653 SF (100%) Know what's below. CaII before you dig. 20 60 ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 02/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the statl A. `O(�` NU bI`wGj ONAs G Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET PHASE SITE PLAN C-1 02 1"=20' SCALE IN FEET PROJECT NO. ARC19010 rod _ '9 ICJ .p m093 A��o �6 \\ B�� L �VGT�N x 1 ,, ,q cn > Q \� °� � _ ANC o - = T� T ti - _- NT x _ Y w x ------ - w6 V _ONqL R , MATCH '- HICHw ' ILR pq� - (A 6 MATCH `/ w � r - � w - N - OR/ ���� 934.6 ul ? \\ --- - W 0 -----W--------------- -- ------------ A Z w 935.0 s � w o w ----=__- j i 934.9 _ 934.607 3 p� - _ _•_ : - - - o a�� - w N = T a _ xl � 9 .3 o N-_ ---------_---------------------------- - - - - --------- OD a W - ED w ° it 933.9 \\\ �Ro, _-,\_ / ° ° `°--_1/ / / 933.6 < -_ X933.2 ���61 Nli 935.0 SB 6 934.4 / 933.4 1 ° ' 934 Ro - - - -� = e-----_= N ° N 934.4 933.3 - - 3 X a ° 3 - _ _ _ I i 934.7 934.45 934.4 �; s - _ _ _ _ I 935.0 1 934.25 / / R E TAB I L ° /- / x ° 134.0 x ° - - <o I / `O - _ - --- 933 ° 1 / FFE 934.1 P �k I 933.9 - - _ _ • - - _ _ ------ h w / 934.70933.6- - ` ° / / � I '/w - >, o m �+ Ix 1 934.55 / /RP -TAIL ° / �w w / 9� ---- - ---- - ---- / + ° ° 933.55 I°° ° SB-9 916 �0' g33.a 0 �° FFE 933.35 934.35 � G� / 934.45 -/ 934.25 m _ 9 3.5 ° ° I °I ° 934.15 ° y ° 933.5 934.7 / 1933.66 x 3 933.9 %33.3 / / ° s r ° ° 34.7 x - 933.7 125' SHORELINE 933.3 75 °° '�----- 02 - - - I ° > ° ° (A SETBACK -- / j \ 934.2X \ L 1 \ x ® _ 932.7 ewe s3a & 933.2 �' f' = \ _ � 932.65 - ,, \ - / w 33.15� 1 1 � 934.5 x I - , ° /- 932.5 \ - _ - 932.4 '� \ \ �/ I' c _ 93 05 RETAIL N ° ' SB-5 / / . ° .1 - - 932.1 x------- ' / SB2 'g o� / � __� W - 1 \ FEE 935.4 w UTIL o �, / DRAINAGE & ITY / `1 x _- \ \ x / / EASEMENT 932.9 + 31.8 / C _ x ° ro i - - ° ° 934.2 - -x \ J 9 4.5 so / / J 932.65 932.3 - // 932.85 � � w I / �A 931.85 w 931.75 x w� ° w � w °w � _ 931.65 931.49 - _ 12HORELINE w io w - ' I ° ^` ° ° �' / - 933.15 932.2 / -- - / j w -� N ° 8 ° - ° X.- 1 / j / \ \� \ - - - - +�s�. 32.75 / qe 931.70 0 / g 3 w \ SB-15 10' w .41 :DRAINAGE & UTILITY EASEMENT x ° w� A to (,A, w�A w X __ _ N -_ \ --- `; �_-- 7 `� / /L - \ ---� _ 32. /� -_-- `._ - _ / to SIB 1710' � RESTAURANT, /� \� \ - _ N 93 s610 UR CA \ \ 931.1 WL ate_- �� �/// / . '` �\\ \\\ R 08% \ �`\ _ \\ \\ °D cn ����� L/�`�I,� ®® wL \\ �:\\\ - SB-8 .��° ° \\ \ -\ SB1120'i 1,140 CF FLOOD PLAIN \ \ � wL \ \� REPLACEMENT �� �� / \ w� \ \ \ \ \ ,rPOND EASEMENT wL \ w�Y- 929 \,# __ 8.3OHWL �wL HWL 928.5 WETLAND BOUNDARY \� EDGE OF DELINEATED WETLAND EDGE OF ICE MEASURED ON 12-05-19 ICE ELEVATION = ASSUMED OHWL OVERALL GRADING NOTES 1. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 2. ALL WORK TO COMPLY WITH CURRENT MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION UNLESS NOTED. 3. FOLLOW ALL RECOMMENDATIONS PRESENTED IN GEOTECHNICAL EVALUATION REPORT PREPARED BY NTI . FLOOD PLAIN SUMMARY TOTAL FILL 1,100 CF TOTAL REPLACEMENT 1,140 CF OVERALL GRADING PLAN ill =30' NPDES AREA SUMMARY EXISTING PROPOSED IMPERVIOUS BUILDING PAVEMENT TOTAL IMPV 0 ACRES 0 ACRES 0.454 ACRES 0.578 ACRES 0 ACRES 1.032 ACRES PERVIOUS 4.126 ACRES 3.094 ACRES TOTAL 4.126 ACRES 4.126 ACRES EGG LAKE OHW=926.62(NAVD88) L W L 1,110 CF FLOOD PLAIN - FILL 932.85 932.75 - 932.52 932.3 MATCH 932.6 A MATCH 933.0 -_--- - 932.7x .0- k932 6 ® e 933 S 432.85 933.20 x 933.02 w, 932.9 -/ �i 932.65 to w Ca ° W w io X V� \ 932.6 \ x ZZ \ L4 I ;o A00 W j \ x V '1 to w w.41 \_- o I -4 w \ Mtn G X ®06 \ � , - ARDEN \� 932.24 93`4 0 3 3 - SB_ �10 ° _ a to WLA \\ \ 11 x / \\ �� w \ w vv FUTURE EVENT yv v CENTER \ \ n 2 \ N / •�6 0 w W \� ys POND EASEMENT \ WL UNDER DECK INFILTRATION BASIN BOTTOM 929.6 OVERFLOW 930.8 HWL 930.9 \ \�v\k930 v� \ \c � \ WC \ \ HWL 928.5 EDGE OF DELINEATED WETLAND EDGE OF ICE MEASURED ON 12-05-19 ICE ELEVATION = ASSUMED OHWL SB 12 20 x / w �•Y` r � // // 1 `w \/ x r / / 933.3 v V �32 DRAINAGE & UTILITY\ \ \ \ T EASEMENT NORTH INFILTRATION BASIN BOTTOM 929.7 \ OVERFLOW 931.2 \ '9 \ \ HWL 931.3 B+ v v X TRAIL EASEMENT 1 io - io \ . •� \ \\ \J r\ � w 1 0 \ L / 1 i � x 19 I 1 I < /« , + 92 8, co m C X oct) Z Z � OAK STREET a Know wha is below. Cal before you dig. 30 CC] SCALE IN FEET ARCHITECTURAL CONSORTIUM L.L.c. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW oz/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I FICATION I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio Per under the laws of the statey,Qf�ll A. 01 �Au ONS' C Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET OVERALL GRADING PLAN C-201 PROJECT NO. ARC19010 (10 -�X933.2 T- 1 934 - o-------- > -} - 934.0 9 932.0 ------- / 0 / , ' ! 933.9 - ' - �1� MATCH 933.80 - / r 93 / CV cxo / 30 / 932.75 933.5 933.40 / 931.91 932.90 -IR ------ - - � - - 932.25 i M ° OVERFLOW PATH (10 w ry i----= rn =__- 932.7p- 933.00 k9`32.6 932.80 ® 0.. .20 933.50 933.10 0aA 931.85 i 932.85 0 / 932.75 ��� X93 1 ' 932.90 I 931.77� ° - ° o °° 933.02 / X ---__ 3 l / _ - � \ CA- - CAW�LA CA I 0 932.75 Xco 932.62 / 932.25 2.1 % 31-75 _ 0.5% p-�OVV X l _ / l I - -I ' cc 931.61 931.55 �J o - _ 931.65 _ - - _ 0.5%- p=LOVy 932.70 i 7 _ 932: t0- _ _ ° 932.66 o.i _ �) 932.06 x 931 931.60 _ _ _ M 932.23 __ ___ CA 931.23 932 52 " �o + �`' 931.49 ( 931.51 932.37 9 co 931.87 - _ _ X 1� `°p° p� co p w � OVERFLOW PATH w cN 932.49 x_W ___- CA � \\ ��� o w/CA X ° ° w X \ � ------ __ CD �932.03 °� 32.65 ° 932.30 \ i V 932.60 x __� /--_� C� 931.70 I ° \ \ w = �_ _ Z _Z p \ 932.8 0 9 9 1. �4 � � 932.3 \ rn � b � � zz J + 931.65 932.27 p ° \ 932.72 �a�" X + S�8 931�625 ° ° A 932.67 W m .6� - 932.51 �zj� _ x ����_, 931.62 AV �` �. Ln W 931.21 932.9 ° 932.78 \ o _ W ------------ - _ _ 931.15 931.577 931.90 �� \ 932.78 \ °° `S� m 'J o F// RESTAURANT-N, 932.51X931.53 �i co X 2 931.09 931.53 c° \ 931.50 ° 6 �� -)- i CA A 9341 �i x Gq R 931.34 - 931.50 w� X i x \ DEN -0- - f FFE 933.0 Q �� °i o CA 932.39 19 w I o °° 932.78 \ \RS`3S X 93 - - _ _ +9�9 � 931.10 � i 0 931.66 93'L 14 - ? , 932.78 �� - ------ -�__ 931.70 p 0 931.16 \\ 932.9 932.9 SS ° S ti 932.24 g34 w - _ 932.25 '� _ 9 931.62 302 - 931.15 931 932 - _ _ �C�r ��\� \ ° 933 \ - 931.58 - - - 931.4 6 - - 93,1.05 929 -_ 32.5 0 - - _ 2 - DECK o ° x ` \�N � � \ 932.9 �� � � ° p � `/� _ ° \ \ 92 �y W �< \ "' \ \ cxo \�� ` \ 932.15 \m 932.5 wL� 28 3 g g v M�43 v VA w �� `�� \ �° o \ ---- 929.93- - - - - - - - \\� wL \ \ % \\rn _ \� X �� 931 0 -- A `° X v 930.38 v ° v v 931.4 \ VA EVEN �\ \ 932.09 ( / \ 932.9 \ FUTURE T \ \ \ \ \ \ v 932.4, CENTER 931.4 y off� � v � �� '_A �`, 931.9 � � � c9 \ �� -_,: EGG LAKE 928.1 ���.A `� 931.4� ��� 932.9 N \ CI6 p \\�9� v \ TUBE w��� ���� 932.65 OHW-926.62(NAVD88) � � v DE n - \ + �.�� / CA/ 933.0 \ ,.10wLwL \ 4 .a✓ �/ 933.0 LWL- \\�'' N , / \ x 932.65,,I� NI iN,Ndo x UNDER DECK INFILTRATION BASIN \\\ 932.4 \ \ / �� / / X 9� 2 BOTTOM 929.6 �'< \ t 932.4 �� ` X OVERFLOW 930.8 \`N\ 931.9 / / / /� W HWL 930.9 I \� - \ N'\ 43`� 928.1 PHASE I GRADING PLAN 1"=20' INFILTRATION CONSTRUCTION ( 1 (TYP) C-503 EDGE OF ICE MEASURED ON 12-05-19- ICE ELEVATION = OWHL EDGE OF DELINEATED WETLAND HWL 928.5 NINII 933.�`,`\ \ \ / < <� IN / NORTH INFILTRATION BASIN \ \ BOTTOM 929.7 933.0 \ OVERFLOW 931.2 \ 3� \ J HWL 931.3 � 3 / \ \\ N, IN \\ !v`; / LA \ V \ ry w� \ \ \ IN.NN / NN IN NI �9� \� IN �S7 N CP c° I 933.3 GRADING NOTES 1. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 2. ALL WORK TO COMPLY WITH CURRENT MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION UNLESS NOTED. 3. FOLLOW ALL RECOMMENDATIONS PRESENTED IN GEOTECHNICAL EVALUATION REPORT PREPARED BY NTI, EXCEPT AS MODIFIED IN THESE NOTES. 4. ALL NON -GRANULAR SOILS, AND TOPSOIL SHALL BE REMOVED FROM WITHIN THE PROPOSED BUILDING PAD. A GEOTECHNICAL ENGINEER OR THEIR DESIGNATED REPRESENTATIVE SHALL OBSERVE THE PROJECT EXCAVATIONS TO VERIFY THAT UNSUITABLE MATERIALS HAVE BEEN PROPERLY REMOVED FROM PROPOSED STRUCTURAL AREAS, THAT ADEQUATE BEARING SUPPORT IS PROVIDED BY THE EXPOSED SOILS AND THAT STRUCTURAL FILL IS PLACED APPROPRIATELY. THE EXPOSED SOIL AT THE BASE OF FOOTINGS OR THICKENED SLAB SHALL BE COMPACTED TO 98 PERCENT PROCTOR DRY DENSITY (ASTM D698). 5. ON -SITE GRANULAR SOIL IS GENERALLY SUITABLE FOR STRUCTURAL FILL. SILTY OR ORGANIC SOILS SHALL NOT BE USED FOR STRUCTURAL FILL. PLACEMENT OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN OR ENGINEER TO VERIFY THAT PROPER COMPACTION HAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED (DRIED OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURE CONDITIONED ENGINEERED FILL SHALL BE PLACED AND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL SHOULD BE COMPACTED BY LARGE VIBRATORY EQUIPMENT UNTIL THE IN -PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THE FOLLOWING TABULATION. TYPE OF CONSTRUCTION COMPACTION CRITERIA MOISTURE CONTENT VARIANCE FROM OPTIMUM (% RESPECTIVE PROCTOR) -3 TO +3% FOR SAND AND GRAVEL SOILS NON -ENGINEERED FILL (GREEN SPACE) 95 <3% FOR CLAY SOILS -3 TO +3% FOR SAND AND GRAVEL SOILS ENGINEERED FILL BELOW FOUNDATIONS 98 <3% FOR CLAY SOILS -3 TO +3% FOR SAND AND GRAVEL SOILS ENGINEERED FILL BELOW FLOOR SLABS 98 <3% FOR CLAY SOILS 6. PARKING LOT SUBGRADE SHALL NOT BE COMPACTED. EXCAVATED TO SUBGRADE ELEVATION WITH TRACKED EQUIPMENT THAT IMPARTS MINIMAL LOAD. DO NOT EXCAVATED WORK IN SUBGRADE WHEN WET OR WHEN PRECIPITATION IS IMMINENT. 7. SIDEWALLS SHALL BE RETAINED BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR NAMING THE "COMPETENT INDIVIDUAL" AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER - OSHA). 8. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SOIL, UTILITY AND BUILDING RETENTION SYSTEMS. 9. PAVEMENT: SEE DETAILS SHEET C-502 FOR BITUMINOUS AND CONCRETE PAVEMENT SECTION. 10. CONCRETE MIX NO.3F52 (MNDOT 2461) SHALL BE USED FOR HAND PLACED FORMED CURB AND GUTTER, MEDIANS, DRIVEWAYS, CROSS GUTTERS, SIDEWALKS, PEDESTRIAN RAMPS AND MEDIANS. CONCRETE MIX NO.3F32, MNDOT SPECIFICATION 2461) SHALL BE USED FOR AN EXTRUSION MACHINE PLACEMENT OF CONCRETE. IN THE PRODUCTION OF CONCRETE, AN AIR ENTRAINING AGENT SHALL BE ADDED TO THE MIX ACCORDING TO MNDOT 2461.4. 11. FORM COATING MATERIAL SHALL MEET MNDOT 3902. 12. CONCRETE INSTALLATION SHALL CONFORM WITH MNDOT 2531. 13. SITE CONCRETE FINISHING - CONCRETE SHALL BE STRUCK TRUE TO CROSS SECTION AS SHOWN ON THE PLANS. NO ADDITIONAL WATER MAY BE ADDED TO AID IN THE FINISHING PROCESS. A LIGHT BROOM FINISH WILL BE REQUIRED AT RIGHT ANGLES TO THE CENTER LINE ON ALL CONCRETE WORK UNLESS DIRECTED OTHERWISE. ALL EXPOSED EDGES AND JOINTS IN CURB,GUTTER, SIDEWALK AND STEPS SHALL BE ROUNDED WITH A SUITABLE EDGING TOOL. BEFORE FINAL FINISHING, THE CONTRACTOR SHALL CHECK THE CONCRETE WITH A TEN (10) FOOT STEEL STRAIGHT EDGE TO ENSURE THERE IS NO VARIATION GREATER THAN 3/16"FROM THE STRAIGHT EDGE ON TANGENT LINES OR GRADES. IF DEVIATIONS GREATER THAN 3/16" ARE FOUND THE WORK WILL BE CONSIDERED AS UNACCEPTABLE AND WILL BE REQUIRED TO BE REMOVED AND REPLACED AT NO EXPENSE TO THE OWNER. 14. CONCRETE CURING SHALL BE PERFORMED BY APPLYING A MEMBRANE CURING COMPOUND (TYPE 2, WHITE PIGMENTED, MNDOT 3754) TO THE EXPOSED SURFACE OF THE CONCRETE WITHIN ONE (1)HOUR AFTER FINISHING THE CONCRETE SURFACES. WHEN THE FORMS ARE REMOVED IN LESS THAN 72 HOURS AFTER PLACING THE CONCRETE, THE CURING COMPOUND SHALL BE APPLIED IMMEDIATELY TO THE EXPOSED SURFACES. THE RATE OF APPLICATION OF CURING COMPOUND SHALL BE 150 SQUARE FEET PER GALLON. THE COMPOUND SHALL APPEAR AS WHITE AS A SHEET OF PAPER AFTER APPLICATION ON THE CONCRETE SURFACE. 15. PREFORMED EXPANSION JOINTS SHALL MEET MNDOT 3702, AND SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: AT THE BEGINNING AND END OF ALL CURB AND GUTTER RADII. WHERE NEW CONCRETE SURROUNDS, ADJOINS, OR ABUTS ANY EXISTING FIXED OBJECTS SUCH AS FIRE HYDRANTS, BUILDING FOUNDATIONS, CONCRETE DRIVEWAYS, SIDEWALKS, AND OTHER RIGID STRUCTURES. AFTER EACH LOAD OF CONCRETE WHEN PLACING CURB AND EVERY 100 FEET WHEN PLACING SIDEWALK. CONTRACTION JOINTS WILL NOT BE SEALED BUT WILL BE REQUIRED AT A SPACING OF 10 FEET ON CURB AND GUTTER AND ON SIDEWALK CONSTRUCTION AS SHOWN ON THE PLAN. CONTRACTION JOINTS WILL BE CUT TO A DEPTH 1/3 THE THICKNESS OF THE CONCRETE, SURFACE AND BACK OF ALL CURBS. CONTRACTION JOINTS SHALL BE PLACED SO THAT NO SLAB IS LARGER THAN 100 SQUARE FEET IN AREA. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING CONTRACTION JOINTS THAT PREVENT CONCRETE FROM CRACKING AT OTHER LOCATIONS. 16. CONCRETE TESTING INCLUDING SLUMP, AIR ENTRAINMENT, TEMPERATURE AND COMPRESSIVE STRENGTH SHALL BE PERFORMED ON THE FIRST LOAD OF THE DAY FOR ALL CONCRETE POURS OF AT LEAST 4 CUBIC YARDS. AN ADDITIONAL TEST SHALL BE PERFORMED FOR EACH 100 CUBIC YARDS OR PORTION THEREOF. a Know what's below. 20 60 CaII before you dig. I SCALE IN FEET ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 02/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I FICATION I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the stateyQf 11 A. `0\ NU `wC, G ONS� Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET PHASE GRADING PLAN C-202 PROJECT NO. ARC19010 Project Name / Location Project Name Cattle House Restaurant Project Address XXX US Highway 61, Hugo, MN 55441 Property ID Latitude / Longitude 45.161685,-92.992219 Project Type Commercial Site Redevelopment Contacts Owner Contractor (Operator) Preparer Tony Harmening TBD Steve Johnston, PE Cattle House LLC Elan Design Lab, Inc. 18100 Forest Blvd 901 N 3rd St. Forest Lake MN 55025 Suite 120 Minneapolis, MN 55401 218-349-4673 612-260-7982 fancyfarmerorganics@gmail.com sjohnston@elanlab.com SWPPP Design Certification Expires 2020 General SWPPP Responsibilities The Contractor (Operator) shall provide a knowledgeable and experienced person(s) to oversee the implementation of the SWPPP and the installation. Inspection and maintenance of the erosion and sediment control BMP's before and during construction. Training must be in conformance with the NPDES Construction Permit requirements. Training documentation must kept on -site with the SWPPP and the trained person must be available on -site within 72 hours. Both the Owner and Contractor (Operator) shall be responsible for the proper termination and/or transfer of the permit. The owner will be responsible for the long term operation and maintenance of the permanent storm water management system(s). Unless specifically stated the engineer shall have no responsibility for any SWPPP activities during or after construction. Project Description The 4.237 acre project site is located on the east side of US Highway 61 at 146th Street North. The site is directly adjacent to Egg Lake. The site has been cleared of all buildings as a precursor for redevelopment. Prior to clearing the site approximately 44% was covered with impervious surfaces. The proposed development includes a 5,000 square feet (sf) restaurant, 3,870 sf event center and three retail buildings totaling 10,100 sf, along with associated parking and other site amenities. This report only addresses the first 2 phases of the development which includes the restaurant, event center and 8ppsoximately 60 stalls. The stormwater solution for the first phase will be utilized for the future phases. Topsoil over apparent undocumented fill soils were encountered extending to depths ranging from approximately 2.0 to 9.0 feet below the existing ground surface. The soils encountered beneath the undocumented fill soils generally consisted of poorly graded sand (SP), poorly graded sand with silt (SP- SM), and silty sand (SM) soils. The undocumented fill soils encountered in the soil borings are not considered suitable for direct support of the foundations and slabs. Receiving Waters The site is directly adjacent to Egg Lake. Project Plans The following plan sheets are hereby incorporated into this SWPPP Sheet Number Description Date C-201 Grading Plan 03-02-2020 C-202 Phase I Grading Plan 03-02-2020 C-204 Erosion Control Plan 03-02-2020 Stormwater Related Reviews and Permits Agency Type of Permit or Review Status City of Hugo PUD, Platting, Stormwater Management, Pending Erosion and Sediment Control, Grading Permit, Building Permits MPCA Construction Stormwater To be acquired by contractor. Stormwater Management System Overview See Stormwater Management Plan incorporated herein by reference for details on system design, flow rates and volumes and system capacities. In general to achieve rate and volume control it is proposed to construct the entire parking lot utilizing porous bituminous pavement. The grading plan shows a typical grade of 0.5% on the pavement which will facilitate 100% infiltration of rainfall events up to the 10 year 24 hour storm and surface overflow for the 100 year event. The portion of the building with a flat roof will drain via an internal drain system and discharge into a rock lined filtration basin under the deck. The trash area and overflow from the east side of the site pass through a grass surfaced infiltration basin. See Operations and Maintenance Manual for post construction system maintenance requirements. Erosion Prevention, Measures - General The Contractor (Operator) is responsible for all erosion prevention measures for the project including but are not limited to the following: 1. The Contractor (Operator) shall plan and implement appropriate construction practice and construction phasing to minimize erosion and retain vegetation whenever possible 2. All areas not to be disturbed shall be delineated with flags, stakes, signs, or other means necessary to protect these areas before construction begins on the site. 3. All drainage ditches and/or swales shall have temporary or permanent stabilization within 24 hours of connecting to a surface water or 24 hours after construction activity in the ditch/swale has temporarily or permanently ceased. 4. All pipe outlets shall have temporary or permanent energy dissipation within 24 hours of connecting to a surface water. 5. All exposed soils shall be stabilized as soon as possible to limit soil erosion. In no case shall un- worked areas, including stock piles, have exposed soils for more than 14 days without providing temporary or permanent stabilization. (7 days for projects with a receiving water that is impaired or special) Sediment Control Measures and Timing - General The Operator (Contractor) is responsible for all sediment control measures for the project. Sediment control measures include but are not limited to the following: 1. Sediment control measures shall be established on all down gradient perimeters before any up - gradient land disturbing activities begin. These measures shall remain in place until final stabilization has been established. 2. On slopes with 3:1 or steeper grades there shall be no unbroken slope length greater than 75 feet. 3. All storm drrain inlets and culvert inlets shall be protected by an appropriate BMP during construction until all sources with potential for discharging to the inlet has been stabilized. Inlet and culvert protection shall conform to the MnDOT Specifications 2573 and 3891. 4. Stock piles shall be provided with an effective sediment perimeter control and shall not be placed in any type of surface water or drainageway. 5. Vehicle tracking shall be minimized with effective BMP's. Where the BMP's fail to prevent sediment from tracking onto streets the Contractor shall conduct street sweeping to remove all tracked sediment. 6. The Operator is responsible for identifying the need for temporary sediment basins based on actual field conditions to protect downstream resources. Temporary sediment basins shall be constructed before up gradient vegetation is disturbed and maintained until the risk of damage to downstream resources is mitigated by other means. Dewatering and Basin Draining Activities - General The Operator is responsible for adhering to all dewatering and surface drainage regulations, including but not limited to the following: 1. Whenever possible water from dewatering activities shall discharge to a temporary and/or permanent sediment basin. 2. If water cannot be discharged to a sedimentation basin, it shall be treated with other appropriate BMP's, to effectively remove sediment. 3. All discharge points shall be protected from erosion and scour. 4. Discharge water shall be dispersed over an effective energy dissipation measure. 5. All water from dewatering shall be discharged in a manner that does not cause nuisance conditions, erosion, or inundation of wetlands. Water shall not be discharged to adjacent residential properties. It must be discharged to the public street. Final Stabilization - General The Operator is responsible for ensuring final stabilization of the site, including but is not limited to the following: 1. All soil disturbing activities have been completed. 2. All exposed soils have been uniformly stabilized. 3. All drainage ditches, ponds and all storm water conveyance systems have been cleared of sediment and stabilized to preclude erosion. The contractor will remain responsible for establishment of at least 80% perennial vegetation coverage and the removal of temporary BMP's. Temporary Sediment Basin During construction the contractor shall excavate and maintain temporary sediment basins as needed to prevent sediment from reaching the storm drainage system, permanent filtration areas, wetlands and other environmentally sensitive areas or impeding access to the site by tenants. Construction Sequencing Contractor shall comply with the following sequence. The Contractor may make adjustments to the sequence if needed) to address their means and methods and unanticipated field conditions. Note: this section is subject to revision after construction sequencing is determined. 1. Install inlet protection in downstream structures. 2. Install perimeter silt fence and other barriers as indicated on the plan (at a minimum). The contractor is responsible for any additional sediment control that is needed to prevent sediment from leaving the site. 3. Install rock construction entrance. Move as needed during construction. 4. Do not strip topsoil in parking areas. Limit construction traffic within the parking lots to the extent practical. 5. Perform earthwork for building, install utilities. 6. Construct building. 7. Construct infiltration basin before deck construction. 8. Restrict access to the site during parking lots construction. 9. Strip and salvage topsoil from parking lots. Perform excavation and embankment necessary to bring parking lots to subgrade elevation. Remove and replace any non -granular soils encountered. 10. Scarify subgrade to a depth of 12". Blade to final subgrade elevation. 11. Perform double ring infiltrometer tests on subgrade at the minimum rate of 1 per 5,000 square feet. The minimum acceptable infiltration rate is 0.3 inches per hour. 12. Install curbs, sidewalks, rock, choker and pavement. 13. Install permanent landscaping. Do not store any landscape materials on pavement surface. 14. Remove sediment barriers as building construction and permanent landscaping is completed. 15. Vacuum pavement surface when all construction except striping has occurred. 16. Stripe parking lot 17. Monitor vegetation and reinstall as needed until fully established. 18. File NPDES Notice of Termination ("NOT") with MPCA within 30 days of final stabilization. Note that the north infiltration basin is not constructed until event center is complete. Inspection and maintenance All inspections, maintenance, repairs, replacements and removal are to be considered incidental to the BMP bid items. The Contractor (Operator) is responsible for completing required inspections maintenance and observation of weather conditions and rainfall amounts to ensure compliance with the permit requirements. The Contractor (Operator) shall observe 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. The Contractor (Operator) shall keep a summary maintenance/construction observation report to be recorded after each site visit/observation. The Contractor (Operator) shall submit a copy of the written inspections monthly to the Owner. Records shall include the following: 1. Date and time of inspections 2. Name of person conducting inspection 3. Findings and recommendations for corrective actions if necessary 4. Corrective actions taken 5. Date and arnount of rainfalls greater than 0.5 inches in 24 hours 6. Mention of any changes made to the SWPPP 7. A site map indicating active construction areas and land disturbing activities. The Contractor (Operator) must keep the SWPPP, all inspection reports and amendments onsite. The Contractor (Operator) shall designate a specific location to keep the records whenever construction activity is in progress. All erosion prevention and sedimentation control BMP's must be inspected to ensure integrity and effectiveness. All nonfunctional BMP's must be repaired, replaced or supplemented with functional BMP's. The Contractor (Operator) must investigate and comply with the following inspection and maintenance requirements: 1. All sediment barriers including silt fence, bio-logs, and similar devices must be repaired replaced or supplemented when they become nonfunctional or the sediment reaches 1/3 of the barrier height. These repairs shall be made within 24 hours of discovery. 2. Temporary sediment basins must be drained and the sediment removed when the depth of sediment collected in the basin reaches 1/2 the storage volume. Drainage and removal must be 3. �8 gty-vLi,wr&iaggliadrqr&ir&qgFyhes and conveyance systems, must be inspected for evidence of erosion and sediment deposition. The Operator shall remove all deltas and sediment deposited in surface waters, including drainage ways, catch basins, and other drainage systems. The Operator shall re -stabilize the areas where sediment removal results in exposed soil. Removal and stabilization must take place within 7 days of discovery, unless precluded by legal, regulatory or physical constraints. The Contractor (Operator) is responsible for contacting all local, regional, state and federal authorities and receiving any applicable permits, prior to conducting any work. 4. Construction site vehicle exit locations shall be inspected daily for evidence of off -site sediment tracking onto paved surfaces. Tracked sediment must be removed from all paved surfaces within 24 hours of discovery. 5. The Contractor (Operator) is responsible for the operation and maintenance of temporary and permanent water quality BMP's. As well as erosion and sediment control BMP's for the duration of the construction work at the site. 6. If sediment: escapes the construction site, all off -site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize off -site impacts. 7. All filtration areas must be inspected to ensure that no sediment from ongoing construction activities is reaching the filtration areas and these areas are protected from compaction due to construction equipment driving across the filtration area. 8. The Contractor is solely responsible for all costs associated with reconstructing the rain garden when the functionality is compromised by the contractor's actions or inaction to protect the basin. Pollution Prevention Management Measures The Contractor (Operator) shall be responsible for all pollution prevention management measures. The Contractor (Operator) is responsible for informing all visitors and/or personnel on -site of the pollution prevention management measures. All pollution prevention management measures are to be considered incidental to the overall project bid, unless otherwise noted. Pollution prevention management measures include but are not limited to the following: 1. The Contractor (Operator) is responsible for the proper disposal, in compliance with MPCA disposal requirements, of all solid or liquid waste and hazardous materials on -site. 2. Concrete trucks shall not be allowed to wash out or discharge surplus concrete or drum wash water on -site, unless done in an engineered leak -proof containment system. The engineered system provided by the Contractor (Operator) must include site drawings for the project file and written assurance that the system will work as designed and leave no discharge of concrete or concrete residue potential to waters of the state during a minimum of a 100-year storm event. A sign must be installed adjacent to each washout system to inform concrete equipment Operators to utilize the proper facilities. The concrete washout containment system and all related items shall be considered incidental to the project bid. 3. All nonhazardous waste materials shall be collected and stored in a securely lidded metal dumpster or other approved containment method at the end of each day. Any alternative to a metal dumppster must be submitted in writing for approval by the project engineer. The dumpster shall be emptied as necessary to function as intended for debris collection. No construction garbage or waste material shall be buried on -site. 4. A licensed sanitary waste management Contractor shall collect all sanitary waste from the portable units at a rate necessary to maintain designed function. 5. All fertilizers shall be stored in a covered shelter. Partially used bags shall be transferred to a sealable bin to reduce the chance of spillage. 6. External washing of trucks and other construction vehicles and engine degreasing are prohibited at the construction site. All vehicles on -site shall be monitored for leaks and receive regular prevention maintenance to reduce the chance of leakage. Petroleum products shall be stored in tightly sealed containers. Which are clearly labeled. Spill kits shall be included with all fueling sources and maintenance activities. Secondary containment measures shall be installed and maintained by the Operator. 7. Any asphalt substances used on -site shall be applied in accordance with manufacturer's recommendations. 8. All paint containers and curing compounds shall be tightly sealed and stored when not required for use. Excess paint and/or curing compounds shall not be discharged into the storm sewer system and shall be properly disposed of according to manufacturer's instruction. 9. Materials and equipment necessary for spill clean-up shall be kept in an enclosed trailer or shed on -site. Equipment shall include. But not limited to, brooms, mops, dust pans, rags, gloves, goggles, absorbent (kitty litter) oil absorbent booms and diapers and buckets. 10. All spills shall be contained and cleaned up immediately upon discovery. Spills large enough to reach the storm water conveyance system shall be reported to the Minnesota duty officer at 1- 800-422-0798. Quantities Practice Detail / Spec. Unit Quantity Silt Fence 3/C-503 LF 1,325 J-Hook Silt Fence 6/C-503 LF 175 Rock Construction Entrance 7/C-503 Each 1 Storm Structure Protection 4/C-503 Each 3 Sod & Landscaping MnDOT 3878 Sy 3,065 Rip Rap MnDOT CL1 Sy 410 Stabilization Seeding MnDOT 22-112 Sy 2,350 Mesic Prairie Seeding MnDOT 35-241 Sy 325 Stormwater Seeding Mndot 33-261 Sy 75 Ripparian Seeding MnDot 34-261 Sy 110 Fiber Blanket: 3/C-503 Sy 330 Post Construction Operation and Maintenance Maintenance of the storm water management facilities will be the responsibility of the Owner and will be subject to an agreement with the City of Hugo. The agreement will include the following items. See full O & M plan for further details. 1. Pavement shall be vacuumed twice per year after spring melt and autumn leaf fall. 2. Grass clipping shall not be blown on to pavement surface. 3. Sediment and trash accumulation shall be inspected on regular basis and removed when facility is impacted). 4. Debris must be disposed in a licensed landfill. 5. Noxious weeds shall be removed from the site on an annual basis before they go to seed. Amendments to the SWPPP The SWPPP will be amended as needed and/or as required by provisions of the permit. Amendments will be approved by both the Owner and Contractor (Operator) and will be attached to the SWPPP as an additional sheet. The SWPPP and amendments will be kept on site by the Contractor (Operator) whenever construction activity is in progress. ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW oz/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the statey.Qi�ll A. `OA` ONS� C Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET C-203 PROJECT NO. ARC19010 m 01) m CTO WAS -____\, CTO ESN INLET PROTECTION — _ (TYP) O A 1 V ,q/�,QO 7-�, RE - ,qo� S - H� AL RAI CONSTRUCTION ClyWq �, LROA� ---_-- ��_ C-503 ENTRANCE U �_ o. 61 — A �T HO \"•_ ' INLET PROTECTION (TYP) m j / — — _ _ _ _ _ _ — — _ _ — _ ,r� 4 INLET PROTECTION (TYP)_— / �X� /\» _ C 503 k x _ --- _ _ - -- ---- ------ INLET PROTECTION vxv� — — — — _ (TYP) �' I {x 934 MINIMIZE DISTURBANCE OF PHASE II AREA _ f / / /--------------------- MINIMIZE DISTURBANCE OF PHASE II AREA / — ----- — / — i,/L_ _ ------------------'- -. / _. _.__ — — _--- --- _ ,' J HOOK SILT FENCE 6 --- — ---- _-- ---- _=_ (TYP) C 503 WL� — — YL \ 1? � \ \ — � \ WL HWL 928.5 \ EDGE OF DELINEATED WETLAND EDGE OF ICE MEASURED ON 12-05-19 EGG LAKE ICE ELEVATION = ASSUMED OHWL OHW=926.62(NAVD88) RIP RAP 2 OVERFLOW (TYP) C 503 SILT FENCE (TYP) rn — �99 i _ SILT FENCE \ \ (TYP) \ o o ry \ \ 934 DOUBLE ROW HEAVY DUTY J/// SILT FENCE \� (TYP) v EROSION CONTROL BLANKET 5 I ♦ \` \� (TYP) C-503 \ w� 933 SILT FENCE (TYP) N / op o� % / / + / \i CC X � + +� \V < V 93 \ VA\ SILT FENCE VA \V (TYP) C 503 \< `v ♦` v v LEGEND \ HWL 928.5 v ---------- SILT FENCE - INSTALL BEFORE START OF CONSTRUCTION VA�\ EDGE OF DELINEATED WETLAND SOD & LANDSCAPE PLANTING SEE SHEET L-101 \\\ \\\ / HEAVY DUTY SILT FENCE - INSTALL BEFORE START OF CONSTRUCTION MNDOT MIXTURE 22-112 FIVE-YEAR STABILIZATION \\�\ EDGE OF ICE MEASURED ON 12-05-19 \ \\ r \ STORM STRUCTURE PROTECTION BROADCAST SEEDING \ \\ ICE ELEVATION = ASSUMED OHWL \\ / SEEDING RATE PLS 40 LBS/AC. \\\ 2"-3/4" RIVER ROCK MULCH OVER FILTER FABRIC / / MNDOT MIXTURE 35-241 MESIC PRAIRIE GENERAL \\\ \\\ //// BROADCAST SEEDING \\\ SEEDING RATE PLS 36.5 LBS/AC. \\\ O O 6" MNDOT CLASS I RIPRAP O O O O + MNDOT MIXTURE 33-261 STORMWATER SOUTH & WEST BROADCAST SEEDING \\\ OVER FILTER FABRIC ++++++++++ \\\ SEEDING RATE PLS 35 LBS/AC. \\\ EROSION CONTROL BLANKET - BIONET C125BN OR SC150 MNDOT MIXTURE 34-261 RIPARIAN SOUTH & WEST \\\ \\\ HYDROSEEDING SEEDING RATE PLS 31.5 LBS/AC. \\�\ ALL DISTURBED AREAS WITH FLATTER THAN 4:1 SLOPE THAT ARE NOT STABILIZED BY SOME \\\ OTHER METHOD SHALL BE STABILIZED WITH PROMATRIX ENGINEERED FIBER MATRIX AND \\\ SEEDED AS SPECIFIED. \\\ EROSION CONTROL PLAN \ \ 1"=30' i i V� I a Know wha 's below. OAK STREET e 30 1po SCALE IN FEET ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 02/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I FICATION I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the state,Q y�l A. GONS� Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET EROSION CONTROL PLAN C-204 PROJECT NO. ARC19010 Cal before you dig. -� z � B EX. STMH , ° ��L/� N °°° �O� RIM-9V9. 7 /� �'� Ex ce Nv929.�(E) ° AS RIM 934.1 INV-929.6(N) g �j NV=929.6 SUMP=929.4 = _ =ate- - I pN C Ex. CB OVN7-Y RIM-934.3 RECTO NV=929.9 US NAB Rql H/CHWAY IL pqD NO. 6 q (JTH p 6 CONNECT TO EXIST. ^'� _ou C-504 MH WITH INSIDE DROP R Y INV. 924.75 EXISTING 6" STUB WITH EX. CB VALVE --- - NIM_929 2 CONNECT TO EXISTING - -__ �- -_ -� 6" STUB WITH 45d BEND 5 CLEAN OUT / C 504 (TYP) EX. CB , b;� _ _ _ - RIM=932.8 W / / 6 PVC@1%MIN - ___ _ INV=928.6 EX. CB RIM=932.3 CB EX . 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EDGE OF ICE MEASURED ON 12-05-19 EGG LAKE ICE ELEVATION = ASSUMED OHWL / OHW=926.62(NAVD88) _ UTILITY NOTES - 1. VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE NOTED AND FORWARDED TO THE ENGINEER 2. COORDINATE CONSTRUCTION OF OFFSITE WATERMAIN WITH CITY CONTRACTOR. 3. CONTRACTOR TO PROVIDE ADEQUATE MEANS AND METHODS TO ASSURE ADJACENT PROPERTY IS NOT DAMAGED DURING UTILITY INSTALLATION. 4. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 5. UTILITY SERVICE LOCATIONS WITHIN BUILDING ARE SHOWN CORRECT AS OF THE DATE OF THIS PLAN. THE CONTRACTOR SHALL VERIFY LOCATIONS BY COMPARING THIS PLAN WITH THE MECHANICAL PLANS PRIOR TO ANY UTILITY CONSTRUCTION. 6. PIPE MATERIALS: (TO BE VERIFIED) WATERMAIN 6" DIP SANITARY SEWER PVC (SCH 40) 7. ALL UTILITY CONSTRUCTION TO CONFORM WITH STATE, CITY ENGINEER'S ASSOCIATION OF MINNESOTA (CEAM), MINNESOTA PLUMBING CODE AND CITY OF HUGO STANDARD SPECIFICATIONS. 8. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 9. PROVIDE A MINIMUM 7.5' TO A MAXIMUM OF 10' OF COVER OVER ALL NEW WATERMAIN. 10. UTILITY AND MECHANICAL CONTRACTORS MUST COORDINATE THE INSTALLATION OF ALL WATER AND SEWER PIPES INTO THE BUILDING TO ACCOMMODATE CITY INSPECTION AND TESTING. 11. ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE WATER METER OR FIRE SERVICE EQUIPMENT MUST UTILIZE PROTECTIVE INTERNAL COATINGS MEETING CURRENT ANSI/AWWA STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL COATINGS. THE USE OF UNLINED OR UNCOATED PIPE IS NOT ALLOWED. OVERALL UTILITY PLAN ill =30' 2 PIPE BEDDING / C-504 (TYP) / 20' DRAINAGE & UTILITY 3 HYDRANT EASEMENT (TYP) C-504 / w 6" pIP _MM - GATE VALVE 4 / (TYP) C-504 ' 6" - 45° BEND \ \ 6"X6"TEE / o J 6"X6"TEE 6" GATE VALVE RESTAURANT INV 927 0 \ 6" GATE VALVE CARDEN FFE 933.0 FDC \ POND EASEMENT \e \ 1 18" NYLOPLAST BASIN- 3� C-505 WITH LIGHT DUTY ; L - -` GRATE- _\\ RE930.8 \ \ IE 928.4 WATER SERVICE L� CONNECTION 1 � ° FUTURE EVENT \� 20' DRAINAGE & UTILITY/ \ EASEMENT \ \ \ CENTER 6 - 45° BEND / \ \\ \ FUTURE \ / L INV 928.0 / ` �\\ \ \ DECK �` POND EASEMENT wL�" wL /; 2 `wL \\ \ \ �s 6" DRAINTILE OUTLET \ \ \ \ 1,'� C-505 \ \ x\ UNDER DECK INFILTRATION BASIN BOTTOM 929.E OVERFLOW 930.8 HWL 930.9 I w� \ �� `._s 3► / / 6" - 45° BEND (2) HWL 928.5 EDGE OF DELINEATED WETLAND EDGE OF ICE MEASURED ON 12-05-19 ICE ELEVATION = ASSUMED OHWL CDm C X zz NORTH INFILTRATION BASIN BOTTOM 929.7 OVERFLOW 931.2 HWL 931.3 DRAINAGE & UTILITY \ EASEMENT EX. SMH RIM-933.8 INV-919.0(N/W) ^'V=918.8(SW) CONNECT TO EXISTING 6" DIP - WATERMAIN WITH GATE VALVE • Know what's below. CaII before you dig. OAK STREET 30 CC] SCALE IN FEET ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW oz/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the stateyQi 11 A. `01 pNS� C Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET OVERALL UTILITY PLAN C-301 PROJECT NO. ARC19010 MEN 1 /2"R d �1 �3 °a Ln d d ° d 8" 3"R 1 /2"R SLOPE 314" PER FT. d d d d 12" B612 CURB & GUTTER CURB OPENING 12" 12" d ° d d 4 ° 4 NO SCALE 0040 `' EXPANSION JOINT (BOTH SIDES) NO SCALE NO SCALE CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE CURB AND BE 2" DEEP AT 10' MAX SPACING. Do Of m U 6" AT CURB AND GUTTE 20" 26" FOR D412 INTEGRAL VERTICAL CURB & WALK CURB TRANSITION A I UH ULUIML I KY UI- URB AND GUTTER CONCRETE CURB AND GUTTER NO SCALE SIGN FACE AT PARKING STALL SYMBOL 6"X6" ALL BARS TO BE 0.25" HIGH BY 8" WIDE NOTE: SIGNAGE SHALL MEET THE REQUIREMENT OF MN PARKING MUTCD R7-8n AND R7-8P AT ACCESS AISLE VEHICLE ID \ REQUIRED ACCESS AISLE FOR VIOLATION UP TO $200 FINE \ \ NO PARKING ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP AT TOP AND BOTTOM OF SIGN) VAN ACCESSIBLE WHERE APPLICABLE \ 2"X2" ADJUSTABLE PERFORATED SIGN STOCK SET IN CONCRETE, CENTERED IN BOLLARD 60" FROM PARKING SURFACE SEALANT TO BOTTOM OF SIGNAGE FORM CONCRETE PYRAMID ON TOP 1100, 4X4 SQUARE STEEL PIPE BOLLARD CONCRETE FILLED, PAINTED TO MATCH ARCHITECTURAL TRIM ``4 COLOR M � d PITCH, SMOOTH CONCRETE FINISH FINISHED GRADE d °d d d ° ° 4 d — d d 4 ° d — d — d W — II III —III �I' 20" DIA FOOTING HANDICAP ACCESSIBLE PARKING SIGN A — DESIRED MINIMUM A I� 3 8' OUTER LIMITS OF 3' 8" o CONCRETE WALK o u u 4' Orr x . 4' 0„ 4' Orr X _ 4r Orr MIN r� 4 0 ~I MIN MIN rF 4' 0" ~I MIN FRONT FACE!— 5 8 5 8 —«{ I'� 5' 8" m 5' 8" OF CURB > > BACK OF W U U CURB U U 5 w r I °°55 `Z W 6 io i+i` + •° o Cn i+)A ° � 2r Or 6„ m 6' 3" (6" CURB) _/2 0 4 W 4' 2" (4" CURB) � 4' 0" MIN. C'� 4 6' 3" (6" CURB) 6' 3" (6" CURB) 4' 0" 6' 3" (6" CURB) VAR. WIDTH CURB 4' 2" (4" CURB) 4' 2" (4" CURB) MINI 4' 2" (4" CURB) A A .--I 5" (0.2") PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP CURB OR 6 4" (6" CURB) X=4' 0" DESIREABLE 8 _1 16 CURB & 3" 4" (4" CURB) DOME SECTION GUTTER r------------ ' O 18rr �8rr DOME %• : 0.02 FT/FT MAX. 2 (TYP,) 16 (TYP.) 1 0.08 FT/FT OR FLATTER O 0 0 0000006 000000000045; 2' 0" SECTION A -A 00000000 11 s.. 0000000000MlN. 16 (�rp) 0000000000 ROUND ALL - IF THE PATH OF TRAVEL'X' IS 4FT, OR GREATER, USE INTERSECT ONSLOPED S 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. T -8" MIN.- IF'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING MUST NOT EXCEED 0.08 FT./FT.. (6" CURB & 0.08 FT/FT SLOPE) 6' 0" (6" CURB & 0.08 FT/FT SLOPE)+ 47' "II 4,2rr (4" CURB & 0.08 FT/FT SLOPE) (4" CURB & 0.08 FT/FT SLOPE) ELEVATION OF RAMP NOTES: TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THIS STANDARD DETAIL PLATE. THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. 1. 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. 2 WHEN POSSIBLE, PROVIDE: A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. ® PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP. (� ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3' 0" OR 4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY TO" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A LIGHT COLOR (GRAY TYPICALLY) WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRAY CEMENT COLOR. © 60" MIN. FOR NEW CONSRUCTION. TO" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE CURB CUT WIDTH EXCEEDS 4' 0", THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH. 6, 6" X 18" CONCRETE SIDE WALL ° d 2N 6" WEATHER TREATED, VERTICAL GRAIN > d CEDAR WITH ANCHORS 18" OC. m ° D JOINT � XGRASS SYNTHETIC TURF FOR BOCCE `TOP DRESSING (GREEN/BLACK MIX) WEMENT / XGRASS TILE =CTION df0=0=� COMPACTED STONE BASE 1 _� GEOTEXTILE NO SCALE CONCRETE OR ASPHALT BASE COMPACTED SOIL INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. BOCCE BALL COURT �� FIRE PIT Special Details y OF PEDESTRIAN Date: � II 04-01-15 0 CURB RAMP HU-STR-3 Revised: x:St': �90E 01-20-17 NO SCALE NO SCALE PEDESTRIAN CURB RAMP FOLLOW MNDOT STANDARD PLAN 5-297-250 FOR RAMPS IN MNDOT RIGHT-OF-WAY NOTES: 1. ALL CONCRETE, MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER 2. ALL CONCRETE SHALL HAVE A SLUMP OF 3" OR LESS, A 7-DAY STRENGTH OF AT LEAST 2,000 PSI AND A 28 DAY COMPRESSIVE STRENGTH OF 3,900 PSI 3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLED AND TACKED PRIOR TO PATCHING. ON ROADS WERE BITUMINOUS IS 3" THICK OR GREATER THE TOP 1.5" SHALL BE MILLED A MINIMUM OF 18" BEYOND THE SAW CUT AS A MATCH POINT. 4. GRAVEL AND BITUMINOUS IN ROADWAY AREA SHALL BE REPAIRED TO A LIKE NEW CONDITION MATCHING EXISTING THICKNESS. 5. BITUMINOUS PATCH WORK DONE PRIOR TO JUNE 1ST AND AFTER SEPTEMBER 30TH SHALL BE HEATED WITH A RADIANT HEATER TO SEAL THE EDGES. 6. ALL DRIVEWAYS WITH A GRADER GREATER THEN 10% MUST OBTAIN CITY ENGINEER APPROVAL. 7. ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. B. NO DRIVEWAY SHALL BE WITHIN 40' OF A STREET END RADIUS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER. 9. WHERE SIDEWALKS / TRAILS EXISTS OR ARE PROPOSED, THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK / TRAIL AREA WITH PEDESTRIAN CURB OPENINGS PLACED (SEE MNDOT PEDESTRIAN CURB RAMP DETAILS). A MAXIMUM 2% CROSS SLOPE ON SIDEWALK / TRAIL AREAS CROSSING THROUGH DRIVEWAYS. 10. CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT (651) 762-6316 PRIOR TO CONSTRUCTION. FELT EXPANSION PAD 18" MIN. CONCRETE CURES & GUTTER 2' MIN. —� CURB RADIUS 25' BACK OF CURB TYPICAL FELT EXPANSION PAD MAINTAIN GUTTER WITH 3/4" LIP ALONG WIDTH OF DRIVEWAY OPENING. SAW CUT EXISTING BITUMINOUS MILLED AREA 24" MIND RADIANT HEAT PATCH AREA ON ALL PATCHES PLACED PRIOR TO JUNE 1ST OR AFTER SEPTEMBER 30TH 6" CONCRETE PAVEMENT (3F52A) VARIES CROSS SLOPE WHEN SIDEWALK /TRAIL DRIVEWAY SLOPE .�.-• CROSSES DRIVEWAY Y4' PER FOOT 3/4"LIP .'s' e.. P. :.s.•�=.. s STREET PATCH 2' BY LENGTH OF CURBING REMOVED AND REPLACED (MATCH EXISTING THICKNESS) 6" CLASS 5 OR SALVAGED/RECYCLED MATERIAL MEETING CLASS 5 GRADATION (MnDOT 3138) CONTRACTION JOINT SIDEWALK CROSSING ONLY SAWED OR PREFORMED CITY OF Special Details �r COMMERCIAL/MULTI FAMILY Date: 04 01 15 CONCRETE DRIVEWAY DETAIL HU-STR-15 JGO Revised: r EST. isos 03-12-20 COMMERCIAL CONCRETE DRIVEWAY NO SCALE \ " / N M 12" 1" CHAMFER (TYPICAL) ° N 3/4"0 x 3'-O" ANCHOR RODS 2 PER CURB 445 BARS PRECAST CONCRETE a N H PRECAST CONCRETE WHEEL STOP NO SCALE NO SCALE ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 02/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the stateyQill A. `OA` N �v�� ONS� C Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET DETAILS C-501 PROJECT NO. ARC19010 SWERVE RACK Submittal Sheet 3.0" POROUS ASPHALTIC CONCRETE 1.0" CHOKER COURSE, WASHED NO.57 STONE 8.0" CLEAN, WASHED CRUSHED STONE AGGREGATE, MNDOT CLASS A OR B COARSE AGGREGATE, MIN. 80% CRUSHED SCARIFY SUBGRADE TO DEPTH OF 12" AND TOLERANCE WITH EQUIPMENT THAT IMPARTS MINIMAL LOAD POROUS PAVEMENT SECTION I/I111►1:7E1►17�]:ZyErZK�71[y:7■1■�\�/q � IE►11 3" AGGREGATE BASE ;MNDOT 3138 CL5) COMPACTED SUBGRADE CONCRETE PAVEMENT SECTION NO SCALE NO SCALE 2.0" TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,B) SPWEA240B (PG 58-26), MNDOT 2360 2357 BITUMINOUS TACK COAT 2.0" TYPE SP 12.5 BITUMINOUS NON -WEAR COURSE MIXTURE (2,B) SPWEB230B (PG58-28), MNDOT 2360 8" AGGREGATE BASE (MNDOT 3138 CL5) COMPACTED SUBGRADE BITUMINOUS PAVEMENT SECTION L SEE TABLE 1 DOWELED CONSTRUCTION JOINT USE WHERE CONCRETE PLACEMENT OPERATIONS STOP FOR MORE THAN 30 MINUTES, END FOR THE DAY, OR WHERE CAST AGAINST PREVIOUSLY PLACED OR EXISTING CONCRETE. BUILDING OR STRUCTURE 3/4" M JOINT SEALER ° 4 / d I- d < d d d d 6'-0" JOINT FILLER N ISOLATION JOINT USE AGAINST BUILDINGS OR OTHER STRUCTURES TABLE 1: DOWEL SIZING CHART PAVEMENT THICKNESS (in) MAXIMUM DOWEL SPACING MINIMUM DOWEL LENGTH MINIMUM DOWEL DIAMETER LESS THAN 8 12" 16" 0.75" TABLE 2: JOINT SPACING CONCRETE PAVEMENT THICKNESS MAXIMUM JOINT SPACING 5" 10, JOINT SEALER CONTINUE REINFORCING THROUGH JOINT d d < ° < < d < d < CONTRACTION JOINT MAX. CONTRACTION JOINT SPACING SEE TABLE 2 CONCRETE PAVEMENT JOINT NO SCALE PROPERTY LINE 0.511 8' 0.51 CI OPP 1IA" PPP Pii Tn nPAlA1 3" TYPE 9.5 WEAR COURSE MIX (2,B) (SPWEA240B) 6" CLASS 5 OR SALVAGED/RECYCLED MATERIAL MEETING CLASS 5 GRADATION (MnDOT 3138) GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED UNDER CLASS 5 AGGREGATE BIKE PATH TYPICAL SECTION 0.5' 5" SLOPE 1/4" PER FOOT TO DRAIN PROPERTY LINE 0.5' l -6" CONCRETE (3F52A) CLASS 5 OR SALVAGED/RECYCLED MATERIAL MEETING CLASS 5 GRADATION (MnDOT 3138) SIDEWALK TYPICAL SECTION Special Details /r CIT-Y OF BIKE PATH AND Dale: 04 01-15 Revised: SIDEWALK TYPICAL SECTIONS HU-STR-17 r EST.1906 03-12-20 _�L / CONCRETE BIKE PATH & SIDEWALK SECTIONS NO SCALE Special Details �CITY OF TYPICAL TRAIL Date: 04 01-15 JGO SECTION HU-STR-18 Revised: r EST.1906 03-12-20 CONTRACTION JOINT CONSTRUCTION JOINT ISOLATION/EXPANSION JOINT PAVEMENT PAVEMENT r_ W 3/4" r- -� PAVEMENT SURFACE SURFACE -i SURFACE Q p p: o 00 0 0o p. o 00 ° JOINT SEALER o ° JOINT SEALER ° ° JOINT D:o D:o �o SEALER o oD. oD. o otx oD. o oD: oD: BACKER �. BACKER �. BACKER ° MATERIAL o ° ° MATERIAL o ° ° MATERIAL 4Y. D:o. p D:o. D. o o�A A �. D. o A A� o D P o o D Pp pDa' A o D15 a. .. a. .. o D. JOINT BOTTOM INITIAL SAWCUT (1/8") BUTTED JOINT ts OR INSERT o .o " CRACK o o W = WIDTH OF SEALANT RESERVOIR (1/2" (MIN), 5/8" (MAX)) p: D. p JOINT FILLER D = DEPTH OF SEALANT (1.0 TO 1.5W) o 17. In, o 15 T = 1/4 SLAB THICKNESS �. d NOTE: 1. TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT 3/4" j SURFACE FOR EXTERIOR PAVEMENTS JOINT SEALANT •d a d _ ° ° ° m rl 1/4"R d a o C) D-1 (Y ° d w U_ ° d ° TOOLED CONTROL JOINT SPACING: 5' WALK 5' C/C 6' WALK 6' C/C JOINT SEALER N d d d° ° Y d /4"R ° d d o a ¢LU ° d d C LU Cn a ° ° EXPANSION JOINT NON BITUMINOUS JOINT FILLER MAXIMUM SPACING 100'. ALSO USE WHEN ABUTTING BUILDINGS. SIDEWALK JOINT NO SCALE NO SCALE TRAIL SECTION NO SCALE 34' 44" IN -GROUND IN -GROUND MOUNT �12� 2I ` b. SURFACE MOUNT EE1118" 110" s GEF?O A PLAYcaRE o oe CAPACITY 2 Bikes MATERIALS ❑X Standard 1.9" OD schedule 40 pipe ❑ Lightweight 1.9" OD schedule 10 pipe FINISHES Galvanized An after fabrication hot dipped galvanized finish is our standard option. 250 TGIC powder coat colors, thermoplastic coating, PVC dip, and stainless steel finishes are also available as alternate options. Powder Coat Our powder coat finish assures a high level of adhesion and durability by following these steps: 1. Sandblast 2. Epoxy primer electrostatically applied 3. Final thick TGIC polyester powder coat Stainless Stainless Steel: 304 grade stainless steel material finished in either a high polished shine or a satin finish. MOUNT ❑X In -ground OPTIONS In ground mount is embedded into concrete base. Specify in ground mount for this option. ❑ Surface Foot Mount has two 2.5"x6"x.25" feet with two anchors per foot. Specify foot mount for this option. Rail Rail Mounted Swerve Racks are bolted to two parallel rails which can be left freestanding or anchored to the ground. Rails are heavy duty 3"A.4"x3/16" thick galvanized mounting rails. Specify rail mount for this option. www.dero.com 1 1-888-337-6729 © 2018 Di BIKE RACK NO SCALE 2'-11" 1 sPE�tFreATtoN 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE STRUCTURES (INLET 875 LBS, MIDDLE 965 LBS, AND OUTLET 730 LBS). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. CONCRETE AIR ENTRAINED (4% l5 TO 8% BY VOLUME). MANUFACTURED AND DESIGNED TO ASTM C858. 2. 2-POINT PICK USING RECESSED LIFTING POCKETS WITH A Z OUTLE� MIDDLE INLET, STANDARD HOOK. to �? 1-- 3. FIBERGLASS GRATE (11 LBS/PIECE). OUTLET N N, 3D VIE 4. FRP COMPOSITE LID (38 LBS/PIECE) WITH CONCENTRATED LOAD CAPACITY OF 11.200 LBS. OUTLETMIDDLE INLET, 2' 1" INSTALLATION NOTES 7J - 1. INSTALL A CLASS 5 BASE (COMPACTED TO 95% STANDARD 2.7^ 2'-1" PROCTOR). THE DISTANCE FROM THE BACK OF THE CURB MAY VARY if A - A' ^ 1'-10" ^ BASED ON SITE CONDITIONS. EXCAVATE 1' 7" BELOW THE GUTTERLINE ELEVATION (I.E. THE BIORETENTION OVERFLOW 2'-11" ELEVATION) TO ACCOMMODATE THE 9" PONDING - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - DEPTH, 6" CLASS 5 AGGREGATE, AND 4" RAIN GUARDIAN FOXHOLE BASE (INCLUDED). THEREFORE, THE TOP OF THE 2'-11" 2'-11" 2'-11" CLASS 5 COMPACTED BASE IS PRECISELY 1' 1" BELOW THE END A -A' VIEW GUTTERLINE ELEVATION. THE TOP OF THE RAIN GUARDIAN FOXHOLE INLET POINT WILL BE 7-1/2. ABOVE THE TOP OF THE CONCRETE BASE FRP COMPOSITE LID FRP COMPOSITE LID AND 1-1/2' BELOW THE GUTTERLINE ELEVATION TO ACCOMMODATE A in in SLOPED INLET FROM THE GUTTER TO THE RAIN GUARDIAN FOXHOLE. cj 4 MIDDLE N "' t., REMOVABLE FILTER WALL -►� FIBERGLASS GRATE FIBERGLASS GRATE 111 2. SET RAIN GUARDIAN FOXHOLE INLET FIRST, FOLLOWED BY MIDDLE SECTION(S). AND FINALLY THE OUTLET ON THE PREPARED CLASS 5 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - BASE. POSITION RAIN GUARDIAN FOXHOLE OUTLET PIECE SO PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID ;- i r--------------- SOIL INTERFERENCE WITH REMOVABLE FILTER WALL. 2•_7^ F _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3. SECURE MODULAR FOXHOLE PIECES AT EACH JOINT USING I I p A ' PROVIDED GALVANIZED TIE RODS. T-11" 2'-6" T-0.5" 2'-8.25" 4. INSTALL EXPANSION/CONTRACTION JOINT MATERIAL OR A SHEET ELEVATION VIEW OF POLY TO SERVE AS A BOND BREAK BETWEEN RAIN GUARDIAN FOXHOLE AND CONCRETE INLET BEFORE POURING INLET. 5. REMOVABLE FILTER WALL SHOULD BE INSTALLED WITH FILTER ........... FABRIC FACING THE RAIN GUARDIAN FOXHOLE INLET. in N- SIDEWALK .,., ., ., .,. INLET:._..:.:.,. :.:.:.:..:..: ----------- N •CURB TIE GUTTER --------------- 1'---- 2' 1" • `a IIII=IIII GUTTER • -IIII �� =III CLASS 5 AGGREGATE 2-11. =IIII -IIII-IIII-IIII-IIII-IIII =IIII=IIII=IIII=IIII�1-1 IIIIIIISUBSOILSIIIIIII I I p P IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII III IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII-IIII=IIII=IIII-IIII FOXHOLE COULD ALSO BE INSTALLED BEHIND CURB-' =IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=1 MANUFACTURED BY: I■• EORTERRA PLAN VIEW INSTALLED PLAN VIEW - INLET ONLY INSTALLED ELEVATION VIEW - INLET/OUTLET ONLY Structural & Specialty RAIN GUARDIAN FOXHOLE REVISION HISTORY AK6XA REM 13V DAT D-ES-C-FUMT-10N N 1ARDIAN PRETREATMENT CHAMBER 'RUAnNMODULAR 1 0,11,. F ISTUTlidff ism" 1°" 1 BIORETENTION PONDING DEPTH: 9" Anoka Conservation District 1318 McKay Dr. NE, Suite 300 PRETREATMENT FOR BIORETENTaN TYPICAL DETAIL Ham Lake, MN 55304 763-434-2030 scA vARus� Ram Gardens • S.ialcs • Rttration Basins • InldlraUon Basins U.S. PATENTi NOS. 0 501,010 AND 6,855,50/ j RAIN GUARDIAN FOXHOLE NO SCALE ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 02/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the stat 1^�II A. O\�� N` ` ``� c �pN Stephen M. Johnston DATE REGISTRATION IN 18914 01/17/2020 SHEET DETAILS C-502 PROJECT NO. ARC19010 NOTE: ONE CUBIC APPROXIMi A L DIA. 3" LEAF COMPOST (MNDOT GRADE 2) ROTOTILLED TOPSOIL &GENERAL 8" INTO SAND TO 18" ABOVE BOTTOM OF BASIN ROADSIDE SEEDING NATIVE SOIL (ASSUME INFILTRATION RATE 0.8" SEE SHEET C-201 PER HOUR) REMOVE AND REPLACE ANY FINE GRAINED SOILS ENCOUNTERED TO A DEPTH 4 (MAX) OF T BELOW THE SURFACE OF THE BASIN O O O O O O O O O O O O O O O O 1 1�1 I em . INFILTRATION CONSTRUCTION L MINIMUM 4" TOPSOIL STORMWATER SEEDING SEE SHEET C-201 NO SCALE 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) RIPRAP r—yOo w —) �a NONWOVEN GEOTEXTILE FABRIC SECTION B-B TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES AND BED IN GRANULAR MATERIAL. ANY COVER LESS THAN 2' OVER TOP OF PIPE SHALL BE GRANULAR MATERIAL RIPRAP 1' (12"-27" DIA. PIPE) �1.5' (30" AND LARGER PIPE) NONWOVEN GEOTEXTILE FABRIC EXTEND 1' UNDER FES MINIMUM RIPRAP REQUIRED DIA. OF PIPE (IN.) L (FT.) QUANTITY (C.Y.) CLASS 12 8 5 III 15 8 5 III 18 10 6 III 24 12 8 III 30 14 12 III 36 16 14 III 42 18 22 IV 48 20 26 1 IV >48 22-28 1 30-40 1 IV RIPRAP SPILLWAY DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB BOX 10" FILTER ASSEMBLY CURB CG-23 HIGH -FLOW HIGH -FLOW FABRIC NOTES: 1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. MAINTENANCE: 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. Ct- r-Y EST, f9061. WIMCO CURB & GUTTER INLET PROTECTION (CG23) INLET PROTECTION Special Details Date: 04-01-15 Revised: H U-EC-4 03-12-20 NO SCALE NO SCALE STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. POST NOTCHES TO FACE AWAY FROM FABRIC. DIRECTIOt4 OF SURFACE FLOW ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT TABLE 3886-1 (MACHINE SLICED). MACHINE SLICE \ 8"-12" DEPTH (PLUS 6" FLAP) .. 0 24" MINIMUM POST EMBEDMENT NOTE: THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD. HEAVY-DUTY (ERO-1B) OR STANDARD (ERO-1C) SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED WHEN APPROVED OR DIRECTED BY THE CITY. AO COMPACTION: AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE "SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT A UNIFORM HEIGHT. ChT'Y CdF Special Details SILT FENCE MACHINE SLICED Date: GO 09-01-15 Revised: H U-EC-2 R. EST. t906 03-12-20 NOTES: 1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. 2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES - DO NOT STRETCH. MAT OR BLANKET - TYPE PRODUCT SHOULD PROVIDE AT LEAST 30% COVERAGE OF THE SURFACE WHERE IT IS APPLIED. 3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY AS SHOWN. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FOOT AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FOOT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. 4. TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END OF THE NEW NET. OVERLAP THE END OF THE PREVIOUS ROLL 18 INCHES, AS SHOWN, AND STAPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT. MAINTENANCE: INSPECT ALL MULCHES PERIODICALLY, AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION, OR FAILURE. WHEN EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. TYPICAL STAPLES #8 FLOW GAUGE WIRE 10" lft, A. BURY THE TOP END OF THE MATTING STRIPS IN A TRENCH 6 INCHES OR 1 1/2" 1 MORE IN DEPTH. PRESS ENDS 6 INCHES INTO THE SOIL AROUND STRUCTURES AND STAPLE SECURELY WHEN USING NETTING IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH. ,ITI IL — FLOW Ill, B. TAMP THE TRENCH FULL OF SOIL. dL _ SECURE WITH ROW OF STAPLES, 10 INCH � W SPACING, 4 INCHES DOWN FROM THE — - TRENCH. FLOW C. OVERLAP - BURY UPPER END OF LOWER STRIP AS IN "A" AND "B". OVERLAP END OF TOP STRIP 18 INCHES AND STAPLE. FLOW �jlk Ill, I& EROSION CONTROL BLANKET D. EROSION STOP - FOLD OF MATTING BURIED IN SLIT TRENCH AND TAMPED DOUBLE ROW OF STAPLES. NO SCALE SILT FENCE 6-FT. HIGH TEMPORARY ORANGE CONSTRUCTION FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S) INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. FOR ROOTS OVER 1-IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. TREE PROTECTION FENCE 30 DEGREES MAX. O U_ z CONTOURS w ¢ w J15 - CATCHMENT AREA <0.25 ACRES N D=10' R=15' w o of J25 - CATCHMENT AREA >0.25 ACRES D=16' R=25' o� NO SCALE UP -GRADIENT SILT FENCE AND J-HOOK ARE ONE CONTINUOUS LINE START DOWN -GRADIENT SILT FENCE AS CLOSE AS POSSIBLE TO THE UP -GRADIENT J-HOOK J-HOOK SILT FENCE LT41►1 NO SCALE 20' RADIUS MINIMUM 20' RADIUS MINIMUM / PGA �P�O ELOpO 1" TO 2" CRUSHED ROCK 6" MIN. DEPTH NOTES: 1. CRUSHED CONCRETE IS NOT ALLOWED 2. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 3. MAINTENANCE IS INCIDENTAL o/RAC' eYF,� Rqs�, G7NF�R �\00�t� 2a �r CITY OF Special Details ROCK CONSTRUCTION Date: 04 01-15 \ ENTRANCE HU-EC-1 Revised: \ ST. iso6 03-12-20 / 10'0" ss» rrilv vUa111111i v a%alumuiu. -ry rlr` ALTERNATE - RUMBLE RACKS SIDE BY SIDE INSTALLATION \ q\D wy.rr.,, / 11 nro r...e II ii t1 Y.aM . P For Side By Side Installations (i.e. (2) mats wide at the entrance, use short -straps to connect mats as shown in diagram. Contact your distributor or FODS with any additional questions. FODS MAT ROCK CONSTRUCTION ENTRANCE NO SCALE ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 02/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.elanlab.com f 612.260.7990 C E R T I FICAT10N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the stated A. `O� NU ` 30 ONAc C Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET DETAILS C-503 PROJECT NO. ARC19010 GENERAL NOTES: BEDDING THICKNESS t=Do/24, BUT NOT LESS THAN 3" IN ROCK t=Do/12, BUT NOT LESS THAN 6" IF UNSTABLE TRENCH BOTTOM SUBGRADE CONDITIONS ARE ENCOUNTERED, ADDITIONAL CRUSHED ROCK FOR BEDDING AND EXTENT SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER. TRENCH SHALL BE BRACED, SHEETED OR SLOPED AS NECESSARY FOR THE SAFETY OF WORKMEN AND PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. CONSTRUCTION SEQUENCE: 1. PLACE BEDDING MATERIAL. SHAPE TO MATCH PIPE, REMOVE MATERIAL FOR BELLS -� 2. COMPACT OUTER BEDDING - 3. INSTALL PIPE TO LINE AND GRADE 4. PLACE AND COMPACT THE HAUNCH AREA TO SPRINGLINE 5. COMPLETE BACKFILL TO SPECIFICATIONS. z_ TRENCH BACKFILL ENGINEERED FILL: SEE SPECIFICATIONS FOR MATERIAL AND COMPACTION REQUIREMENTS OUTLET NOZZLES & THREADS: TWO 2-1/2" HOSE CONNECTION AND ONE 4-1/2" PUMPER CONNECTION. (NATIONAL STANDARD THREADS) 5 CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) VALVE BOX AS SPECIFIED "HYDRAFINDER" (CANDYCANE) FIRE HYDRANTLOCATOR WATEROUS WB-250 AS SPECIFIED BURY 8.0' 18"-24" 1 Li I I I RN I 1" MIN. 2" MAX. HAUNCHING AND INITIAL Do BACKFILL: ENGINEERED FILL 1" 2'-6" MAX. PARTICLE DIA. _ GEOTEXTILE FABRIC MnDOT 3733 TYPE 3 BEDDING MATERIAL Do/6 MIDDLE BEDDING 12"MIN 7'-6" 1" WASHED COARSE PLACED LOOSELY P:l N BONNET GRAVEL OR CRUSHED STREET, ADAPTOR ROCK TO 6" ABOVE WASTE OPENING MIN.1/3 CY CONCRETE/DUCTILE IRON PIPE BEDDING VARIES' NO SCALE r / I -"_: ._:�S�i"' BRACING AS REQUIRED ' '"'E ^� TRENCH PVC/HDPE PIPE BEDDING ENGINEERED FILL: SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS ENGINEERED FILL: 1" MAX PARTICLE SIZE. SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS BEDDING MATERIAL (SEE SPECS) SHAPE TRENCH TO MATCH BELL SECTIONS BEDDING MATERIAL (SEE SPECS) LINE OF BEDDING IN ROCK (8" SAND BASE IN ROCK FOUNDATION) NO SCALE INN I /ALL Mt APPRC NOTES: P.V.0 1. PAID AS CLEANOUT (EACH) AND INCLUDES INSTALLATION OF ALL MATERIALS FROM (AND INCLUDING) THE SERVICE WYE UP TO (AND INCLUDING) THE METER BOX AND COVER. ALL NECESSARY ADJUSTMENTS TO ACCOMMODATE CONSTRUCTION SHALL BE INCLUDED IN THE CLEANOUT BID ITEM. 2. INSTALL EVERY 100 FEET OR AS DIRECTED BY ENGINEER 3. BENDS AND RISERS TO BE THE SAME SIZE AS SERVICE PIPE. / Special Details CITY OF SANITARY SEWER Date: 04-01-15 JGO SERVICE CLEANOUT Revised: HU-SS-3 03-12-2020 6" D.I.P. WATERMAIN PRECAST CONCRETE BLOCK 8"x8"x16" s PRECAST CONCRETE BASE AS SPECIFIED 2' DIAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH GRAVEL FOR ALL INSTALLATIONS. NOTES: 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 3. HYDRANTS SHALL HAVE A 16" BREAK OFF TRAFFIC FLANGE 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. 5. RED OR YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL. / CITY OF Special Details TYPICAL HYDRANT Date: 04 01-15 1WG0 INSTALLATION H U-W-1 Revised: EST. 1906 03-12-20 3 HYDRANT NO SCALE PREDL LOGO RAISED IMAGE 48" DIA. �► A L►A SDR 26 PVC PIPE DIMENSION SPECIFICATIONS SIZE INCH mm O.D. INCH mm I.D. INCH mm WALL THICKNESS INCH mm 6" 152.40 6.275 159.38 5.793 147.142 0.241 6.121 81t203.20 8.400 213:36 7.754 196.952 0.323 8.204 10"ff4.00 10.500 266.70 9.692 246.177 0.404 10.262 12" 12.500 317.50 11.538 293.065 0.481 12.217 15" 15.300 388.62 14.124 358.750 0.588 14.935 SDR 35 PVC PIPE DIMENSION SPECIFICATIONS SIZE INCH mm O.D. INCH mm I.D. INCH mm WALL THICKNESS INCH mm 4" 101.60 4.215 107.06 3.975 100.965 0.120 3.048 6" 152.40 6.275 159.38 5.915 150.241 0.180 4.572 81, 203.20 8.400 213.36 7.920 201.128 0.240 6.096 10" 254.00 10.500 266.70 9.900 251.460 0.300 7.620 12" 304.80 12.500 4 317.50 11.7804 299.212 0.360 4 9.144 15" 381.00 15.300 388.62 14.426 366.420 0.437 11.100 SECTION A -A N.T.S. DETAIL B GASKET N.T.S. PREDL TYPE 300 - INSIDE DROP CAP SPIGOT END 6" INSIDE DROP PIPE (LENGTH TO SLID) SPIGOT END 6" 451 ELBOW - INSIDE DROP ASSEMBLY DETAIL N.T.S. PREDL INSIDE DROP TYPE 300 - FOR 1350mm FULLY LINED PRECAST MANHOLE systems 7520 Conrad Street Burnaby, B.C. V5A 2H7 Phone : 604 415-9944 Fax : 604 415-9954 DRAWN BY: DATE DRAWN: R.H. JAN.17/12 APPROVED: REVISION: NO: DATE: LOAD RATING SEE DWG. NO. 19 SPECIFIED FOR: DESCRIPTION: PREDL INSIDE DROP TYPE 300 - FOR 1350mm FULLY LINED PRECAST MANHOLE DWG. NO. REV. NO. 8 CATALOG NUMBER: VALVE BOX SETTING TO BE 1/4"-3/8" BELOW PAVEMENT AND AT GRADE IN TURF AREAS VALVE BOX SHALL BE SET TO HAVE 6" ADJUSTMENT UP AND DOWN FROM FINISH GRADE VALVE BOX TYLER 6860 SERIES AGGREGATE AND MnDOT 3733 TYPE 3 GEOTEXTILE FABRIC LINING DRAIN PIT AND ATTACHED TO TOP OF VALVE BOX FOOT PIECE D.I.P. WATERMAIN GATE VALVE ADAPTOR: 1/4" STEEL WITH PROTECTIVE COATING 3/4" RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR 11 _ SIDE VIEW . 11 LID SHALL BE LABELED IN RAISED LETTERS "WATER" T-6" COVER MIN. BASE ADAPTOR ADAPTOR, INC TIE RODS J f� GATE VALVE t�`� i • ` '1 K®r ` r' 8"x13"x5" MANHOLE BLOCK 1" WASHED COARSE GRAVEL OR CRUSHED ROCK TO 6" ABOVE NOTES: WASTE OPENING MIN. 3 CY 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN LIEU OF TIE RODS. 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL. METAL SEATED GAVE VALVES ARE NOT N ALLOWED. O SCALE CITY OF Special Details VALVE BOX Date: 04 01-15 INSTALLATION H U-W-3 Revised: \ EST. 1906 03-12-20 / VALVE BOX NO SCALE ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA S H E E T I N D E X PLANNED UNIT DEVELOPMENT (PUD)l PRELIMINARY PLAT, SITE PLAN REVIEW oz/v/zoZo ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.elanlab.com f 612.260.7990 C E R T I FICAT10N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professiop eer under the laws of the statey�l A. `OA` N �\3 co Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET DETAILS C-504 SANITARY CLEANOUT NO SCALE INSIDE DROP SANITARY MANHOLE NO SCALE PROJECT NO, ARC19010 1899CGP APPROX. DRAIN AREA = 87.29 SO IN APPROX. WEIGHT WITH FRAME = 60.75 LBS 1.25 2.75 O O NYLO LAST O O 0 0 0 o D 0 0 0 38 0 0 0 0 0 � 0 00 0 0 �� o 0 0 0 0 0 0 0 0 0 DUCTI E IRO O O O O 018.64 0 22.13 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H-10 LOAD RATING THIS PRINT DISCLOSES SUBJECT MATTER INWHICH NYLOPLASTHAS DRAWN BY EBC MATERIAL 3130 VERONA AVE QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT BUFORD, GA 30518 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT DOES NOT CONFER,TRANSFER, OR LICENSETHE USE OFTHE DESIGN DATE 3.7.06 DUCTILE IRON PHN(770)932.2443 FAX 770 932-2490 SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY THITRSPRINI OR AN INFORMATION ION CO HEREIN REPRODUCTION OF NY'O last I 1 ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF MANUFACTORANYINFORMATIONCONTAINEDHERHE DISEIN, ORCLOSURE REVISED BY EBC PROJECT NO.INAME www.nyloplas4us.com MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TITLE JUSTICE, 28 CFR PART 36. TOOTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DATE 3.13.10 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. PERMISSION FROM NYLOPLAST 18 IN PEDESTRIAN GRATE ASSEMBLY -TYPEC 7001-110-028 ©wia NYLOPLASTDWG SIZE A SCALE 1:10 SHEET 1 OF 1 DWG NO. 7001.110.212 REV C (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) 1899CGC APPROX. WEIGHT WITH FRAME = 68.50 LBS 1 1.25 2.7� O O NYLO 1AST O O D 0 0 � 0 0 0 0 0 UCTI E IRO O O O O 018.64 022.13 DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT BUFORD, GA 30518 DIMENSIONS ARE IN INCHES DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN DATE 3.8.06 DUCTILE IRON PHN(770)932.2443 GRATE MEETS H-20 LOAD RATING OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTIONOF Nylo laSt' FAX (770)932.2490 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 THIS PRINT ORANY INFORMATION CONTAINED HEREIN, OR REVISED BY EBC PROJECT NO.INAME www.nyloplast-us.com MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TITLE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TOOTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DATE 3.13.10 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. PERMISSION FROM NYLOPLAST 18 IN SOLID COVERASSEMBLY- TYPE C 7001-110-027 Tema NYLOPLAST I DWG SIZE A I SCALE 1:10 SHEET 1OF1 1 DWG NO. 7001.110.214 REV C NYLOPLAST 18" DRAIN BASIN: 2818AG X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" -18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 3 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. (5) ADAPTER ANGLES VARIABLE 0° - 36( ACCORDING TO PLANS NYLOPLAST AREA DRAIN 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING i PART# DRAWING# PFCESTRI.AN MEETS H-10 1899CGP 7001-110-212 STANDARD MEETS hi-20 1899CGS 7001-110-213 SQi.ID COVER MEETS H-20 1899CGC 7071-110-214 DOME NIA 1899CGD 7001.110-215 DROP 1N GRATE: LIGHT DUTY I 18010I 7001110-074 NO SCALE J 1 �1i2„ 4H BEND -H t zo LO m -1 SIDE FRONT RODENT SHIELD OI DIMENSIONS ARE APPROXIMATE TO ALLOW FOR BEND AND A SNUG FIT IN SLOT IN HEADWALL. DISCHARGE DRAIN PIPE TWO NO. 4E VERTICAL BARS RODENT SHIELD Q1 Q I U O NO. 4E HORIZONTAL cm 1" t BAR (CENTERED) M PLAN 1-1/2" u/ OPTIONAL HANDLING HOLES :;:• =:v NO. 4E HORIZONTAL BAR SECTION NOTES: 7T 2'11"t WI LL NO. 4E HORIZONTAL BAR NO. 4E VERTICAL BAR (2 REQUIRED ) DIMENSIONS 4" DIA. PIPE 6" DIA. PIPE 8" DIA. PIPE A 6-1/2" 8-1/2" 10-1/2" B 11010 11211 11411 C 5" T" 9" D 1.0.. 1' 2" 1' 4" E 1 8-1/2" 10-1/2" 1' 0-1/2" F 9" 11" 1' 1" G 9-1/2" 11-1/2" VI-1/2" H 0 5" T" 9-1/2" I 11" 1' V. V 3;-'- 1 6" 8" 10" APPROX. WT. 210 LBS. 250 LBS. 300 LBS. 0 EXACT DIMENSION DEPENDENT ON COUPLING METHOD. T END VIEW H (DIAMETER OF HOLE FOR DRAIN PIPE) TWO NI 4E VERTICAL BARS 1/2" FILLET — 3/4"CHAMFER (TYPICAL) • NO. 4E HORIZONTAL BAR ALL CONCRETE MATERIALS SHALL BE MN/DOT MIX DESIGNATION 3W46 AND/OR OTHER MIX AS APPROVED BY THE STATE MATERIALS ENGINEER. HEADWALLS SHALL NOT BE SHIPPED UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 5000 PSI. THE EPDXY BARS SHALL BE SECURELY RETAINED SO THEY ARE NOT DISPLACED DURING CONCRETE PLACEMENT. TIE WIRE SHALL BE EPDXY COATED. WELDING WILL NOT BE PERMITTED. THE FABRICATOR SHALL PROVIDE A QUALITY CONTROL PROGRAM APPROVED BY THE MATERIALS ENGINEER. Q1 THE RODENT SHIELD SHALL BE FABRICATED FROM CARBON STEEL FLATTENED EXPANDED METAL, STYLE 1/21,NO. 4F. IT SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. ACTUAL SCREEN DIMENSIONS SHALL BE SUCH AS WILL SNUGLY FIT THE PROVIDED SLOT (TAPERED IF NECESSARY ),WITH THE SCREEN LIP FITTING FLUSH WITH THE CASTING TOP AND THE BOTTOM FITTING TIGHT TO THE FLOW LINE. 20 THE MANUFACTURER'S NAME AND DATE OF PRODUCTION (MONTH AND YEAR )SHALL BE CLEARLY CAST NOT INK STAMPED )INTO EITHER THE BOTTOM OF EACH HEADWALL OR NEAR THE BOTTOM OF THE LARGE END IF A MANUFACTURER HAS MORE THAN ONE PLANT, THEY SHALL BE APPROPRIATELY CODED. APPROVED AUGUST 20,2001 — — — — — — l STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE HEADWALL FOR SUBSURFACE DRAINS SPECIFICATION REFERENCE 2502 STANDARD PLATE NO. 3131C REVISED STATE DESIGN ENGINEER 3-22-2013 M.J.E. PRECAST CONCRET HEADWALL � NO SCALE ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW oz/1�/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I FICAT10N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the statey,QiHpll A. `OA` N �v�, ONS� G Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET DETAILS C-505 PROJECT NO. ARC19010 LEGEND SOD //// SEEDING SEE SHEET C-204 FOR SEEDING NOTES ROCK MULCH OVER FILTER FABRIC RIP RAP OVER FILTER FABRIC PLAY SURFACE EXISTING TREE TO REMAIN LANDSCAPE SUMMARY W �w MR1 m � I'q VD° z QED �L �iVcTO� WA SH/Nc; �Th,�Riv pN Cp R��� UNTY R �o,4D) EC/O US NAB RAIL LR ROAD . 1 A UTH p RrTY MAC „r MW dot.. ftfM RETAIL OUTDOOR SEATI AREA 'BENCH 1r ►'tt�.f►�� / ° DRAINAGE &UTILITY °'1 EASEMENT c LIGHTING (TYP) TRASH ENCLOSURE ° . ° BIKE RACKS L� — — — / DRAINAGE & U ILITY , / �° EASEMENT '/ ° ' J' BIKE RACKSo\Sy RETAIL ° / / oSFr ---y 0 o°. DRAINAGE & UTILITY ' EASEMENT ° BENCH (TYP) DRAINAGE & UTILITY EASEMENT / DRAINAGE & UTILITY EASEMENT — WL — — — WL W / \ 1? \ 6z WOOD BOARD), / ABOVEF HWL 928.5 EDGE OF DELINEATED WETLAND EDGE OF ICE MEASURED ON 12-05-19 ICE ELEVATION = ASSUMED OHWL REQUIRED OVERALL PROPOSED PHASE 1 PHASE II VALUE MIN. 1 % COST OF IMPROVEMENTS OVERALL IMPROVEMENTS ABOVE 1 % COMMERCIAL LANDSCAPE 1 DECIDUOUS TREE / 2,000 SF GROSS BLDG = 18,970/ 2,000 = 9 23 DECIDUOUS TREES 10 DECIDUOUS TREES 13 DECIDUOUS TREES OR 1 DECIDUOUS TREE / 100 LF SITE PERIMETER = 2,250/ 100 = 23 1 CONIFEROUS TREE / 2,000 SF GROSS BLDG = 18,970/ 2,000 = 9 11 CONIFEROUS TREES 6 CONIFEROUS TREES 5 CONIFEROUS TREES OR 1 CONIFEROUS TREE / 100 LF SITE PERIMETER = 2,250/ 200 = 11 1 ORNAMENTAL TREE / 2,000 SF GROSS BLDG = 18,970/ 2,000 = 9 11 ORNAMENTAL TREES 5 ORNAMENTAL TREES 6 ORNAMENTAL TREES OR 1 ORNAMENTAL TREE / 100 LF SITE PERIMETER = 2,250/ 200 = 11 1 SHRUB / 2,000 SF GROSS BLDG = 18,970/ 300 = 63 446 SHRUBS 172 SHRUBS 298 SHRUBS OR 1 SHRUB / 100 LF SITE PERIMETER = 2,250/ 30 = 76 PARKING LOT PERIMETER AREA 10' TO RIGHT-OF-WAY & RESIDENTIAL 10' TO RIGHT-OF-WAY 8' TO NORTH PROPERTY 7.4' TO SOUTH PROPERTY 2 DECIDUOUS TREES 1 TREE / 30 LF PERIMETER FRONTAGE 337 LF/ 30 = 11 TREES 11 TREES 5 DECIDUOUS TREES 4 CONIFEROUS TREES INTERIOR PARKING LOT LANDSCAPING 5% MIN. INTERIOR ISLAND (100 SF. MIN SIZE) 3,508 SF 4.9% 1 TREE / 100 SF. 3,588/ 100 = 36 TREES 36 TREES 1 DECIDUOUS TREES 4 DECIDUOUS TREES (INSTALLED WITHIN PARKING LOT AND 20 CONIFEROUS TREES 11 CONIFEROUS TREES OUTSIDE PARKING PERIMETER) I AKIM01-Aoc: of Ani ,1 1 L% %I Y V V V/—%1 L 1 L/—A1 Y 1"=30' , 1 BENCH a — _ (TYP) w< \ wL 1 EGG LAKE OH W=926.62(NAVD88) SEASONAL BOARDWALK & DOCK BIKE RACKS RESTAURANT \\ 121 1 MONUMENT SIGN k GgRp"N ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 02/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 — DECK V-' FUTURE EVENT / CENTER FUTURE \ / WL WOOD BOARDWALK ` + \\ / > / DRAINAGE & UTILITY c00 x N FIRE PIT ;' ++++/ + + / / r / / / II EASEMENT r Z Z LAWN GAME AREA �\ +++�+ +++ INFILTRATION BASIN \ \\ ; ++++ — — — TRAIL EASEMENT / \ N.\ D E S I G N \\\ < \ \ \ DRAINAGE & UTILITY Civil Engineering g� g I Landscape Architecture I Construction Services \\ \\ \ \\ EASEMENT \ 901 N 3rd STREET, SUITE 120 \ \\ NORTH INFILTRATION BASIN \ M I N N E A P O L I S, MIN 5 5 4 0 1 \ \\\ BOCCE BALL COURTS p 612.260.7980 \\\\ \ \ f 612.260.7990 www.elanlab.com NOTE: 1. APPLICANT IS EXPLORING OPTIONS FOR USING WATER FROM EGG LAKE FOR IRRIGATION. 2. APPLICANT TO WORK WITH DNR TO OBTAIN PERMIT TO USE WATER FROM EGG LAKE FOR IRRIGATION. 3. ALL LANDSCAPED AND TURF AREAS TO BE IRRIGATED. 4. IRRIGATION PLAN TO BE SUBMITTED WITH BUILDING PERMIT. \\\ I IVVL JLV.J EDGE OF DELINEATED WETLAND EDGE OF ICE MEASURED ON 12-05-19 ICE ELEVATION = ASSUMED OHWL \ CERTIFICATION \ I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a \ \ duly Licensed Landsca l ct under the laws / of the state of Iv]J,�WS pA\ N vG,\ �V CO / I Pilarsinee Saraithong 1 / REGISTRATION N0. 45059 / I I / / SHEET 30 90 Know what's below. CaII before you dig. SCALE IN FE T LANDSCAPE PLAN L-1 01 PROJECT NO. ARC19010 DATE 01 /17/2020 LANDSCAPE NOTES 7 WL \ - WL - WL ENLARGED LANDSCAPE PLAN ill =20' 3. AREA UNDER OVERHEAD UTILITY LINE SHRUB PLANTING (TYP) _ CONIFEROUS TREE PLANTING (TYP) EXISTING TREE (TYP) + + + + +\ + + +/ + +\+ + + + + \+ 4/ / // /� �`� / �� + + J� o Ir/ EXISTING TREE \ (TYP) \ DRAINAGE & UTILITY \ EASEMENT LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADING AND POSITIVE SURFACE DRAINAGE IN ALL LANDSCAPE AREAS. LANDSCAPE CONTRACTOR MUST ENSURE THAT THE FINAL GRADES ARE MET AS SHOWN ON 8. EDGE ALL SHRUB BEDS WITH 3/16" X 4" MILL FINISHED ALUMINUM EDGING WITH STAKES. ALL EDGING TO BE GRADING PLAN. IF ANY DISCREPANCIES ARE FOUND, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT FOR RESOLUTION. COMMERCIAL GRADE. ALL PLANT MATERIALS ARE TO CONFORM WITH STATE & LOCAL CONSTRUCTION STANDARDS AND THE CURRENT 9. APPLY THREE (3) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN ALL SHRUB AREAS AND APPLY TWO (2) INCH ADDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL PLANT MATERIALS ARE TO BE HEALTHY, DEPTH OF SHREDDED HARDWOOD BARK MULCH IN PERENNIAL AREAS. PRIOR TO MULCHING, APPLY PRE -EMERGENT HARDY STOCK, AND FREE FROM ANY DISEASES, DAMAGE, AND DISFIGURATION. HERBICIDE TO ALL PLANTING BEDS. QUANTITIES OF PLANTS LISTED ON THE PLAN ARE TO GOVERN ANY DISCREPANCY BETWEEN THE QUANTITIES SHOWN 10. APPLY PRE -EMERGENT TO MULCH IN PLANTING AREAS TO PROHIBIT WEED GROWTH. APPLICATION RATE TO BE PER ON THE PLANT SCHEDULE AND PLAN. PLACE PLANTS IN PROPER SPACING FOLLOWING LAYOUT FIGURES. MANUFACTURER'S RECOMMENDATIONS. IF WEEDS APPEAR IN TREATED AREAS DURING THE FIRST YEAR, LANDSCAPE CONTRACTOR TO REMOVE ALL WEEDS AT NO ADDITIONAL COST. TOPSOIL TO BE MNDOT 3877.2B LOAM TOPSOIL BORROW FOR LANDSCAPED AREAS AND PLANTING BEDS. PROVIDE ROOTING TOPSOIL BORROW MNDOT 3877.2E FOR PLANT RESTORATION, WATER QUALITY, AND FILTRATION PLANTING. 11. ALL TREES ADJACENT TO VEHICULAR AND PEDESTRIAN CIRCULATION SHALL HAVE LOWER BRANCH AT 6 FEET MINIMUM ABOVE PAVEMENT. SPREAD PLANTING SOIL AT MINIMUM EIGHTEEN (18) INCH DEEP IN ALL PLANTING BEDS PRIOR TO PLANTING. THOROUGHLY WATER TWICE TO FACILITATE CONSOLIDATION PRIOR TO PLANTING. DO NOT OVERLY COMPACT SOIL. 12. THE ENTIRE LANDSCAPE AREAS SHALL BE IRRIGATED WITH AN UNDERGROUND IRRIGATION SYSTEM. NO WATER IS PLANTING SOIL TO HAVE A PH BETWEEN 6.5-7.5, BE FREE OF CHEMICAL CONTAMINANTS, DEBRIS, LARGE ROCKS ALLOWED ON ANY PAVEMENT, PARKING, WALKWAY, AND BUILDING. THE IRRIGATION CONTRACTOR IS TO DESIGN AND GREATER THAN 1/ 2" DIAMETER, AND FRAGMENTS OF WOOD. SUBSOIL SHALL BE SCARIFIED TO A DEPTH OF 4" BEFORE SUBMIT SHOP DRAWING OF IRRIGATION DESIGN AND CALCULATIONS TO LANDSCAPE ARCHITECT FOR REVIEW 5 DAYS PLANTING SOIL IS SPREAD. PRIOR TO PURCHASING AND INSTALLATION. IRRIGATION DESIGN IS TO MEET ALL CITY AND STATE PLUMBING CODES AND REQUIREMENTS. MULCH TO BE SHREDDED HARDWOOD BARK MULCH (MNDOT 3882 TYPE 6), CONSISTED OF RAW WOOD MATERIAL FROM TIMBER AND BE A PRODUCT OF A MECHANICAL CHIPPER, HAMMER MILL, OR TUB GRINDER. THE MATERIAL SHALL BE 13. ANY IRRIGATION SYSTEM IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE REGISTRATION AS A PRIVATE UTILITY AND SUBSTANTIALLY FREE OF MOLD, DIRT, SAWDUST, AND FOREIGN MATERIAL AND SHALL NOT BE IN AN ADVANCED STATE ENROLLMENT IN THE GOPHER STATE ONE -CALL -SYSTEM, SO THAT ANY ONE DIGGING IN THIS AREA WILL BE MADE OF DECOMPOSITION. THE MATERIAL SHALL NOT CONTAIN CHIPPED UP MANUFACTURED BOARDS OR CHEMICALLY AWARE THE LINES IN THE RIGHT-OF-WAY. TREATED WOOD, INCLUDING, BUT NOT LIMITED TO, WATER BOARD, PARTICLE BOARD, AND CHROMATED COPPER ARSENATE (CCA) OR PENTA TREATED WOOD. THE MATERIAL SHALL BE TWICE -GROUND/ SHREDDED, SUCH THAT; NO 14. FOLLOW LANDSCAPE DETAILS FOR ALL INSTALLATION, UNLESS OTHERWISE NOTED. INDIVIDUAL PIECE SHALL EXCEED 2 INCHES IN ANY DIMENSION. 15. LANDSCAPE CONTRACTOR SHALL MAINTAIN PLANTS IN HEALTHY CONDITION THROUGHOUT WARRANTY PERIOD. THE APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN FOUR (4) FOOT DIAMETER RING AROUND ALL WARRANTY PERIOD IS TWO FULL YEARS FROM DATE OF PROVISIONAL ACCEPTANCE UNTIL FINAL ACCEPTANCE. TREES. WARRANTY PERIOD FOR PLANT MATERIAL INSTALLED AFTER JUNE 1ST SHALL COMMENCE THE FOLLOWING YEAR. PHASE I PLANT SCHEDULE LEGEND 07-1 SOD MESRIE GENERAL SEEDING SEE ISHEET IC 204 FOR SEEDING NOTES STORMWATER SOUTH & WEST SEEDING SEE SHEET C-204 FOR SEEDING NOTES 6" TYPE 1 RIP RAP OVER GEOTEXTILE FABRIC SAND PLAY SURFACE EXISTING TREE TO REMAIN KEY I QUANT. I COMMON NAME I SCIENTIFIC NAME I SIZE I ROOT. I MATURSIZE E DECIDUOUS TREES 4 HACKBERRY CELTIS OCCIDENTALIS 2.5" CAL. B&B 50'H X 409N 2 STREET KEEPER GLEDITSIA TRIACANTHOS 2.5" CAL. B&B 40-H X 20'W HONEYLOCUST VAR INERMIS'DRAVEE' 4 SWAMP WHITE QUERCUS BICOLOR 2.5" CAL. B&B 50'H X 40'W OAK 5 TRIUMPH ELM ULMUS 2.5" CAL. B&B 50'H X 359N 'MORTON GLOSSY' EVERGREEN TREES 10 CUPRESSINA PICEA ABIES UHT. B&B 25'H X 6'W NORWAY SPRUCE 'CUPRESSIAN' yuw/,mac 7 COLUMNAR EASTERN PINUS STROBUS 6' HT. B&B 40'H X 159N WHITE PINE 'FASTIGAIATA' 4 SCOTCH PINE PINUS SYLVESTRIS 6' HT. B&B 60'H X 30'W 5 TECHNY ARBORVITAE THUJA OCCIDENTALIS UHT. B&B 15H X 6'W 'TECHNY' ORNAMENTALTREES D5 SPRING SNOW MALUS 1.5" CAL. B&B 20'H X 15'W FLOWERING CRAB 'SPRING SNOW' SHRUBS 0 17 MUSKINGGUM CORNUS RACEMOSA 24" HT. POT TH X 4'W DOGWOOD 'MUSZAM' ® 38 DWARF BUSH DIERVILLA 24" HT. POT 3'H X 4'W HONEYSUCKLE LONICERA 0 32 SEA GREEN JUNIPERUS CHINENSIS 36" HT. POT 4'H X 5'W JUNIPER 'SEA GREEN' 0 4 FIRST EDITIONS RHUS TYPHINA 36" HT. POT 6'H X 6'W TIGER EYES CUTLEAF 'BAILTIGER' STAGHOARN SUMAC 0 17 GRO-LOW RHUS AROMATICA 18" SP. POT 2'H X 4'W FRAGRANT SUMAC 'GRO-LOW' O 36 SEM ASH SORBARIA SORBIFOLIA 24" HT. POT 3'H X 3'W LEAF SPIREA 'SEM' 0 28 ANTHONY WATERER SPIRAEA X BUMALDA 24" HT. POT 3'H X 3'W SPIREA 'ANTHONY WATERER' PERENNIALS 0 363 KARL FOERSTER CALAMAGROSTIS ACUTIFLORA 1 GAL POT 3'H X 2'W FEATHER REED GRASS 'KARL FOERSTER' MAGUS ECHINACEA PURPUREA 1 GAL POT 2'H X15W CONEFLOWER 'MAGUS' RUBY STELLA HEMEROCALLIS 1 GAL POT 1.5'H X 1.5'W DAYLILY 'RUBY STELLA' DENIM'N LACE PEROVSKIA ATRIPLICIFOLIA 1 GAL POT 2.5'H X 3'W RUSSIAN SAGE 'DEMIN'N LACE' DEAMII BLACK EYED RUDBECKIA FULGIDA 1 GAL POT 2'H X 2'W SUSAN 'DEAMII' LYRICAL BLUES SALVIA NEMROSA 1 GAL POT 2'H X1.5'W SALVIA 'BALYRICLU' WILLIAMETTE HOPS HUMULUS LUPULUS 2 GAL POT 20'H 'WILLAMETTE' SUBSTITUTIONS: IF ANY SUBSTITUTIONS ARE REQUIRED, SUBMIT WRITTEN DOCUMENTS AND PROPOSED SUBSTITUTIONS TO LANDSCAPE ARCHITECT FOR APPROVAL 5 DAYS PRIOR TO PURCHASE AND/OR INSTALLATION. NO MORE THAN 1/3 OF PROPOSED TREES CAN BE THE SAME SPECIES. ,o 20 60 Know what's below. CaII before you dig. r SCALE IN FEET ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW oz/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I FICAT10N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Landsca ikct under the laws of the state of Iv]J,��S G, \�V OAS CD Pilarsinee Saraithong DATE REGISTRATION NO. 45059 01/17/2020 SHEET PHASE LANDSCAPE PLAN L-1 02 PROJECT NO. ARC19010 ONE FLAG PER COMPACT PLANTING SCARIFY SIDES 01 PRIOR TO PLAN' ONE FLAG PER WIRE COMPACT PLANTING SOIL SCARIFY SIDES OF PIT PRIOR TO PLANTING DECIDUOUS TREE PLANTING CONIFEROUS TREE PLANTING DOUBLE STRAND 14 GA. WIRE & 3 STEEL STAKES AT 120 DEGREE INTERVALS 8' STEEL STAKE INSTALL ON THE SIDE OF PREVAILING WIND 16" POLYPROPYLENE OR POLYETHYLENE, 40 MIL, 1-1/2" WIDE STRAP TREE WRAP TO FIRST BRANCH ROOT FLARE AT FINISHED GRADE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD PLANTING SOIL WATER & TAMP TO REMOVE AIR POCKETS NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. NO SCALE DOUBLE STRAND 14 GA. WIRE & 3 STEEL STAKES AT 120 DEGREE INTERVALS 16" POLYPROPYLENE OR POLYETHYLENE, 40 MIL, 1-1/2" WIDE STRAP 8' STEEL STAKE INSTALL ON THE SIDE OF PREVAILING WIND ROOT FLARE AT FINISHED GRADE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 113 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD PLANTING SOIL WATER & TAMP TO REMOVE AIR POCKETS NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. NO SCALE = I--7TT REMOVE ALL POT AND ALL PLASTIC - LOOSEN ROOTS PRIOR TO PLANTING I T- I L SCARIFY SIDES AND BOTTOM PRIOR TO PLANTING SHRUB PLANTING SEE PLAN AN PLANT SCHEDULE F R SPACING 12" MIN../ MAKE SAUCER AROUND PLANTS PROVIDE PLANTING BED 12" MIN. AROUND PLANTS MULCH (SEE LANDSCAPE NOTES) EDGING (SEE LANDSCAPE NOTES) PLANTING SOIL (SEE LANDSCAPE NOTES) NO SCALE PROVIDE PLANTING BED 12" MIN. AROUND PLANTS SET TOP OF ROOT 1" ABOVE GRADE MAKE SAUCER AROUND PLANTS MULCH (SEE LANDSCAPE NOTES) EDGING (SEE LANDSCAPE NOTES) PLANTING SOIL (SEE LANDSCAPE NOTES) LOOSEN ROOTS I I I I t I PRIOR TO PLANTING III —III IIII I I I— z SCARIFY SIDES AND BOTTOM PRIOR TO PLANTING co PERENNIAL PLANTING TOP OF MULCH 2" BELOW TOP OF PAVEMENT ,, 12" MIN. NO SCALE PROVIDE PLANTING BED 12" MIN. AROUND PLANTS MULCH (SEE LANDSCAPE NOTES) EDGING (SEE LANDSCAPE NOTES) 24" MIN. TO PAVEMENT TOP OF EDGING TO BE MAXIMUM 1/2" ABOVE SURFACE MATERIAL INSTALL STAKES PER MANUFACTURER'S INSTALLATION GUILDLINES _ PLANTING SOIL (SEE LANDSCAPE NOTES) WF11 II I II I II I II I II 1I— EDGING AT PLANTING BED SOD AT HARDSCAPE EDGE NO SCALE NO SCALE PROVIDE MULCH POCKET ALONG CURB TOP OF MULCH 2" BELOW TOP OF CURB 1 1 I I 1 I I_117--71 1 1 1_1 I I=1 I I_TTT__ SCARIFY BOTTOM PRIOR TO PLANTING (_,_V PLANTING AT PARKING ISLAND INSTALL PLANTS ACCORDING TO PLANTING DETAILS MOUND PLANTING AREA ABOVE CURB LEVEL MULCH (SEE LANDSCAPE NOTES) BACKFILL WITH PLANTING SOIL (SEE LANDSCAPE NOTES) NO SCALE 3" MIN.- 8" DIAMETER 2-PLY CORRUGATED HDPE GUARDS z UV INHIBITOR -TREATED WHITE EXTERIOR z m WITH BLACK INNER SURFACE �U) M U- 0 H 0 SET BOTTOM FIRMLY IN SOIL —I I II I II I II I II I I I I II I II I II I II I II I II I I— 8 TREE GUARDS NO SCALE ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW oz/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Landsca l ct under the laws of the state of 1v]J,QNC-S OAS N vC, CD Nc, Pilarsinee Saraithong DATE REGISTRATION NO. 45059 01/17/2020 SHEET LANDSCAPE DETAILS C-501 PROJECT NO. 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PARAPET SGREENING FRONT ELEVAT I CN RESTAURANT =A.9Pkl1ni11nn G.InNi/' SLOPED MEMBRANE ROOF 1lall - 11-011 ARCHITECTURAL CONSORTIUM L.L.C. 901 North Third street, suite 220 612-436-4030 Minneapolis, MN 55401 Fax 612-692-9960 Mark Revision/ Issue Dale CITY SUBMITTAL 02-07-20 GREEN SCREEN ROORTOP EQUIP. METAL PANEL OR r' WALL -HUNG TRELLIS PARAPET 5GREENIN6 --. TIMBER CLADDING CITY SUBMITTAL 02-13-20 PLAN REVISION 02-27-20 ELEVATION REV15ION 05-05-20 -- CITY 5UBMI7TAL 04-10-20 I18" = I'-O" LACE ELEVATIQN 511E ELEVA710N D= T U M./ Dail = 1 N-011 METAL -5ARNNOOP SIDING ---STONE BASE TRA5H ENCL05URE 11all = 11-011 CATTLE HOUSE RESTAURANT AND EVENT CENTER HUGOWN EXTERIOR ELEVATIONS PROJECT NUMBER: Ici-1052-01 ISSUED DATE: 01-17-20 DRAWN BY: BL CHECKED BY: KA A2 1/a" = I'-0" Architectural Consortium, L.L.C. 2020 r I I I I - I I I I - I ------------------------------------------------------------------------------------------� - ------------------------ I II Ir 7 II II LT - II II r -7 r -7 r -7 I ---- ----1 � ----------� ----------� ----------� L— --------- J---------------------cl-- —__��---i---------------------- - I I�----=I�----nl �____------� —IF-- n �_ __��1r-- 11 Ir n r__�Ir---- 1 n 1 11 �====1 n r____=lr n J IL I I--- T ---I I II III 'III II II II II I I II II I II II II I II II I II II II I II II II I II II III //III�� III 11 \v�l U II V' ==�ILJI-----J1---1L III II L JL----J1---1L U JL----J1---1L � JL----J1---- II ICl/' II JI 11.p==�Ir==q11 11 -- I --------------------------------------------------------------------- =_— ------- —_— ------- --- ----------------- /I II IIL_ II JII �III 1 I iIL JILT /—J1i it DEC LIOF CATTLE HOUSE G R I L L 10'-0" MONUMENT 5 1 ON 5I r;�E ELEVA710N PREFIN. METAL GORNIGE BACKLIT ILLUM. SIGN PANEL STONE BASE I/8" = 1'-0" FUTURE PHASE 2 ARCHITECTURAL CONSORTIUM L.L.C. 901 North Third Street, Suite 220 612-436-4030 Minneapolis, MN 55401 Fax 612-692-9960 ROORTOP EQUIP. RESTAURANT PARAPET SCREEN I NO 51 GNAOE / BARNWOOD 51 D I NO SLOPED / / MEMBRANE ROOF ANGLED WALL L \- STONE BASE METAL CANOPY \ALUM. STOREFRONT --5TUG00 FRONT ELEVATION 1/8" = 1'-0" AWNING Mark Revision / Issue Date GITY SUBMITTAL 02-0-7-20 METAL PANEL OR GREEN 5GREEN ROORTOP EQUIP. TIMBER GLADDINO WALL -HUNG TRELLIS PARAPET SGREENINO GITY SUBMITTAL 02-15-20 PLAN REVISION 02-27-20 ELEVATION REVISION 05-05-20 GITY 5UBMITTAL 04-10-20 I/8" = I'-O" LAKE ELEVATION 51r;)E ELEVA710N 1/8" = 1'-0" PREFIN. METAL GOPINO BARNWOOD SIC CEDAR GATES STONE BASE I/8" = I'-0" CATTLE HOUSE RESTAURANT AND EVENT CENTER HUGO,MN EXTERIOR ELEVATIONS PROJECT NUMBER: 1a-1052-01 155UED DATE: 0I-I-7-20 DRAWN BY: BL GHEGKED BY: KA 7RA5H ENCLOSURE 1/8" = 1'-0" Architectural Consortium, L.L.C. 2020 FLOOR FLAN I/8" = I,-0" (ARCHITECTURAL CONSORTIUM L.L.C. 901 North Third Street, Suite 220 612-436-4030 Minneapolis, MN 55401 Fax 612-692-9960 Mark Revision / Issue Date GITY SUBMITTAL 02-0-7-20 GITY SUBMITTAL 02-I5-20 PLAN REVISION 02-27-20 ELEVATION REVISION 05-05-20 CITY SUBMITTAL 04-10-20 CATTLE HOUSE RESTAURANT AND EVENT CENTER HUGO,MN FLOOR PLAN PROJECT NUMBER: 1a-1052-01 155UED DATE: 0I-1-7-20 DRAWN BY: BL GHEGKED BY: KA Al Architectural Consortium, L.L.C. 2020 Example of other building elvations that could be in the PUD Not approved as part of these applications. 0 o 0 o Qom m W CANVAS AWNING STUCCO BARNWOOD SIDING � ILLUMINATED o0 U 17 CP 51 ONAOE J J N_ N_ O O X (6 � METAL CANOPY O V N ' W I— w ALUM. STOREFRONT �o � Z2 V za� M N �E5 0 CID 0 ZL LL --L Q U STONE BASE DECORATIVE L 1 OHTS LU ON7 L /ATTl0 D w RETAIL BUILDING I/8" 0_ Z O w00 J �LU Q LU U M � z 00 LU X w W J W Al Architectural Consortium, L.L.C. 2020 0 U z w m co 0 co M m LO LO z W J 0 IL a w z z 2 0 am W U) T wsb March 12, 2020 Shayla Denaway Parks Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Goodview Avenue Trail Feasibility Proposal Dear Shayla: I am pleased to submit this letter proposal on behalf of WSB to the City of Hugo (City) for the Goodview Avenue Trail Feasibility Study. PROJECT UNDERSTANDING It is our understanding that this project is to include the development of a feasibility study for a trail along Goodview Avenue North from Egg Lake Road north to Geneva Avenue North. Prior to the start of the study, a wetland delineation will be prepared for portions of the corridor in order to determine potential impacts and cost factors. If the trail is deemed feasible, 30% plans and support documentation that defines the trail type, location, construction impacts, along with planning level cost estimation for future implementation, will be included. SCOPE OF SERVICES The following scope of services is meant to provide the City with the steps necessary to complete a feasibility study. A. Wetland Delineation: A level 2 wetland delineation with the project area, approximately 50 feet along each side of Goodview Avenue North from Egg Lake Road north to Geneva Avenue North, approximately 1,600 feet in length, with corresponding report will be prepared. B. Project Start -Up & Data Collection: WSB will gather all pertinent project related data, set up project base map documents, and provide ongoing project management. a. Data Collection: WSB will gather project data from the City, including any GIS or CAD files, and will create a base map utilizing City data, lidar topography and county aerial imagery. An ESRI analysis of the project area will be prepared to determine general population demographics to identify stakeholders and potential SHIP populations as it relates to planning and design goals. b. Site Analysis: WSB will conduct a site review to identify site opportunities and constraints for consideration in the preparation of the master plan. c. Trail Study: WSB will review the overall trail system, including proposed routes, to determine connectivity with the neighborhoods within the project area. C. Conceptual Design: WSB will prepare up to two alternative conceptual designs in a basic plan format for the corridor based on existing conditions, opportunities and connectivity along with the potential conflicts or impacts of each concept for consideration. Concepts may explore alternative pedestrian routes for consideration. G:\Group Data\Municipal\Clients - Cities - Counties\Hugo\Proposals\Goodview Ave Trail\LTR PROPOSAL - Goodview Trail Feasibility_2020-0312.docx Shayla Denaway March 12, 2020 Page 2 One (1) city staff review meeting of the concept plans will be held to review and discuss the trail plans to determine if trail segments along Goodview Ave N are deemed feasible based on ultimate impacts and overall costs. D. Trail Feasibility Plan: If deemed potentially feasible, WSB will prepare a trail feasibility plan, based on the preferred approach from the City, that represents a preferred design solution within the scope of Goodview Ave N from Egg Lake Road to the intersection of Geneva Ave N, which is approximately 1,600 lineal feet. This will include plans to a 30% level, estimate of probable costs, and a memo describing the trail route to guide future planning efforts. One (1) staff review meeting will be held. E. Public Meetings: WSB will attend up to two (2) city public meetings to include a Parks Commission meeting to present and discuss the trail feasibility plan and a City Council meeting to approve and adopt the plan. F. Additional Services: Services other than those listed in the Scope of Services above and requested and authorized in writing by the City. These services shall be billed on an hourly basis according to the current Hourly Rate Schedule. FEE PROPOSAL It is proposed that the Scope of Services to be billed on an hourly not to exceed basis as follows: Task A (Wetland Delineation): $4,000 Task B (Data Collection): $1,200 Task C (Conceptual Design): $2,000 Task D (Trail Feasibility): $8,500 Task E (Public Meetings): $2,000 Total: $17,700 If you are in agreement with the terms as outlined above, please sign where indicated below and return one copy to our office. Sincerely, Candace Amberg, PLA Project Manager ACCEPTED BY: City of Hugo Name/Title: Signature: Date: G:\Group Data\Municipal\Clients - Cities - Counties\Hugo\Proposals\Goodview Ave Trail\LTR PROPOSAL - Goodview Trail Feasibility_2020-0312.docx 1 e � Bald Eagle Lake 1 159>n ♦ One Lake — —1 , 1 I ♦ 1 , 1 ♦I 6' o° 0 151St 3.0 � 2 , U 150th o, � � 1 1 1 1 1 1s Ith (F� 1 � 1 Round Lake Lake CITY QFF IU EST. 1906 Existing and Proposed Trails Map City Park DNR Wildlife Management Area (WMA) Undeveloped City Property Regional Trail - Existing Regional Trail - Proposed City Trail - Existing City Trail - Proposed Sidewalks Municipal Boundary Q 2040 MUSA Boundary Parcels Open Water Streams and Ditches Street 0 0.25 0.5 1 O Miles NORTH 3/4/2019 Map 6-7 LivingWealthy Organization: City of Hugo Contact: Shayla Denaway Address: Hugo City Hall 14669 Fitzgerald Avenue North City: Hugo I Zip Code: 55038 E-mail: sdenaway@ci.hugo.mn.us Washington County Phone: (651) 762-6342 Potential number of community members impacted by this project: 15,236 residents in Hugo Date: February 19, 2020 Has your organization ever received LHWC-SHIP funding? Yes Business Agent: Address: City: Zip Code: E-mail: Phone: Federal Tax ID: 41-0954838 Project Description: Master Planning Project: The trail feasibility study would assess a potential environmental change by identifying a pedestrian trail suitable for biking and walking for numerous demographics between the residential neighborhoods along Goodview Avenue where there is an existing gap. This gap currently prohibits residents from safely connecting to the Hardwood Creek Regional Trail to the west (via the sidewalk on Egg Lake Road), Diamond Point Park to the north, and Hanifl Fields Athletic Park to the east (via future trail). This trail would promote physical activity for all ages in a much safer environment than is currently the case, where pedestrians currently have to utilize the same road as vehicular traffic. If the trail is deemed feasible, 30% plans will be drafted. This includes support documentation defining the trail type, location, construction techniques and impacts, along with planning level cost estimation for future implementation. This would provide the City of Hugo the ability to implement the trail through a capital improvement plan or in conjunction with planned road improvement projects. The plan may even guide additional trail improvements with future development projects. Active Living Equipment Project: The City of Hugo has a population of over 15,000 residents and a mix of suburban and rural landscapes. There are over 406 acres of park land and 14 miles of trails. As a developing community, the trail and sidewalk network continues to expand and be better connected. In the fall of 2017, the City of Hugo conducted a survey of existing neighborhood parks/trails and identified areas that needed improvement. This partner project would assist with providing needed trail benches as identified in the survey. How will you sustain the project/initiative or policy beyond SHIP funding? Master Planning - The City of Hugo is committed to funding the remaining portions of the trail feasibility study. Additionally, in -kind contributions will include staff time and stakeholder engagement expenses. Active Living Equipment - The City of Hugo will maintain the paved trail system and the benches. The parks and trails system continues to be promoted in a variety of ways to residents including online and print maps and informational materials. ACTIVE LIVING and MASTER PLANNING ACTION PLAN 2020 Specific Activities Proposed Expected Outcomes: Completion Budget Activities that will lead to expected What are the expected results or outcomes for the specific activities Date for Provide a budget for outcomes. listed on the left? What is measurable as a result of the activity? How Activity: each activity and many individuals or organizations do you expect to reach through this description of how those funds will be activity? used. Master Planning Project A level 2 wetland delineation with the project area, approximately Wetland Delineation June $4,000 50 feet along each side of Goodview Avenue North, with corresponding report. The delineation will be used in the planning and design to determine potential impacts and costs. Trail Feasibility Plan A trail feasibility study will be undertaken by a professional planning July $6,000 and design consultant to determine the feasibility and cost implications of a pedestrian trail along Goodview Avenue North between Egg Lake Road and Geneva Ave North. 30% Trail Plans 30% trail plans with a corresponding estimate of probable costs will August $5,500 in -kind be included in the feasibility memo. This memo will be used to guide future planning efforts and budget for the implementation of the trail that will fill an existing gap and improve connectivity to the Rice Creek and Diamond Point neighborhoods. Stakeholder Engagement The stakeholder engagement process will identify SHIP August $2,000 in -kind communities and will allow stakeholders to provide input and If you need assistance due to disability or language barrier please call 651-430-6001 (TTY 651-430-6246) AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYEE 1/20 feedback on the trail feasibility planning process for an outcome that meets the needs and desires of the community. It is anticipated that the public meetings would be held in conjunction with a Parks, Recreation and Open Space Commission and City Council meeting. The final memo document would be approved and adopted. Active Living Equipment Project Purchase and install 2 benches in Enhance the user experience of the popular trail. Provide a rest August 31 $2,500 Heritage Ponds Park adjacent to the trail stop at a primary access point. Labor to install is In -kind Purchase and install 2 benches in Enhance the user experience of the new trail. Provide a scenic rest August 31 $2,500 Clearwater Cove adjacent to the trail stop. This was requested by the HOA board of the adjacent Labor to install is neighborhood. In -kind Promotion efforts will include outreach to I Improve access to physical activity for seniors and persons with I August 31 1 In -kind agencies or organizations that serve disabilities by providing benches for resting when needed seniors and persons with disabilities to support physical activity. Memorandum of Understanding: • By completing this action plan and signing the County service contract we agree that any equipment purchased with Statewide Health Improvement Program (SHIP) funding will be used for the intended purpose of this action plan for the life of the equipment. SHIP funds cannot be used for installation, maintenance or replacement of equipment. • Partners are expected to spend at least 50% of contracted funds by July 31, 2020 to allow for implementation and evaluation of action plan items as is required by the grant. • Project lead will complete invoices and reimbursement forms while ensuring action plan activities are being completed. • Project lead will participate in informal monthly check -ins, one site visit and complete the Final Evaluation Report by October, 2020. *Refer to the guidelines for list of allowable expenses. TOTAL AMOUNT REQUESTED: 111 UP TO A MAXIMUM AMOUNT OF: $15,000 If you need assistance due to disability or language barrier please call 651-430-6001 (TTY 651-430-6246) AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYEE 1/20 Applicants must provide a 10 percent match of the total funding amount being requested. Please summarize in -kind contributions or other funding sources below. Must include dollar amounts. (i.e. staff time, supplies, equipment, etc.): 10% Match Required: The City of Hugo is committed to funding the remaining portions of the trail feasibility study estimated at $7,500 Additionally, in -kind contributions will include staff time and stakeholder engagement expenses. The staff time to prepare the sites, pour concrete pads, install benches, and repair the site as needed is estimated at >5 hours per bench. The City will also cover the additional material costs for gravel, grass seed, etc. A Public Works Maintenance Worker with truck is billed at $88/hour. 4 benches x 5 hours/bench x $88/hour = $1,760 Total in -kind contributions: $9,260 For questions contact Kim Ball at 651-430-4040 or Kim.ball@co.washington.mn.us If you need assistance due to disability or language barrier please call 651-430-6001 (TTY 651-430-6246) AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYEE 1/20