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2021.04.19 CC Packet
The Council will be meeting using a hybrid model consisting of in-person and virtual via ZOOM. 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 participating, visit https://www.ci.hugo.mn.us/participate. A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. April 5, 2021, City Council Meeting 2. April 8, 2021, LBAE Meeting 3. April 13, 2021, WBL Elementary School Groundbreaking Ceremony 4. April 14, 2021, Lions Park Workshop E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Swearing in of Fire Chief Jim Compton, Jr. 2. Swearing in of Assistant Fire Chief Colin Emans 3. Recognition of Retired Firefighter Ron Gray 4. Good Neighbor Days Event – Lions Club Members Dan Balthazor, Jason Schwieger, and Club President John Kelly 5. Washington County Sheriff’s Office Annual Report – Sheriff Dan Starry 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 Special Event Permit for New Life Church Summer and Fall Events 3. Approve Application for Water Surface Use Permit for Dave Strub on Sunset Lake 4. Approve Temporary On-Sale Liquor License for Lions Club for Good Neighbor Days 5. Approve Renewal of 2 a.m. License for Sal’s Angus Grill 6. Approve Encroachment Agreement for 5555 157th Way North – Thomas Callies Agenda HUGO CITY COUNCIL MEETING HUGO CITY HALL/REMOTE MEETING MONDAY, APRIL 19, 2021 – 7 P.M. H. PUBLIC HEARING 1. None Scheduled I. UNFINISHED BUSINESS 1. Approve Resolution for Lions Park Site Plan J. NEW BUSINESS 1. None Scheduled K. VISITOR PRESENTATIONS 1. None Scheduled L. COUNCIL PRESENTATIONS 1. Update on the Yellow Ribbon Network M. ADMINISTRATIVE PRESENTATIONS 1. None Scheduled N. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON APRIL 19, 2021 D.1 April 5, 2021, City Council Meeting D.2 April 8, 2021, Local Board of Appeals and Equalization Meeting D.3 April 13, 2021, WBL Elementary School Groundbreaking Ceremony D.4 April 14, 2021, Lions Park Workshop Staff recommends Council approve the above minutes as presented. F.1 Swearing in of Fire Chief Jim Compton, Jr. At its October 19, 2020, meeting, Council approved the promotion of Jim Compton, Jr. as the new Hugo Fire Chief effective January, 1, 2021 to replace retiring Fire Chief Kevin Covard. Jim has been with the department since June, 2001. Mayor Tom Weidt will perform the swearing in of Jim Compton, Jr. as Fire Chief. F.2 Swearing in of Assistant Fire Chief Colin Emans At its April 5, 2021, meeting, Council approved the promotion of Colin Emans as the Assistant Fire Chief on the Hugo Fire Department. Colin has been with the department since June, 2013. Fire Chief Jim Compton, Jr. will perform the swearing in of Colin Emans as the new Assistant Fire Chief. F.3 Recognition of Retired Firefighter Ron Gray At its December 16, 2019, meeting, Council approved the retirement of Ron Gray from the Hugo Fire Department effective February 15, 2020. Ron has served on the fire department for 40 years. Council will recognize Retired Firefighter Ron Gray. F.4 Good Neighbor Days Event – Lions Club Members Dan Balthazor, Jason Schwieger, and Club President John Kelly The Hugo Good Neighbor Days Festival will be held Friday, June 11 – Sunday, June 13 at Lions Park. The Hugo Lions Club would like to run the event similar to past years; however, plans may be modified to comply with the Governors orders on COVID. Members of the Lions Club will be in attendance to answer any questions the Council may have and will request the Council co- sponsor the event by waiving the Special Event Permit fee and providing police services for the event, as in the past. Staff recommends Council approve the event with the condition that a COVID Preparedness Plan be prepared prior to the event showing how they will comply with all of the most recent orders from the Governor regarding COVID. F.5 Washington County Sheriff’s Office Annual Report – Sheriff Dan Starry Washington County Sheriff Dan Starry will be in attendance to present the Sheriff’s Department annual report. G.1 Approve Claims Roster Staff recommends Council approve the Claims Roster as presented. G.2 Approve Special Event Permit for New Life Church Summer and Fall Events New Life Church, 6000 148th Street North, has applied for a Special Event Permit to hold outdoor events on Sunday, June 13 and Sunday October 3, 2021. A Special Event Permit approved by Council is required because they will be using an amplified sound system. The June event is an outdoor service at 9 a.m. followed by a picnic. The October event is an outdoor gathering from noon-5:00 p.m. with a small band, hayrides, and outdoor games. Staff recommends Council approve the Special Event Permit for New Life Church for their spring and fall events subject to the conditions in the permit including a COVID Preparedness Plan. G.3 Approve Application for Water Surface Use Permit for Dave Strub on Sunsest Lake On behalf of residents living on Sunset Lake, Resident Dave Strub made application to the City of Hugo for a Water Surface Use Permit to allow residents to water ski on the slalom course on the lake. Washington County Sheriff’s Department issues the permit after City Council approval. Staff recommends Council approve the application for a Water Surface Use Permit for a slalom water skiing course on Sunset Lake. G.4 Approve Temporary On-Sale Liquor License for Lions Club for Good Neighbor Days The Hugo Lions Club had applied for a temporary On-Sale Liquor License to serve alcohol at the Hugo Good Neighbor Days Festival June 11-13, 2021. Staff recommends Council approve the temporary On-Sale Liquor License for Good Neighbor Days. G.5 Approve Renewal of 2 a.m. License for Sal’s Angus Grill Since May 2010, the Sal’s Angus Grill has held a license that permitted the establishment to stay open until 2 a.m. This license needed to be renewed annually with approval by the City Council. This year, the State has waived their permit fee due to COVID. Staff recommends Council approve the renewal of the 2 a.m. license for Sal’s Angus Grill. G.6 Approve Encroachment Agreement for 5555 157th Way North – Thomas Callies Thomas Callies has requested an encroachment agreement to allow construction of a fence within a drainage and utility easement on property located at 5555 157th Way North. A drainage and utility easement covers a majority of the back yard. Staff finds the deck and shed would have no negative impact on utilities or drainage in the area. Staff has reviewed the request and recommends that the City Council approve the encroachment agreement for Thomas Callies, for property located at 5555 157th Way North. I.1 Approve Resolutions for Lions Park Site HCM Architects, on behalf of the City of Hugo, has applied for site plan approval of Lions Park located at 5524 Upper 146th Street North. The site plan includes an approximately 5,500 square foot Lions Park pavilion and associated playground equipment, trails, landscaping, and sport courts/fields. The site was master planned in 2015 after three years of planning, four stakeholder meetings, and six community workshops. In October 2020, a community workshop was held and three stakeholder committees were formed to refine the design of the playground, park pavilion, and overall park site. At its April 8, 2021 meeting, the Hugo Planning Commission considered the request for the Lions Park Site Plan. The Commissioners liked the overall site plan and agreed that the park redevelopment will be a great amenity to Hugo. The Planning Commission found that the site plan meets all criteria required for approval and recommended approval of the site plan subject to the conditions listed in the resolution. The City Council and Parks Commission held a workshop on April 14, 2021 at Hugo City Hall, where HCM Architects and WSB presented the site plan and park pavilion in depth. Residents were invited to participate in the workshop and provide feedback and ask questions. Generally, the Council members, Commissioners, and residents were excited about the future improvements of Lions Park and considered the site plan to consist of high quality design and to be well thought out. Staff recommends Council approve the resolution approving the Lions Park Site Plan. K.1 Update on the Yellow Ribbon Network Council Members Chuck Haas will update the Council on the activities of the Yellow Ribbon Network to date. M. Adjournment The Council meeting was held using a hybrid model consisting of in-person and virtual via ZOOM, pursuant to MN Statute Sec. 13D.021. Meeting ID # 822 3995 9951 Passcode: 210067 Call to Order Mayor Weidt called the meeting to order at 7: 00 p.m. COUNCIL PRESENT IN CHAMBERS: Klein, Miron, Weidt COUNCIL PRESENT REMOTELY: Haas, Petryk OTHERS PRESENT AT CITY HALL: City Administrator Bryan Bear, Development Director Rachel Juba City Clerk Michele Lindau OTHERS PRESENT REMOTELY: City Engineer Mark Erichson, Community Development Assistant Emily Weber City Administrator Bryan Bear reviewed the protocols for hybrid meetings Approval of Minutes for the March 15, 2021 City Council Meeting Miron made motion, Miron seconded, to approve the minutes for the City Council meeting held on March 15, 2021, as presented. Roll call vote – all ayes. Motion carried. Approval of Agenda Weidt made motion, Miron seconded, to approve the agenda as presented. Roll call vote – all ayes. Motion carried. Washington County Assessor’s Report – Assessor Dan Squyres Washington County Assessor Dan Squyres attended the meeting to provide information on the County’s Assessor’s report as it pertains to Hugo and answer questions by the Council in preparation for the Board of Appeals and Adjustments meeting on April 8, 2021. Squyres began by reviewing the cycles during the year saying market value statements had gone out in March, and the appeals period was taking place now. He explained when and how properties were reviewed and stated he would be reviewing over 1,800 this year in Hugo. There were 161 new homes constructed last year, up from 101 the previous year, and one new commercial start. He explained how they do sales analysis and adjust property values. There were over 4,000 sales in Washington County last year, and 323 “arm’s length” transactions in Hugo, which do not include Minutes HUGO CITY COUNCIL MEETING HUGO CITY HALL/HYBRID MEETING MONDAY, APRIL 5, 2021 – 7 P.M. Hugo City Council Meeting Minutes for April 5, 2021 Page 2 of 12 new construction. The number of townhome sales had doubled since last year. He reviewed the impact of “lender mediated” sales such as foreclosures, short sales, and bank owned sales saying there were 54 countywide sales and only two in Hugo. Squyres explained how they use time adjusted sales prices and the steps they use to reach target values. He talked about homes sales saying they were significantly up. More houses were selling but supply was down by almost 40% indicating there are more buyers on the market than sellers, which leads to quickly increasing prices. It was anticipated this trend would continue. He explained it was hard to determine the average value increase of homes because situations differ, but the overall trend was up 1-10%, with less than 200 homes Countywide that decreased. The median value of a home in Hugo this year was $309,000, slightly lower than the County value of nearly $317,000. The median value in Hugo last year was $290,000. He talked about apartments and commercial properties saying the number of sales was holding steady. Commercial was up 5.92% in Hugo, and the County was up 8.4%. He noted that the office market values held steady and industrial values were very strong, but retail was hit hard. Countywide, apartment adjustments were up, and rental rates were fairly strong. There was a reduction in agriculture adjustments countywide, but Hugo increased. He pointed out that Hugo was in the northern tillable section where values were up between $288-5,260 per acre. He stated they were currently in the appeals period, and he expected fewer appeals this year than last year. Approval of Consent Agenda Weidt made motion, Petryk seconded, to approve the following consent agenda: 1. Approve Claims Roster 2. Approve Grant Agreement with BWSR for CSAH 8 Stormwater Reuse Project 3. Approve Resolution Restricting Parking Along Portions of 147 th Street 4. Approve Resolution to Rescind the Local Emergency 5. Approve Resolutions Approving Variance and CUP Amendment for Xcel Energy - 13620 Fenway Boulevard North 6. Approve Property Line Adjustment on 9604 170th Street North – Scott Johnson 7. Approve Resolution Approving the Encroachment Agreement for Octavio Chung Bustamante and Mary Chung - 4958 142nd Circle North 8. Approve Public Works Summer Seasonal Employees 9. Approve Resolution Adopting Water and Sewer Pro-Forma Financial Guide for 2021 10. Approve Purchase of Easement on Atkinson Property – 147 th Street 11. Approve Reduction in Cash Escrow for Hugo Gardens 12. Approve Pay Voucher No. 3 from Scandia Trucking, LLC for JD2 Ditch Maintenance 13. Approve Pay Voucher No. 6 from Ebert Construction for New Public Works Facility 14. Approve Pay Voucher No. 14 from CB&I, LLC, for Water Tower No. 4 Roll call vote – all ayes. Motion carried. Hugo City Council Meeting Minutes for April 5, 2021 Page 3 of 12 Approve Claims Roster Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Grant Agreement with BWSR for CSAH 8 Stormwater Reuse Project The City of Hugo had authorized preparation of plans and specifications for the final design of the County Road 8 Stormwater Reuse Project that would irrigate the median and boulevards along County Road 8, Lions Park, City Hall, Hugo Gardens and Keystone Place. The City was notified that they had been awarded funding from the Board of Soil and Water Resources (BWSR) in the amount of $392,400 for the project. The City had previously been awarded $50,000 from the Metropolitan Council Stormwater Grant Program and grants from the RCWD in the amounts of $100,000 and $76,000. The total project cost was estimated to be $729,000, with approximately 85% of the cost coming from grant funds. The City’s share of the project cost was $110,600. As part of the Clean Water Fund Grant Agreement, the City could not begin work under this grant until the agreement was executed. The funds for this grant would expire on December 31, 2023. The agreement required the installation of signage as provided in Minnesota Laws 2010, Chapter 361, Article 3, Section 5(b) for Clean Water Projects, and all signage needed to represent BWSR and the Clean Water Fund program as a funding partner. Adoption of the Consent Agenda approved RESOLUTION 2021-17 AUTHORIZING THE BOARD OF SOIL AND WATER RESOURCES 2021 CLEAN WATER FUND GRANT AGREEMENT FOR THE COUNTY ROAD 8 STORMWATER REUSE PROJECT. Approve Resolution Restricting Parking Along Portions of 147 th Street Improvements to 147th Street included reconstructing the existing portion of 147th Street from Flay Avenue to Finale Avenue and extending a new street section from Finale Avenue to Oneka Parkway. 147th Street had been designated as a Municipal State Aid (MSA) roadway and would be required to be constructed to meet the design requirements set forth by MnDOT as the City would be expending MSA funds for the project. Adoption of the Consent Agenda approved RESOLUTION 2021-18 RESTRICTING PARKING ALONG 147TH STREET FROM FOREST BOULEVARD (TH 61) TO ONEKA PARKWAY FOR THE 2021 DOWNTOWN IMPROVEMENT PROJECT S.A.P. 224-104-006. Approve Resolution Rescinding the Local Emergency A local emergency was declared by Mayor Weidt on March 18, 2020, in response to the COVID- 19 Pandemic. On March 20, 2020, the Council approved a resolution to extend the Mayor declared local emergency. Although no actions were ever taken, the declaration had put the City in a state of readiness should it need to make decisions quickly. At its March 15, 2021, the Hugo City Council discussed the COVID-19 pandemic and unanimously approved rescinding the City’s local emergency powers. Adoption of the Consent Agenda approved RESOLUTION 2021-19 RESCINDING THE LOCAL EMERGENCY. Hugo City Council Meeting Minutes for April 5, 2021 Page 4 of 12 Approve Resolutions Approving Variance and CUP Amendment for Xcel Energy - 13620 Fenway Boulevard North Xcel Energy currently owned and operated a training facility on property located at 13620 Fenway Boulevard North and proposed to construct additional training facilities to include a “mock” transmission line. The transmission line was proposed to have approximately 12 utility poles of various types and heights. This required a Conditional Use Permit amendment to amend the site plan for utility pole locations in the CUP. The applicant had also requested a variance from the maximum building height for the training poles to be 72 feet tall, where 50 feet was allowed by ordinance for structures and buildings. At its March 25, 2021, meeting, the Hugo Planning Commission held a public hearing and considered the requests. There were no residents who spoke during the public hearing. The Planning Commission found that the applications met all requirements necessary for approval and recommended that the City Council approve the variance and CUP amendment. Adoption of the Consent Agenda approved RESOLUTION 2021 – 20 APPROVING A VARIANCE FROM THE MAXIMUM BUILDING HEIGHT FOR A TRANSMISSION TRAINING LINE ON PROPERTY LOCATED AT 13620 FENWAY BOULEVARD, and RESOLUTION 2021-21 APPROVING A CONDITIONAL USE PERMIT AMENDMENT FOR XCEL ENERGY TO AMEND THE SITE PLAN FOR THE PROPERTY LOCATED AT 13620 FENWAY BOULEVARD NORTH. Approve Property Line Adjustment on 9604 170th Street North – Scott Johnson Scott Johnson had requested approval of a property line adjustment for properties located at 9604 170th Street North. The applicant had proposed to adjust the common property line between the two properties. The existing Parcel A was two acres and Parcel B was 37.33 acres. This adjustment would result in Parcel A totaling 3.7 acres and Parcel B totaling 35.63 acres. Staff found that the property line adjustment would reduce the extent of any nonconformities. Adoption of the Consent Agenda approved RESOLUTION 2021-22 APPROVING A PROPERTY LINE ADJUSTMENT FOR SCOTT JOHNSON FOR THE PROPERTIES LOCATED AT 9604 170TH STREET NORTH. Approve Resolution Approving the Encroachment Agreement for 4958 142 nd Circle North - Octavio Chung Bustamante and Mary Chung Octavio Chung Bustamante and Mary Chung had requested an encroachment agreement to allow construction of a fence within a drainage and utility easement on property located at 4958 142 nd Circle North. Staff had reviewed the request and recommended that the City Council approve the encroachment agreement. Adoption of the Consent Agenda approved RESOLUTION 2021-23 APPROVING AN ENCROACHMENT AGREEMENT FOR OCTAVIO CHUNG BUSTAMANTE AND MARY CHUNG TO ALLOW CONSTRUCTION OF A FENCE WITHIN A DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT 4958 142ND CIRCLE NORTH. Approve Public Works Summer Seasonal Employees Staff had requested authorization to re-hire seasonal employees for the public works Hugo City Council Meeting Minutes for April 5, 2021 Page 5 of 12 department. In the 2021 General Fund Budget, Council approved funding for six seasonal employee positions. All six seasonal employees from the previous year wished to return. Seasonal Public Works Employees assist with mowing, garbage/litter removal, park maintenance, boulevard maintenance and general public works maintenance. Adoption of the Consent Agenda approved re-hiring the seasonal staff from the previous summer. Approve Resolution Adopting Water and Sewer Pro-Forma Financial Guide for 2021 In 2018, the City Council adopted a resolution approving a pro-forma financial guide for water and sanitary sewer operations and established service rates. The Finance Department was directed to update the financial guide and review service rates on an annual basis going forward. Finance Director Ron Otkin had updated the pro-forma for the 2021 fiscal year and recommended no changes to the rate schedule. Adoption of the Consent Agenda approved RESOLUTION 2021-24 ADOPTING A PRO FORMA FINANCIAL GUIDE FOR WATER AND SANITARY SEWER OPERATIONS FOR THE 2021 FISCAL YEAR AND ESTABLISHING SERVICE RATES. Approve Purchase of Easement on Atkinson Property – 147th Street As part of the new Public Works facility project, 3-phase electrical power was required and currently being installed. Public Works staff had worked with Xcel Energy to find the most cost effective way to provide this power to the new building. The best route involved installing an underground electrical mainline across the Atkinson property located on the south side of 147 th St. N. (north of Irish Avenue Park). Xcel Energy had drafted an easement and City staff had negotiated a price of $8,000 with Mike Atkinson for the purchase of the easement. Adoption of the Consent Agenda approved the purchase of a utility easement from Atkinson for the installation of 3 phase power to the new Public Works facility. Approve Reduction in Cash Escrow for Hugo Gardens The Hugo Gardens Project had grading and utility work completed to date, and the Hugo Garden Apartments, LLC. had requested a reduction in the cash escrow. The current amount of cash escrow for the Hugo Gardens Project was in the amount of $2,160,007. Staff had inspected the work completed to date and recommended Council approve the reduction in cash escrow. Adoption of the Consent Agenda approved the reduction in cash escrow to $2,145,757 based on the value of work remaining to be completed. Approve Pay Voucher No. 3 from Scandia Trucking, LLC for JD2 Ditch Maintenance The City of Hugo had received a pay voucher from Scandia Trucking, LLC. for approval of its third pay request for the 2019-2021 maintenance on Judicial Ditch #2. City staff had reviewed the pay request and found it to be satisfactory for work completed to date. Adoption of the Consent Agenda approved partial payment to Scandia Trucking, LLC. in the amount of $72,495.45. Hugo City Council Meeting Minutes for April 5, 2021 Page 6 of 12 Approve Pay Voucher No. 6 from Ebert Construction for New Public Works Facility Ebert Construction had submitted Pay Voucher No. 6 for payment for the City of Hugo Public Works Facility project in the amount of $23,191.51. The quantities completed to date had been reviewed and agreed upon by the architect, contractor, and City staff. The amount indicated above reflected the work certified through March, 2021, with a 5% retainage applied. Total retainage being held for the project to date was $58,041.95. Adoption of the Consent Agenda approved Pay Voucher No.6 in the amount of $23,191.51 to Ebert Construction. Approve Pay Voucher No. 14 from CB&I, LLC, for Water Tower No. 4 CB&I had submitted Pay Voucher No. 14 for work certified through December 2, 2020, on the Water Tower No. 4 project. Adoption of the Consent Agenda approved payment in the amount of $107,131.07 to CB&I, LLC, for the Water Tower No. 4 Improvement Project. Approve Colin Emans as New Assistant Chief on the Hugo Fire Department Two firefighters had been interviewed for the vacant position of Assistant Chief, and Colin Emans was selected to fill this position. Staff had recommended Council approve Colin Emans as Assistant Chief on the Hugo Fire Department. Mayor Weidt removed this from the Consent Agenda and invited Fire Chief Jim Compton to give a little background on the appointment of Emans as Assistant Chief. Weidt made motion, Haas seconded, to approve the appointment of Colin Emans as Assistant Chief on the Hugo Fire Department. Roll call vote – all ayes. Motion carried. Approve Resignation of Firefighter Amy Kriegshauser from the Hugo Fire Department Hugo Firefighter Amy Kriegshauser had submitted her letter of resignation from the Fire Department. Chief Jim Compton, Jr. recommended Council accept the letter and confirm termination of her employment with the Hugo Fire Department effective immediately. Mayor Weidt removed this from the Consent Agenda to thank her for her efforts and volunteerism to the City. Weidt made motion, Klein seconded, to approve the resignation of Firefighter Amy Kriegshauser from the Hugo Fire Department. Roll call vote – all ayes. Motion carried. Approve Site Plan, CUP, Property Line Adjustment, and Development Agreement for New White Bear Lake Elementary School Community Development Director Rachel Juba provided information on the request from the White Bear Lake School District for approval of a site plan, Conditional Use Permit, property Hugo City Council Meeting Minutes for April 5, 2021 Page 7 of 12 line adjustment, and development agreement for their new elementary school located west of TH61 and across from 152nd Street. The property is approximately 137 acres but only 35 acres of the property in the northeast quarter was buildable. The house on the property was demolished and the barn would be torn down when construction is finalized. The school would be 100,000 square feet with a gymnasium connected. There would also be ball fields, a playground, and hiking trails that would connect to the Hardwood Creek Trail. The property line adjustment was for property owned by Xcel Energy to acquire the property, and then then an easement would be granted to Xcel. The Conditional Use Permit was to allow the school in the R3 Zoning District, and the site plan and development agreement approvals were for public improvements. At its March 25, 2021, meeting, the Planning Commission held a public hearing and considered the requests. There was one resident that spoke during the public hearing and asked about buffering her property from the trail that would extend to 157th Way North. The school district stated they would be in contact with that resident to discuss options. The Planning Commission liked the site plan layout and the architecture of the building. They all agreed it was a good addition to the community and they looked forward to the school opening. The Planning Commission had unanimously recommended approval of the resolutions approving the site plan, CUP, and property line adjustment for the White Bear Lake School District. Juba went over the details of the site plan showing the primary access off 152 nd Street and the location of the busing area. The playground would be located on the southwest portion, and the recreational fields north of that with a trail connecting to the neighborhood. The applicant was working with MNDot to improve the intersection at 152nd Street. She reviewed the landscape plans with the Council saying it exceeded the requirements in the landscape ordinance. She talked about the architecture being of high quality material with brick, precast concrete, and a significant amount of glass. Klein and Haas asked about water reuse on the site and if the water from the CSAH 8 project could accommodate it or water from the drainage ditch. Juba replied there would be ponds next to the building, but water would not stay in the ponds long enough for stormwater reuse. City Engineer Mark Erichson stated there would not be adequate capacity to extend the CSAH 8 stormwater reuse project, and the drainage ditch could be evaluated, but it fed into the CSAH 8 basin as well. White Bear Lake School Superintendent Dr. Wayne Kazmierczak talked about the strategic planning process and how the product of that was to build a new elementary school in Hugo. He thanked Hugo for their partnership. He introduced the team present with him that evening: Dan Schmidt, currently Principal at Lincoln Elementary and new principal at the new elementary school; Tim Wald, Assistant Superintendent for Finance and Operations; Paul Aplikowski and Tyler Ertl from Wold Architects; and Dan Rose, Director of Building Operations. Paul Aplikowski gave a brief presentation on the design of the building. He explained a group of approximately 70 stakeholders called the “Future of Learning“ developed basic principles and handed them off to the core planning groups who worked on designing the layout of the building. User groups then designed the individual rooms. The school would be for Kindergarten – 5 th grade. The total project cost was approximately $43 million and included the building and on and off site improvements. He explained, with Council approval, they would be ready to begin Hugo City Council Meeting Minutes for April 5, 2021 Page 8 of 12 the dirt work. He commented that the best qualities of urban and rural came together in Hugo, and the design of the building embraced the idea of nature. Tyler Ertl went over the floor plan showing how student traffic would flow through the building. He talked about the different spaces, with the Learning Commons being at the heart of the building. He showed images of the outside of building and talked about the patterns and colors, He showed renderings of the inside of the building with natural shapes and colors, explaining there would be a lot of natural light. Dan Schmidt talked about the six Learning Studio areas explaining the different learning environments in each. He showed where there was a cubical in each Learning Studio that the teachers would use as office space and work collaboratively. There was an area for special education and intervention programing and mud room and lockers that would lead into a flex space area. The studios would be unique because they would be multi-grade studios to honor personalized learning experiences. He talked about how they would be collaborating with Oneka elementary to enhance the programing at both schools. Tim Wald talked about the next steps in the process explaining they were currently moving equipment to the site. Naming of the school would begin in August, and they hoped to have a name to recommend to the school board in November. He talked about the school having solar on all parts of the roof. Klein asked how the new school would compared to Oneka Elementary in size and capacity, and Klein asked about technology at the school. Wald replied they were about the same size and similar in technology. He said they would be putting in the best technology available, and they had been keeping Oneka Elementary’s technology updated. The Mayor and Council voiced their appreciation for the City’s partnership with the school district and their enthusiasm for the opening of the new school. Miron made motion, Klein seconded, to approve RESOLUTION 2021-25 APPROVING A PROPERTY LINE ADJUSTMENT FOR WHITE BEAR LAKE SCHOOL DISTRICT AND XCEL ENERGY FOR THE PROPERTY LOCATED NORTH OF 152 ND STREET NORTH AND WEST OF FOREST BLVD NORTH (HIGHWAY 61). Roll call vote – all ayes. Motion carried. Weidt made motion, Miron seconded, to approve RESOLUTION 2021-26 APPROVING A CONDITIONAL USE PERMIT FOR WHITE BEAR LAKE SCHOOL DISTIRCT TO ALLOW A SCHOOL IN THE SINGLE FAMILY DETACHED RESIDENTIAL (R-3) ZONING DISTICT FOR THE PROPERTY LOCATED NORTH OF 152 ND STREET NORTH AND WEST OF FOREST BLVD NORTH (HIGHWAY 61). Roll call vote – all ayes. Motion carried. Hugo City Council Meeting Minutes for April 5, 2021 Page 9 of 12 Klein made motion, Petryk seconded, to approve RESOLUTION 2021-27 APPROVING A SITE PLAN AND DEVELOPMENT AGREEMENT FOR WHITE BEAR LAKE SCHOOL DISTRICT FOR THE CONSTRUCTION OF AN ELEMENTARY SCHOOL LOCATED NORTH OF 152ND STREET NORTH AND WEST OF FOREST BLVD NORTH (HIGHWAY 61). Roll call vote – all ayes. Motion carried. Northeast Youth & Family Services Update and Discussion on Contract Northeast Youth and Family Services (NYFS), located in White Bear Lake, had provided counseling services to youth and families in the City of Hugo for over 20 years. President and CEO Tara Jebens-Singh was in attendance remotely to provide information on services provided by them to Hugo’s residents. City Administrator Bryan Bear began by giving background on the City’s relationship with Northeast Youth and Family Services (located in White Bear Lake) and Lakes Center for Youth and Families (located in Forest Lake). He asked Council to consider what level of support the City should give for these services. He explained that about ten years ago, Council allocated $12,000 for youth diversion programing to be split between both organizations, and that amount had not changed since 2011. Tara shared information on the organization explaining they partner with 15 municipalities and three school district to provide support to low-income and underinsured youths and families and adults. She said they will be celebrating 45 years of service the community this spring. She provided information on the services available at their outpatient clinics in Shoreview and White Bear Lake, and the telehealth services they started this year due to COVID. She provided information on their school-based mental health services and their NETS Day Treatment program. She explained community-based services included a diversion program, senior chore program, and community advocate program. She reviewed cost saying Hugo is one of 15 municipalities that support what they do, and the cost of services provided to Hugo last year was $28,266. She thanked Hugo for the additional support of $8,463.71 the City of Hugo provided them from the CARES Act, which allowed them to invest in working remotely and provide over 5,500 telehealth services. She said they were looking forward to more in-person services becoming available noting that telehealth would remain an option and their online presence would be expanded. Miron asked about who received their services and how they were paid for. She replied their primary contacts were the Ramsey County Generals Office and referrals from local police and schools. A person coming from the Washington County courts would go to Forest Lake and Ramsey County courts would go to White Bear Lake. She explained there were different cost for different services, and they included donations, insurances, grants, and restitutions. Additional dollars for support came from contracts. Hugo City Council Meeting Minutes for April 5, 2021 Page 10 of 12 Klein asked how Hugo compared to the other community’s in the amount of support requested. Tara explained how it varied between communities, and Hugo was similar to St. Anthony in that both were split between two service providers. She encouraged Hugo’s continued support for the Forest Lake provider. She said dollar amounts were based on population, and in 2020, amounts ranged from $1,591 from Birchwood (population 876) to $60,777 from Roseville (population 36,000). She said when she started, she realized the amounts had not been adjusted over the years and they basically set it at $2 per capita. She talked about the makeup of the board, which included community leaders. Weidt made motion, Miron seconded, to ask staff to analyze this and come back to council with a recommendation. Miron asked staff to see if Lakes Center for Youth and Families in Forest Lake would like to give a presentation to determine what services they have provided. Roll call vote – all ayes. Motion carried. Tara provided an open invitation for Hugo to have representation on one of the boards. Discussion on Short Term Rental Ordinance Community Development Director Rachel Juba talk about a complaint the City received on a short term rental facility that was advertised on the website Vacation Rentals by Owner (VRBO). The Washington County Sheriff’s Department had also received numerous complaints on the property. The complaints related to noise, parties, and the transient nature of the short term rentals. After reviewing the City Code, it was in staff’s opinion that short term rentals were not allowed in the City. The City Code does not specifically define or address short term rentals. The owner of the short term rental had made a request to the City Council to evaluate allowing short term rental facilities in the City. She talked about other communities that have performance standards for short and long term rentals, and she recommended Council forward this to the Ordinance Review Committee. Miron made motion, Petryk seconded, to forward the request to the Ordinance Review Committee (ORC) for their review and recommendation to the City Council on what to do with short term rental facilities in the City. Roll call vote – all ayes. Motion carried. Update on Yellow Ribbon Network Council Members Chuck Haas updated the Council on the activities of the Yellow Ribbon Network to date. Haas shared photos of soldiers receiving pheasants from the last Pheasant Hunt at Wild Wings and a photo of soldiers at the remote Burger Night site in Guantanamo Bay. Haas announced Burger Night at the Hugo American Legion will start again on April 27 th and will be sponsored by the White Bear Lake Area Chamber of Commerce. He presented information on the annual report from the YRN Treasurer showing how over $100,000 in funds Hugo City Council Meeting Minutes for April 5, 2021 Page 11 of 12 were spent. He talked about the Certificate of Recognition from Governor Tim Walz given to the YRN for surpassing expectation and obligation to the community. Local Board of Appeals and Equalization on Thursday, April 8, 2021 City Administrator Bryan Bear reminded Council they were scheduled to meet as the Local Board of Appeals and Equalization on Thursday, April 8, 2021, in the Oneka Room from 5:30 – 6:30 p.m. White Bear Lake Elementary School Groundbreaking on Tuesday, April 13, 2021 City Administrator Bryan Bear informed Council the White Bear Lake School District had invited the Council to attend the groundbreaking ceremony for their new elementary school to be located at 15198 Forest Boulevard, just north of the Hugo Post Office, on Tuesday, April 13, 2021, at 2:00 p.m. Miron made motion, Klein seconded, to schedule a meeting of the Council to attend the White Bear Lake Elementary School Groundbreaking Ceremony on Tuesday, April 13, 2021. All Ayes. Motion carried. Lions Park Workshop on Wednesday, April 14, 2021 City Administrator Bryan Bear informed Council the Hugo Parks Commission had scheduled a workshop to review the construction plans for Lions Park on Wednesday, April 14, 2021 at 7 p.m. at Hugo City Hall. Miron made motion, Klein seconded, to schedule a meeting of the Council to attend the Lions Park Workshop on Wednesday, April 14, 2021. All Ayes. Motion carried. Spring Citywide Cleanup Day on Saturday, April 17, 2021 City Administrator Bryan Bear announced the City would be holding its annual Spring Cleanup Day on Saturday, April 17, 2021 from 8 a.m. – noon at Public Works. Vacancy on the Carnelian - Marine - St. Croix Watershed District Board of Managers City Administrator Bryan Bear informed Council the Washington County Board of Commissioners was accepting applications for the Carnelian-Marine-St. Croix Watershed District Board of Managers. There were currently four member on the board with terms to expire on June 21, 2021. The City was asked to submit a list of nominees by April 22, 2021. Hugo City Council Meeting Minutes for April 5, 2021 Page 12 of 12 Adjournment Klein made motion, Haas seconded, to adjourn at 9:01 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk Mayor Weidt called the meeting to order at 5:30 p.m. PRESENT: Klein, Miron, Weidt PRESENT REMOTELY: Petryk ABSENT: Haas ALSO PRESENT: City Administrator Bryan Bear, City Clerk Michele Lindau, Washington County Residential Supervisor Lisa Young, Deputy County Assessor (and Commercial Supervisor) Robin Nelson, Property Appraiser Commercial Rebecca Heili, Property Appraiser Residential II Dan Squyres The Hugo City Council met as the Board of Appeals and Equalization to hear from property owners for the purpose of reviewing and correcting the assessment of real estate for the year 2022. The Board considered appeals from two property owners and was presented with four maintenance changes recommended by Washington County. Klein made motion, Miron seconded, to approve an adjustments to 12607 Fenway Avenue North to $335,700. All Ayes. Motion carried. Klein made motion, Miron seconded, to approve adjustments made to four properties, as recommended by the Washington County Assessor. All Ayes. Motion carried. Miron made motion, Klein seconded, to adjourn at 6:38 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk Minutes LOCAL BOARD OF APPEALS AND EQUALIZATION HUGO CITY HALL THURSDAY, APRIL 8, 2021 – 5:30 P.M. COUNCIL PRESENT: Haas, Klein, Miron, Weidt COUNCIL ABSENT: Petryk STAFF PRESENT: Community Development Director Rachel Juba The Hugo City Council attended the groundbreaking ceremony for the new White Bear Lake elementary school to be located at 15198 Forest Boulevard, north of the Hugo Post Office and across from Peloquin Industrial Park. Respectfully Submitted, Rachel Juba Community Development Director Minutes HUGO CITY COUNCIL WBL SCHOOL GROUNDBREAKING 15198 FOREST BOULEVARD TUESDAY, APRIL 13, 2021 – 2:00 P.M. COUNCIL PRESENT AT CITY HALL: Klein, Miron, Weidt COUNCIL PRESENT REMOTELY: Petryk COUNCIL ABSENT: Haas PARKS COMMISSION PRESENT AT CITY HALL: David Stub, Nicole Schmid, Ranell Tennyson, Roger Clarke, Emily McGinnity, Meredith St. Pierre PARKS COMMISSION PRESNT REMOTELY: Cathy Moore-Arcand PARKS COMMISSION ABSENT: Rauschendorfer OTHERS PRESENT AT CITY HALL: Community Development Director Rachel Juba, Parks Planner Shayla Denaway, Community Development Assistant Emily Webber, City Clerk Michele Lindau A workshop was held to present to Council and the Parks Commission the construction plans for the new community building at Lions Park and the new park layout. Matt Lysne from HMC Architect presented the site plan for the building. Candace Amberg, WSB Senior Landscape Architect, presented the park layout. There were four residents in attendance and six who attended via zoom. The meeting adjourned 8:30 p.m. Respectfully Submitted, Michele Lindau, City Clerk Minutes HUGO CITY COUNCIL WORKSHOP ON LION PARK HUGO CITY HALL ONEKA ROOM WEDNESDAY, APRIL 14, 2021 – 7:00 P.M. City of Hugo Claims April 19, 2021 G. 1 Vendor Invoice Amount Description Department Agiliti Health Inc 90096645 708.00$ AED Annual Testing Fire Dept Allstate Peterbilt of South St. Paul 3004391989 196.08$ Parts - Unit #208 Street Dept Allstate Peterbilt of South St. Paul 3004392136 723.64$ Parts - Unit #208 Street Dept Bound Tree Medical LLC 83990406 18.79$ Medical Supplies Fire Dept Century Link 651 426-8763 69.83$ 911 Emergency Line Administration Century Link 651 429-3212 72.33$ Fire Station Phone Lines Fire Dept Century Link 651 653-1154 62.68$ SCADA Lines Water & Sewer Century Link 651 653-1154 (9.25)$ SCADA Lines (Credit) Water & Sewer City of Roseville 230003 7,172.51$ April Computer Service Various Comcast 3/18/2021 161.67$ Business Internet (thru April 27) Fire Dept Companion Animal Control LLC March 384.88$ Callout Fees & Mileage Animal Control Core & Main LP N924207 4,131.00$ Radio Meters Water Utility Core & Main LP N924207 (3,996.00)$ Radio Meters (Returned) Water Utility Custom Cap & Tire LLC 270035391 134.00$ Tires - Unit #324 Parks Dept Electro Watchman Inc 365510 120.80$ Keyfobs Various Forest Lake Napa March 2,533.21$ Auto Parts and Shop Supplies Various Frattallone's Hardware Store 143670 4.74$ Hardware Street Dept Gene's Disposal Service Inc 406769 966.97$ March Waste Hauling - PW Facility Public Works Gene's Disposal Service Inc 406769 195.38$ March Waste Hauling - Fire Station Fire Dept Gene's Disposal Service Inc 406769 91.91$ March Waste Hauling - City Hall Gen Gov't Bldgs Gopher State One Call 1030480 313.20$ March Service Charges Water & Sewer GovOffice LLC INV209131 1,440.00$ Web Hosting thru March 2022 Administration GovOffice LLC INV209131 300.00$ Extended Storage Plan Administration Granicus Inc 138593 7,877.57$ Web Streaming Service (05/07/21 thru 05/06/22) Audio/Video H & L Mesabi 8199 301.16$ Parts - Unit #343-20A Parks Dept Hanco Corporation 565882 36.71$ Shop Supplies Public Works Hanco Corporation 566043 193.66$ Shop Supplies Public Works Hawkins Inc 4904361 792.00$ Chlorine Pressure Regulator - Well No. 4 Water Utility Hawkins Inc 4904361 438.30$ Water Chemicals Water Utility Hugo Equipment Company 164859 118.89$ Parts for Weed Whips Parks Dept Hugo Equipment Company 164876 39.87$ Parts for Weed Whips Parks Dept Hugo Feed Mill 103293 1.10$ Hardware (CH) Gen Gov't Bldgs InnoGraphics Design Group 3733 640.00$ Spring Newsletter Design Misc Unallocated Innovative Office Solutions LLC IN3304622 144.84$ Markers, Pens, Folders, Organizer, Etc Public Works Instrumental Research Inc 3239 100.00$ Water Bacteria Testing Water Utility Kath Fuel Oil Service Co. 12320094 4,504.79$ March Unleaded Gas & Diesel Purchases Various Kath Fuel Oil Service Co. 710205 1,843.70$ Bulk Lubricants Public Works Laughlin's Pest Control 42599 85.00$ March Pest Control Service (CH) Gen Gov't Bldgs Lawson Products 9308315692 56.83$ Bulk Hardware Supplies Public Works Lawson Products 9308319037 681.33$ Bulk Hardware Supplies Public Works Lawson Products 9308322728 356.56$ Bulk Hardware Supplies Public Works Leffler Printing Company Inc 21419 3,654.00$ Newsletter Printing Misc Unallocated Loffler Companies Inc 3687052 253.80$ April Copier Service Payment Administration Lozier, Amber CLAIM 59.90$ MixKwik Spray Paint Shakers (MixKwik.com) Public Works Marco INV8608287 44.68$ April Copier Maintenance Building Inspections MBPTA 2021 100.00$ 2021 Membership Dues - Debi Close Building Inspections Minnesota Department of Health 8754 23.00$ Water Operator Renewal - Richard Kieffer Water Utility Northwest Lasers and Instruments 15267 2,290.00$ Spectra Single Grade Laser Public Works Press Publications 696761 30.25$ Board of Appeal and Equalization Notice Ordinances/Proceedings Press Publications 696762 60.50$ Ordinance 2021-504 Ordinances/Proceedings Press Publications 696764 48.40$ Board of Appeal and Equalization Notice Ordinances/Proceedings Ricoh USA, Inc 104813016 123.18$ Copier Lease Payment Public Works Ricoh USA, Inc 104813016 21.10$ Overage Charges Public Works Smith, Schafer & Associates 92161 11,700.00$ 2020 Audit Interim Billing Finance Dept Smith, Schafer & Associates 92161 3,900.00$ Accounting Assistance Finance Dept Smith, Schafer & Associates 92161 2,300.00$ CRF Single Audit Interim Billing Finance Dept Tri-State Bobcat A85455 338.04$ Parts - Unit #304-A Street Dept Uline 131761140 96.52$ Stretch Wrap Public Works UniFirst Corporation 090 0615833 204.20$ Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 090 0615835 196.42$ Uniform, Supplies & Floor Mat Services (PW) Public Works UniFirst Corporation 090 0617198 176.35$ Uniform, Supplies & Floor Mat Services (PW) Public Works Viking Electric Supply Inc S004552016.001 33.91$ Fluke Test Leads Public Works Washington County 187251 4,300.86$ 800 Radio User Fees - January thru March Fire Dept Williston Companies 3872 1,820.00$ Irrigation Backflow Testing Parks Dept WSB & Associates February 111,350.00$ Engineering Fees - See Attached Breakdown Various YMCA Forest Lake Membership 1,500.00$ Board of Directors Membership Contributions 178,633.79$ Total Claims for April 19, 2021 Page 1 Office of the Sheriff Commitment to Excellence William M. Hutton Sheriff Daniel Law Enforcement Center • 15015 62nd Street North — P.O. Box 3801, Stillwater, Minnesota 55082-3801 Phone: 651-430-7600 • Fax: 651-430-7603 • TTY: 651-430-6246 www.co.washington.mn.us Equal Employment Opportunity / Affirmative Action Dan Starry Sheriff Brian R. Mueller Chief Deputy APPLICATION FOR WATER SURFACE USE PERMIT To Place a raft, buoy, or other structure on or in the waters of this county pursuant to MN Rules 6110.1800 Name:___David Strub_____________________ Home#:_6514293053_______Cell#__6514028654________ Address:_12670 Ingersoll Ave N ____________ Work#:__________________Fax#:____________________ __Hugo, MN______________________ Zip Code:_55038_______ E-Mail:__dave@strubnet.net _______________________________________ Type of structure:_slalom course_______ Body of water:__Sunset Lake____Dates:_May 1, 2021 - Oct 31, 2021_ Permit requirements: Applicant shall maintain a comprehensive liability insurance policy in the amount not less than three hundred thousand dollars ($300,000). The policy shall remain in effect for the duration of the effective dates. A Certificate of Insurance must be supplied to the Sheriff’s Office with the permit application. I the undersigned applicant, agree to hold harmless Washington County for any and all claims resulting from the structure specified on this application. 1. Diagram of water surface showing placement of structure, include the depth of the water at the location of the structure. 2. Permit must be issued before structure is placed on or in the water. 3. Floating rafts, swim buoys and mooring buoys must be placed between the permit holder’s property lines as they extend into the water. These structures must be within 100 feet of shore. 4. Structure must display proper reflective material as described in MN State Rule 6110.1800 . 5. Permit number must be displayed on the structure using numbers that are at least two inches high and a contrasting color to the area where they are attached. 6. Water ski slalom courses and water ski jumps must be approved annually by the City Council or Township Board where the course will be located, special restrictions may apply. Slalom courses cannot exceed 900 feet in length and must display the permit number on the end floats. Slalom courses and ski jumps cannot be a navigational hazard. Water ski jumps must be lighted during the hours of darkness. City/Township Representative printed name:______________________________________________ City/Township Representative Signature:_______________________________________________ Signature of Applicant:____________________________________________Date:_________________ Agenda Number: G.6 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: Thomas Callies, 5555 157th Way North – Encroachment Agreement to allow construction of a fence within a drainage and utility easement. DATE: April 15, 2021, for the City Council meeting of April 19, 2021 ZONING: Single Family Detached Residential (R-3) LAND USE: Low Density Residential (LD) 60-DAY REVIEW DEADLINE: June 4, 2021 1. DESCRIPTION OF REQUEST: Thomas Callies has requested an encroachment agreement to allow construction of a fence within a drainage and utility easement on property located at 5555 157th Way North. A drainage and utility easement covers a majority of the back yard. It will be properly owner’s responsibility to determine property lines so the fence remains on their property. Staff finds the fence would have no negative impact on utilities or drainage in the area. 2. CONCLUSION/RECOMMENDATION: Staff has reviewed the request and recommends that the City Council approve the encroachment agreement for Thomas Callies, for property located at 5555 157th Way North. ATTACHMENTS: 1. Location Map 2. Survey 3. Encroachment Agreement Resolution 4. Encroachment Agreement RESOLUTION 2021-____ APPROVING AN ENCROACHMENT AGREEMENT FOR THOMAS CALLIES TO ALLOW CONSTRUCTION OF A FENCE WITHIN A DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT 5555 157TH WAY NORTH WHEREAS, an application has been filed by Thomas Callies that requests approval of an encroachment agreement to allow construction of a fence within a drainage and utility easement on the property located at 5555 157th Way North, legally described as follows; Lot 6, Block 7, Creekview Preserve, Washington County, Minnesota WHEREAS, the City Council has fully considered the request for the encroachment agreement. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the encroachment agreement for Thomas Callies on the property located at 5555 157th Way North. ADOPTED by the City Council this 19th day of April, 2021. ________________________________________ Tom Weidt, Mayor ATTEST: _________________________________ Michele Lindau, City Clerk 15 7th Way No rth 157th Way Court North 5555 157th Way North Location Map Hugo, MN Roads Hugo Border Parcel Boundary ¯0 100Feet1 in = 100 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\5555 157th Way N.mxdSite WHEREUPON, the parties have set their hands this day of , 2021. CITY OF HUGO By By Tom Weidt, Mayor Michele Lindau, City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 2021, before me, a Notary Public, personally appeared TOM WEIDT, Mayor, and MICHELE LINDAU, City 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 STATE OF MINNESOTA ) ) ss. (Individual Notary) COUNTY OF WASHINGTON) By Thomas Callies On this _____ day of __________________, 2021, before me, a Notary Public, personally appeared Thomas Callies who signed the foregoing instrument and acknowledged said instrument to be his free act and deed. __________________________________________ Notary Public THIS INSTRUMENT DRAFTED BY: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 ENCROACHMENT AGREEMENT THIS AGREEMENT is made this ____ day of _______________, 2021, by and between the CITY OF HUGO, a Minnesota municipality (hereinafter “City”) and, Thomas Callies, 5555 157th Way North, Hugo, MN 55038 (hereinafter “Owner”), and their successors in title. WHEREAS, the City has an easement for drainage and utility purposes (the “Easement”) along the northerly portion of the Owner’s property, which property is legally described as Lot 6, Block 7, Creekside Preserve, Washington County, Minnesota; and, WHEREAS, Owner is desirous of constructing a fence partially within the easement area; and, WHERAS, the City will permit the placement of a fence in the area described herein subject to the terms and conditions hereof. NOW, THEREFORE, in consideration of the premises and for good and valuable consideration, the receipt of which is acknowledged, the City will permit the encroachment on its easement as set forth herein and subject to the conditions set forth below: 1. Owner and their successors in title may install and maintain a fence within the Easement, and the fence shall be constructed in accordance with the plans on file with the City of Hugo. The property owner shall be responsible for locating property lines to ensure the fence is on their property. 2. No plantings, trees, permanent improvements or structures other than the fence may be maintained or placed in the easement area. 3. Owner shall maintain the fence in good repair and shall not permit it to be expanded, lengthened or to impair the City’s easement or its rights thereunder in any respect. 4. The encroachment granted to Owner herein is subject to the existing easement rights of the City as granted in various easements. 5. The City will notify Owner if it requires removal or relocation of the fence or any part of it. Thereafter, Owner shall remove the fence according to the direction of the City and if Owner fails to do so, the City may enter upon the land and remove as much of the fence as required and cast it upon the adjoining lands. In such an event, the City shall not be liable to Owner for any costs, loss or damage whatsoever, and may assess the property for all of its costs incurred in removing the fence, and the Owner waives all formalities, requirements and defenses arising from or relating to Minnesota Statutes Section 429 relating to or arising from the work done by the City. 6. To the fullest extent permitted by law, Owner agrees to release, defend, protect, indemnify, save and hold harmless the City, its agents, directors, employees, shareholders and contractors against any and all claims, costs and liabilities, including the costs of defense for damages, injury or death arising from or in any way connected to the installation, maintenance, repair, removal and/or presence of the fence, regardless of whether such harm is to Owner, the City, the employees or officers, guests or invitees of either or any other person or entity, except Owner shall not be liable under this paragraph for loss or damage to the extent resulting from the negligence of the indemnified parties. 7. The permission granted herein is limited exclusively to the proposed fence within the specified portion of the easement area of the City’s Easement. Owner shall not alter the grade or permit such alteration anywhere upon the land upon which the City has reserved its easement rights without proper express written consent of the City. 8. Owner shall, at all times, use their best efforts to conduct all of their activities on said Easement in such a manner as to not interfere with or impede the operation of the City’s Easement and related activities in any manner whatsoever, and shall follow the direction of the City. 9. This Agreement shall run with the land and inure to the benefit and be binding upon the parties hereto, their heirs, successors and assigns. 10. Owner shall be responsible for the costs of recording this Agreement with the Washington County Recorder. Agenda Number: I.1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Emily Weber, Community Development Assistant SUBJECT: HCM Architects on behalf of the City of Hugo – Lions Park site plan located at 5524 Upper 146th Street North. DATE: April 15, 2021 for the City Council meeting of April 19, 2021. ZONING: Central Residential District (CR-3) LAND USE: Public/Quasi-Public (PQ) 60-DAY REVIEW DEADLINE: May 25, 2021. 1. PLANNING COMMISSION UPDATE: At its April 8, 2021 meeting, the Hugo Planning Commission considered the request for the Lions Park Site Plan. The Planning Commission discussed the design and architecture of the park pavilion and the lighting around the park. The Commissioners liked the overall site plan and agreed that the park redevelopment will be a great amenity to Hugo. They also discussed various events that the park will accommodate and the benefit to having both indoor and outdoor gathering spaces. The Planning Commission recommended approval of the site plan for Lions Park, located at 5524 Upper 146th Street North, subject to the conditions listed in the resolution. The City Council and Parks Commission held a workshop on April 14, 2021 at Hugo City Hall, where HCM Architects and WSB presented the site plan and park pavilion in depth. Residents were also invited to attend the workshop and ask questions on the use of the facilities. There were questions on the availability of the amenities to the public, such as room rental opportunities, and general safety considerations with the playground. Generally the Council members, Commissioners, and residents were excited about the future improvements of Lions Park and considered the site plan to consist of high quality design and to be well thought out. Additional comments included the emphasis on developing a park that will have amenities for all residents to enjoy and will last for many years to come. Lions Park Site Plan Page 2 2. DESCRIPTION OF REQUEST: The City of Hugo is proposing to construct an approximately 5,500 square foot Lions Park pavilion on the south side of Lions Park. The pavilion will include an indoor gathering room, meeting rooms, a serving kitchen, and support spaces such as restrooms. These amenities will be available to the public to rent and use. The site plan consists of the pavilion and associated playground equipment, trails, landscaping, and sport courts/fields. The existing Lions Park property is approximately eight acres in size, however, with the relocation of Finale Avenue North, approximately 1.75 acres will be added to the park. Lions Park is considered a recreational field and structure and is allowed in the zoning district as a permitted use. 3. BACKGROUND: The Parks Commission has been in the process of planning the redevelopment of Lions Park for many years. A master plan for the park was approved in 2015 after three years of planning, four stakeholder meetings, and six community workshops. Hundreds of residents and stakeholders participated and provided input during this process. Since then, the Parks Commission and City Council revitalized the project and approved a Feasibility Study done on the Park in June 2020. The Feasibility Study guided the Parks Commission and City Council to make minor changes to the master plan that allows the park to align with the new residential development west of the park, known as Hugo Gardens Apartments. In October 2020, a community workshop was held and three stakeholder committees were formed to refine the design of the playground, park pavilion, and overall park site. The committees were made up of residents, Council representatives, and Commissioners. These committees each met three times between November 2020 and January 2021 to help design the park elements that are in the submitted plans. The playground is a destination, inclusive playground that meets the needs and desires of multiple age groups, abilities, and challenge levels. It features a prominent central play structure, zip lines, swings, independent play, and sensory challenges. The pavilion is designed to have an indoor-outdoor feel and offer views of the park from three sides of the large indoor gathering room. Adjacent outdoor spaces will provide additional gathering areas including a gas fire pit and picnic shelter. The park site will include relocating the existing skate park, perimeter and internal lit sidewalks, large open lawn space, and sport activities such as pickleball and tennis courts, and a half-court basketball area. 4. CONTEXT: A. Surrounding Land Use and Zoning The properties to the east of Lions Park are zoned Central Business (C-1) and Future Central Business (FCB), the properties to the north and south are zoned Central Residential (CR-3), and Lions Park Site Plan Page 3 the property to the west is zoned PUD and is occupied by the Hugo Gardens Apartments. Hugo City Hall is located east of Lions Park and shares a parking lot with the park. B. Natural Characteristics of Site The property is currently occupied by the existing Lions Park shelter, playground, and associated ball fields. The site is relatively flat and does not contain any wetlands. 5. ANALYSIS: A. Site Plan The site plan complies with the ordinance standards as follows: Building Setbacks The proposed building meets all setback requirements in the Central Residential (CR-3) zoning district. The minimum front yard building setback is 25 feet. The front entrance of the pavilion is located on the south side of the site and has a building setback of approximately 45 feet. Building Height The height of the building complies with the 35 foot maximum height in the CR-3 zoning district. Building Coverage and Lot Coverage The site plan complies with the City ordinance for building and lot coverage. Parking The parking ordinance does not outline specific parking requirements for a park pavilion however, any use not assigned in the parking ordinance shall be assigned a parking requirement by the community development director as stated in the City Code. There are four designated parking areas located on the site plan and a total of 175 parking spaces. There are 56 parking spaces in the northwest corner of the site that provide access to trails and sport courts. There are 16 parking spaces along the south entrance of the park pavilion. The east side of the site will have nine parallel parking spaces. Lions Park will also share a parking lot with Hugo City Hall. The existing City Hall parking lot will be reconstructed and expanded to include 94 parking spaces. Included in the overall parking plan are 13 handicap parking spaces. The applicant determined the number of parking spaces by evaluating the use of City Hall, the capacity of the proposed park pavilion, and overall amenities at the park site. Staff is comfortable with the proposed parking and believes that parking needs will be adequately met. Lions Park Site Plan Page 4 Lighting The ordinance requires outdoor lighting within residential zoning districts to be shielded or controlled so as not to light adjacent property at an intensity exceeding one-quarter footcandle as measured at the property line. The applicant is proposing a combination of wall mounted LED fixtures and bollards throughout the site. The lighting will light the trails and walkways throughout the park, the playground, and parking areas. Staff is comfortable with the lighting plan but will continue to evaluate the proposed lighting to ensure that it is compliant with ordinance requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for developments. The site plan exceeds the ordinance requirements and consists of a variety of tree species, shrubs, grasses, and perennials. The applicant has incorporated landscaping around park entrances, parking areas, and the playground features. Additionally, natural landscaping elements will be incorporated into playground play features. The applicant has also included landscaping that will coordinate with the entrance into City Hall. Staff is comfortable with the proposed landscaping and will require the applicant to gain final approval with submittal of a building permit. Architecture and Building Materials In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. The guidelines allow flexibility on four-sided architecture for industrial buildings. The design of the building meets the intent of the guidelines. The design of the pavilion includes large overhangs on the north, east, and west sides of the building that are intended to blend the indoor and outdoor uses of the pavilion. The north side of the pavilion features an extended overhang that opens into Lions Park. The extended overhang area is directly adjacent to the interior large community gather room and is a covered, multipurpose area that can be used for performances and larger community gatherings. An additional outdoor pavilion is planned on the west side of the pavilion and is a transitionary space between the building and playground area. The overhangs on the building are key features that emphasize the prairie style architecture of the building, which is an encouraged style within the Downtown Design Guidelines. Principles of the Downtown Design Guidelines also include preserving and enhancing the character of Downtown Hugo and expanding civic space and uses around City Hall. The Lions Park site plan meets the intent of the Downtown Design Guidelines. The base of the pavilion is brick with featured limestone areas underneath the windows. Above the brick will be a metal panel that compliments the brick base and coordinate with the canopies. There will be wood exterior soffit to match the interior of the building. The same brick and limestone will be used in other areas of the site as to have a cohesive design aesthetic throughout the Lions Park. Lions Park Site Plan Page 5 Streets and Access The park can be accessed from Finale Avenue N, Upper 146th Street N, and Fitzgerald Avenue N. The City of Hugo is undergoing an approximately $3.6 million street improvement project in the downtown area, including the streets surrounding Lions Park. Access to the park will be greatly improved as part of the Lions Park and Downtown Improvement Projects. The interior park pedestrian movements are easily made with the combination of sidewalks, trails, and open space. A trail will also be installed along 147th Street North, making a complete trail connection from Oneka Parkway to Highway 61. Utilities Sanitary sewer, watermain, and storm sewer services will be provided to the park pavilion and are included in the 2021 Downtown Improvement Project plans. Stormwater Management The applicant is proposing to meet the stormwater rate control requirements through the use of an existing stormwater pond constructed with the Hugo Gardens Development near Judicial Ditch 3. Water quality requirements are met by both the existing Hugo Gardens stormwater pond and the stormwater reuse project that is proposed for Lions Park. The Hugo Gardens stromwater pond was oversized with the intent to provide stormwater treatment for Lions Park and the downtown street reconstruction project. The City has received grant money to construct the County Road 8 Stormwater Reuse System that will reconnect irrigation systems serving 22 acres along County Road 8, Lions Park, Keystone Place, Hugo Gardens, Lions Park and City Hall. The project will improve surface water quality through phosphorus reduction, decreased groundwater demand and volume reduction. A pump station will be installed on the existing stormwater pond on the northeast corner of Frenchman Road and Oneka Parkway. Construction of the project is anticipated to be in coordination with the Lions Park redevelopment. 6. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the site plan as outlined in the City Code. 7. PLANNING COMMISSION RECOMMENDATION: Staff recommends approval of the site plan for Lions Park, located at 5524 Upper 146th Street North, subject to the conditions listed in the resolution. ATTACHMENTS: 1. Location Map 2. Resolution 3. Engineer Memo 4. Site Plan Lions Park Site Plan Page 6 5. Materials 6. Elevations Forest Boulevard North145th Street North 147th Street North 146th Street North Fitzgerald Avenue NorthFinley Avenue NorthFinale Avenue NorthUpper 146Th Street North Flay Avenue NorthF r e n c h ma n Ro a d Finale Avenue North147th Street North F r e n c h ma n R o a d Lions Park Site Plan Location Map Hugo, MN Site Roads Hugo Border Parcel Boundary ¯0 250Feet1 in = 250 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\Lions Park Site Plan.mxdSite RESOLUTION 2021-XX APPROVING A SITE PLAN FOR HCM ARCHITECTS ON BEHALF OF THE CITY OF HUGO FOR LIONS PARK LOCATED AT 5524 UPPER 146TH STREET NORTH. WHEREAS, HCM Architects, on behalf of the City of Hugo, has requested approval of a site plan for construction of an approximately 5,500 square foot Lions Park pavilion and associated park amenities located on the property that is legally described as follows: See attached. WHEREAS, the Planning Commission has reviewed said site plan on April 8, 2021, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for Lions Park with the following findings: 1. A site plan is approved to allow construction of an approximately 5,500 square foot Lions Park pavilion with the plans dated March 26, 2021. 2. Prior to installation of any signage the applicant shall apply for a sign permit that will be reviewed and approved by staff. 3. The applicant shall obtain all necessary local, state, and federal permits. Prior to commencement of any grading or site development work: 4. All items on the Engineer’s memo and “red-line” detailed engineering comments that have been sent directly to the applicant’s engineer dated April 5, 2021, shall be addressed. Prior to issuance of a Certificate of Occupancy: 5. A final landscaping and lighting plan shall be reviewed and approved by staff and all required landscaping shall be fully installed. Resolution 2021-XX Page 2 ADOPTED by the City Council this 19th day of April, 2021. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk S:\Users\R_Juba\DEVELOPMENT PROJECTS\Lions Park Site Plan\016969-000 LTR RJuba - Lions Park Redevelopment.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM April 5, 2021 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Lions Park Redevelopment WSB Project No. 016105-000 Dear Ms. Juba: We have reviewed the site plan submittal for the proposed Lions Park Redevelopment Project located between Upper 146th and 147th Streets and Finale and Fitzgerald Avenues in the downtown area. In particular, we have reviewed the following plans related to this particular request: • 95% Draft Plan Sheets submitted 3/26/2021 dated 12/4/2020 by WSB • RCWDPermitAppNarrative12302020 dated 12/30/20 by WSB Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. While separate plans have been developed for the Lions Park project and the 2021 Downtown Improvement Project, the projects will be bid as one project. Bids results overall project coordination will be greatly improved with this approach. 2. Access to the park will be greatly improved for the park as part of the Lions Park and Downtown Improvement Projects. The interior park pedestrian movements are easily made with the combination of sidewalks, trails, open space etc. Parking facilities at City Hall and the northwest portion of the site along with on-street parking along Upper 146th Street, Fitzgerald Avenue, and Finale Avenue provide many opportunities for park users to gain access to the park. A trail will be extended along 147th Street from Highway 61 west to Oneka Parkway which will also aid in providing access to park users. 3. Sanitary Sewer, Watermain, and Storm sewer services to the park building are included in the 2021 Downtown Improvement Project plans and have been placed at the locations requested by the architect. 4. Minor detailed redline comments have been provided on the plans and provided to the applicant and will need to be addressed in future submittals. Stormwater Management 5. The stormwater rate control requirement are proposed to be met through the use of an existing stormwater pond constructed with the Hugo Gardens Development near Judicial Ms. Rachel Juba April 5, 2021 Page 2 Ditch 3. Water quality requirements are met by a combination of both the existing Hugo Gardens stormwater pond and water reuse that is proposed for Lions Park. The Hugo Gardens stormwater pond was oversized in order to provide the stormwater treatment for Lions Park and the City street reconstruction project. Water reuse is proposed to provide any irrigation that may be required for Lion’s Park and will be constructed congruently with the street construction project and Lion’s Park . 6. Additional stormwater plan and model comments have been provided to applicant and will need to be addressed in future submittals for documentation and permitting purposes. 7. Since the project will be bid jointly with the 2021 Downtown Improvement Project, an overall Stormwater Pollution Prevention Plan for both projects will be included in the 2021 Downtown Improvement Project plans. 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: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) 1 TYP 2 TYP 1 1 2 3 TYP 4 TYP 4 TYP 4 TYP 4 5 5 5 6 TYP 7 TYP 7 TYP 7 TYP 7 TYP 7 TYP 8 TYP 8 9 TYP 9 10 10 TYP 11 TYP 7 TYP 11 TYP 11 TYP 11 TYP 12 TYP 12 2 TYP 4 TYP 2 TYP 4 1 TYP 2 TYP 2 TYP 4 TYP 13 TYP 2 TYP 11 1 TYP 2 TYP 2 TYP 14 TYP 7 TYP 7 TYP 4 TYP 2 99 2 10 TYP 7 TYP 7 TYP 2 TYP 4 TYP 4 TYP 4 TYP 2 KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX a r c h i t e c t s 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 Hagen, Christensen & McIlwain CIVIL ENGINEER STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER N O T F O R C O N S T R U C T IO N 178 E 9TH STREET SUITE 200 SAINT PAUL, MN 55101 6120 EARLE BROWN DRIVE SUITE 700 MINNEAPOLIS, MN 55430 7705 BUSH LAKE ROAD EDINA, MN 55439 3/19/2021 3:07:10 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK_ARCHMODEL_R19_j.tind0042.rvta1.0 5524 UPPER 146TH STREET N HUGO, MN 55038 LIONS PARK CIVIC PAVILION ARCHITECTURAL SITE PLAN 1" = 20'-0"a1.0 1 SITE PLAN NORTH KEYNOTES - SITE PLAN Keynote Number Keynote Description 1 LOW LIMESTONE GARDEN WALL 2 BENCH SEATING - REFER TO CIVIL DRAWINGS 3 FIRE PIT - REFER TO CIVIL DRAWINGS 4 LANDSCAPING - REFER TO CIVIL DRAWINGS 5 CONCRETE STOOP 6 COLORED CONCRETE PATIO 7 CONCRETE SIDEWALK 8 ASPHALT PARKING LOT - REFER TO CIVIL DRAWINGS 9 HANDICAP ACCESSIBLE PARKING ADJACENT TO BUILDING - REFER TO CIVIL DRAWINGS 10 DROP OFF ZONE - REFER TO CIVIL DRAWINGS 11 OPEN SOD AREA - REFER TO CIVIL DRAWINGS 12 LIGHT BOLLARD (16 TOTAL) - REFER TO CIVIL DRAWINGS 13 FUTURE WATER FOUNTAIN FEATURE - REFER TO CIVIL DRAWINGS 14 SITE FURNITURE, BAR HEIGHT COUNTERTOP - REFER TO CIVIL DRAWINGS REVISION DATE DESCRIPTION WSB & Associates, Inc. Project No. .......016969-000 Issue Date................................................April 28, 2021 SCALE: 1 L1.0 PROJECT LOCATION MAP NOT TO SCALE Hugo Lions Park Redevelopment Project - DRAFT 95% THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES HAS BEEN DESIGNATED UTILITY QUALITY LEVEL D. THESE QUALITY LEVELS WERE DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE DATA". THE CONTRACTOR IS TO DETERMINE THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE DEEMED NECESSARY TO AVOID DAMAGE THERETO. N Hugo, Minnesota THIS PLAN SET HAS BEEN PREPARED FOR: CITY OF HUGO 14669 Fitzgerald Ave. N Hugo, MN 55038 (651) 762-6300 PROJECT SITE 5524 UPPER 146TH ST N HUGO, MN 55038 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: SHEETC.P.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-TITL.dwg 3/26/2021 9:11:40 AMAS SHOWN L1.0 COVER SHEET 016969-000 CA SN CA CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MN016969-000 Sheet List Table Sheet Number Sheet Title L1.0 COVER SHEET L1.1 GENERAL CONSTRUCTION NOTES L1.2 SWPPP L1.3 SWPPP L1.4 SWPPP L1.5 SWPPP L2.0 OVERALL REMOVALS PLAN L2.1 REMOVALS ENLARGEMENT PLAN A L2.2 REMOVALS ENLARGEMENT PLAN B L2.3 REMOVALS ENLARGEMENT PLAN C L3.0 OVERALL LAYOUT PLAN L3.1 LAYOUT ENLARGEMENT PLAN A L3.2 LAYOUT ENLARGEMENT PLAN B L3.3 LAYOUT ENLARGEMENT PLAN C L3.4 LAYOUT ENLARGEMENT PLAN D L3.5 LAYOUT ENLARGEMENT PLAN E L3.6 SAND BOX ENLARGEMENT PLAN L3.7 PLAYGROUND ENLARGEMENT PLAN L3.8 SEATING AREA ENLARGMENT PLAN L4.0 OVERALL GRADING PLAN L4.1 GRADING ENLARGEMENT PLAN A L4.2 GRADING ENLARGEMENT PLAN B L4.3 GRADING ENLARGEMENT PLAN C L4.4 GRADING ENLARGEMENT PLAN D L4.5 GRADING ENLARGEMENT PLAN E L5.0 OVERALL LANDSCAPE PLAN L5.1 LANDSCAPE ENLARGEMENT PLAN A L5.2 LANDSCAPE ENLARGEMENT PLAN B L5.3 LANDSCAPE ENLARGEMENT PLAN C L5.4 LANDSCAPE ENLARGEMENT PLAN D L5.5 LANDSCAPE ENLARGEMENT PLAN E L5.6 NORTHWEST PARKING ENLARGEMENTS L5.7 COURT ENLARGEMENTS L5.8 SOUTHEAST PARKING ENLARGEMENTS L5.9 PLANTING SCHEDULE L6.0 OVERALL RESTORATION PLAN L7.0 PRE CONSTRUCTION L7.1 PED CURB RAMPS L7.2 PED CURB RAMPS L7.3 PED CURB RAMPS L7.4 PED CURB RAMPS L7.5 PED CURB RAMPS L7.6 PED CURB RAMPS L7.7 PAVEMENTS L7.8 COURTS L7.9 COURTS L7.10 COURTS L7.11 COURTS L7.12 COURTS L7.13 FIRE PIT L7.14 ENCLOSURE L7.15 PLANTING L7.16 STRUCTURES L7.17 STRUCTURES L7.18 STRUCTURES L7.19 STRUCTURES LI.0 IRRIGATION PLAN LI.1 IRRIGATION PLAN LI.2 IRRIGATION PLAN E0.2 ELECTRICAL PLAN E0.5 ELECTRICAL PLAN Address : 5524 Upper 146th St.N, Hugo, MN 55038 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: SHEETC.P.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-TITL.dwg 3/25/2021 5:57:25 PMAS SHOWN L1.1 GENERAL CONSTRUCTION NOTES 016969-000 CA SN CA CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MN016969-000 EROSION CONTROL SILT FENCING SHALL BE ERECTED ALONG THE INSIDE OF THE CONSTRUCTION LIMITS IN ALL AREAS OF THE SITE WHERE DRAINAGE FLOWS MAY CAUSE SEDIMENT TO BE DEPOSITED ON ADJACENT OFF-SITE PROPERTIES OR IN AREAS BEYOND THE CONSTRUCTION LIMITS - REFER TO PLAN. THE CONTRACTOR SHALL PROTECT ALL EXISTING AND PROPOSED CATCHBASINS AND STORM SEWERS FROM SILTATION BY INSTALLING AND MAINTAINING EROSION CONTROL FENCING AROUND ALL STRUCTURES FOR THE DURATION OF THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL CLEAN SILT BUILD-UP FROM ALL STORM SEWERS AFFECTED BY CONSTRUCTION, AS REQUIRED, DURING CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATE CLEANING OF ALL MUD, DIRT AND DEBRIS IN PUBLIC STREETS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. THE OWNER SHALL FIELD VERIFY THE LOCATION OF CONSTRUCTION ACCESS, STAGING AND STORAGE AT THE TIME OF CONSTRUCTION. LOCATIONS SHOULD REMAIN OUT OF THE CENTER LAWN BUT CORRESPOND TO PHASING OF STREET, PARK AND BUILDING CONSTRUCTION. ACCESS TO CITY HALL AND THE BUILDING CONSTRUCTION AREA SHALL REMAIN OPEN DURING THE DURATION OF THE ENTIRE PROJECT. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A ROCK ACCESS DRIVE FOR THE DURATION OF CONSTRUCTION. REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. PRIOR TO BEGINNING WORK ON THIS PROJECT, THE CONTRACTOR SHALL HAVE ALL UTILITY LOCATIONS MARKED ON THE PROJECT SITE. ALL LOCATES SHALL BE INCIDENTAL TO THE PROJECT. STATE LAW: 48 HOURS BEFORE EXCAVATING, CALL GOPHER STATE ONE-CALL AT 651-454-0002 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS IS A FREE SERVICE WHICH WILL LOCATE UTILITY-COMPANY LINES, BUT WILL NOT LOCATE CITY OR PRIVATELY OWNED LINES. SITE SURVEY AND BOUNDARY INFORMATION PROVIDED BY OWNER. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION START. CONTRACTOR IS RESPONSIBLE FOR ALL LOCATES. ALL LOCATES SHALL BE REVIEWED BY THE OWNER/LA-E PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING STRUCTURES, UTILITIES, TREES, SITE AMENITIES, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE TO EXISTING ITEMS TO REMAIN (AT CONTRACTOR'S EXPENSE) AND IS CONSIDERED INCIDENTAL TO THE CONTRACT. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TO BACK OF CURB WHERE APPLICABLE, UNLESS STATED OTHERWISE. FIELD VERIFY (FV) ITEMS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ** ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO THE OWNER/L.A.-E. FOR CLARIFICATION PRIOR TO ANY ADDITIONAL WORK BEING COMPLETED. GENERAL NOTES:EROSION CONTROL REQUIREMENTS: UTILITY LOCATIONS NOTE: GENERAL SITE & VEGETATION REMOVALS: CONSTRUCTION STAGING AND ACCESS AREAS: ALL REMOVALS WILL BE COMPLETED BY THE CONTRACTOR, UNLESS SPECIFIED OTHERWISE. ALL REMOVALS LISTED INCLUDE REMOVAL OF ALL ATTACHMENTS AND FOOTINGS (AS ENCOUNTERED). CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL ITEMS OFF-SITE, UNLESS SPECIFICALLY APPROVED OTHERWISE BY LA-E. ALL ITEMS AND TREES NOT SPECIFICALLY MARKED FOR REMOVAL OR RELOCATION SHALL REMAIN PROTECTED AND UNDISTURBED DURING CONSTRUCTION. ANY DAMAGE TO TREES AND ITEMS THAT ARE TO REMAIN SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR CLEARING AND REMOVALS OF ALL PLANT MATERIALS, WHICH INCLUDES TREES, SHRUBS, GROUND COVERS, ETC. AND SHALL INCLUDE GRUBBING AND REMOVAL OF ALL STUMPS (TYP) AS DIRECTED BY THE LA-E/OWNER. THE CONTRACTOR AND SURVEYOR SHALL REVIEW ALL GRADING WITH THE LA-E PRIOR TO CONSTRUCTION TO ENSURE PROPER DRAINAGE AND GRADING. THE INTENT OF ALL PROPOSED SPOT GRADES AND GRADING IN GENERAL IS TO MATCH EXISTING GRADES ADJACENT TO NEW CONSTRUCTION AND TO ENSURE PROPER DRAINAGE AND BLENDING OF NEW GRADES WITH EXISTING ONES. SPOT GRADES SHOWN ARE TO FINISHED GRADE. CONTRACTOR SHALL SUBCUT IN ACCORDANCE WITH THE PLANS, DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM ALL GRADES WITH THE LA-E AFTER INITIAL SURVEY / STAKING WORK AND PRIOR TO START OF GRADING OPERATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. SPOT GRADES AND DRAINAGE REQUIREMENTS: THE LAYOUT INFORMATION PROVIDED ON PLAN SHEETS ARE FOR BIDDING PURPOSES AND VERIFICATION OF CRITICAL LAYOUT DIMENSIONS. THE OWNER/L.A.-E. RESERVES THE RIGHT TO REVISE THE PROJECT LAYOUT TO AVOID UNFORESEEN CONSTRAINTS, SUCH AS MATURE TREES. UNFORESEEN SOIL CONSTRAINTS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. CHANGES IN BID QUANTITIES WILL BE BASED ON A PER UNIT BASIS FOR UNIT BID ITEMS AS INDICATED ON THE BID FORM. THE CONTRACTOR WILL BE PROVIDED A LIMITED AMOUNT OF CONSTRUCTION LAYOUT POINTS (REFER TO SPECIFICATIONS). ADDITIONAL STAKING OR RE-STAKING SHALL BE AT CONTRACTORS EXPENSE. CAD DATA WILL BE PROVIDED TO THE CONTRACTOR. SURVEYING MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR IN THE STATE OF MINNESOTA. TO AVOID LAYOUT CONFLICTS OR UNCERTAINTIES, THE CONTRACTOR AND SURVEYOR SHALL MEET WITH THE LA-E/OWNER AT THE START OF THE PROJECT TO REVIEW SITE LAYOUT AND GRADING REQUIREMENTS. THE CONTRACTOR AND/OR SURVEYOR SHALL ALSO INITIATE A MEETING WITH THE LA-E/OWNER AT ANY POINT WHEN QUESTIONS ARISE. FIELD STAKING AND GRADE STAKES SHALL BE REVIEWED AS NECESSARY WITH THE LA-E TO ENSURE THAT THE LAYOUT AND GRADING ARE PROPERLY INTERPRETED. PROJECT LAYOUT NOTES: FIELD LOCATION NOTE: ALL SITE IMPROVEMENTS SHALL BE FIELD STAKED ACCORDING TO PLAN AND THE CONTRACTOR SHALL MEET WITH THE OWNER / LA-E TO REVIEW STAKES AND MAKE ADJUSTMENTS AS NECESSARY PRIOR TO ANY WORK BEING DONE. SEE ALSO PROJECT LAYOUT NOTES TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS AND STOCKPILED IN PILES NOT EXCEEDING 8 FEET IN DEPTH FOR RESPREAD. ALL TOPSOIL SHALL BE FULLY REMOVED FROM AREAS TO BE PAVED AND REPLACED WITH COMPACTIBLE SOILS - REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. NOTE: LOCATION OF STOCKPILE SHALL BE DETERMINED BY THE OWNER/LA-E IN THE FIELD. STOCKPILE AREA WILL REQUIRE SILT FENCE AROUND IT. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. EARTHWORK SHOWS AN IMPORT FOR THE PARK PROJECT. CONTRACTOR TO USE SUITABLE SOILS BENEATH ALL PAVED AREAS AND MAY MINE GOOD MATERIAL ON SITE FOR USE BENEATH PAVED AREAS AND UTILIZE MORE ORGANIC SOILS IN THE MAIN LAWN SPACE WITH REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO IMPORT. EXCAVATION FOR THE BUILDING IS TO BE COMPLETED BY THE BUILDING CONTRACTOR. ALL REMAINING EARTHWORK IS THE RESPONSIBILITY OF THE SITE CONTRACTOR INCLUDING FINISHED GRADING AROUND THE BUILDING AND WILL NEED TO FOLLOW THE CONSTRUCTION SCHEDULE OF THE BUILDING CONTRACTOR, ANTICIPATED TO BE COMPLETED APPROXIMATELY FEBRUARY OF 2022. PRIOR TO PLACEMENT OF TOPSOIL, ALL SUBGRADE AREAS BENEATH AREAS THAT ARE NOT PAVED OR STATED OTHERWISE SHALL BE DECOMPACTED TO INCLUDE RIPPING OR TILLING THE SUBGRADE A MINIMUM DEPTH OF 12 INCHES. A MINIMUM 6 INCH MINIMUM DEPTH OF SALVAGED TOPSOIL SHALL BE PLACED ON ALL AREAS THAT ARE NOT PAVED, HARD SURFACED, OR STATED OTHERWISE. THE TOPSOIL SHALL BE FINE GRADED, RAKED AND DRAGGED TO PROVIDE A SMOOTH, UNIFORM SURFACE FREE OF ANY ROCKS OR DEBRIS EXCEEDING ONE INCH IN ANY MEASUREMENT. TOPSOIL GRADES SHALL BE WITHIN .05 FEET OF INDICATED FINISHED GRADE AND SHALL BE TRUE TO GRADIENTS SHOWN ON PLANS. TOPSOIL & EARTHWORK REQUIREMENTS: PRIOR TO RESTORATION AND PLANTING, APPLY SOIL AMENDMENTS ACCORDING TO THE FOLLOWING: TYPE I AND TYPE II TURF SEED: MnDOT TYPE 1 FERTILIZER WITH 10-10-10 OR 20-10-20 NUTRIENT ANALYSIS. AMMONIUM SULFATE OR SULFUR COATED UREA SHALL BE USED TO SUPPLY THE NITROGEN FERTILIZER AND SHALL BE MINIMUM 40 LBS AND MAXIMUM 45 LBS. NITROGEN/ACRE TYPE III NATIVE SEED: MnDOT TYPE 3 FERTILIZER WITH SLOW RELEASE NITROGEN APPLY FERTILIZERS UNIFORMLY IN TWO DIRECTIONS WITH A MECHANICAL SPREADER. SWEEP UP ANY FERTILIZER ACCIDENTALLY APPLIED ON WALKS/PAVEMENTS/ETC. TO PREVENT MOVEMENT TO STORM SEWERS, LAKES & STREAMS. WATER THE SITE THOROUGHLY AFTER FERTILIZING TO DISSOLVE THE NUTRIENTS. ALL FERTILIZATION SHALL BE CONSIDERED INCIDENTAL TO THE RESTORATION OPERATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. FERTILIZATION REQUIREMENTS: PLANTING NOTES: PLANTING BEDS SHALL BE PREPARED IN THE FOLLOWING MANNER: ·REMOVE ALL EXISTING VEGETATION AND GROUNDCOVER. TREES SHALL HAVE THE STUMPS REMOVED OR GROUND DOWN. ·SPRAY THE PLANTING BED AREA WITH ROUND-UP DURING WARM, DRY WEATHER. LET IT SIT FOR A MINIMUM OF TWO WEEKS AND THEN THOROUGHLY REMOVE ALL REMAINING GROUNDCOVER VEGETATION AND ROOT SYSTEMS. ·ROTOTILL THE PLANTING BED TO LOOSEN UP THE SOIL. RAKE SMOOTH WHEN DONE AND REMOVE ALL ROCKS AND DEBRIS ENCOUNTERED. ·TRENCH THE EDGE OF THE PLANTING BEDS OR INSTALL LANDSCAPE EDGING TO DELINEATE PLANTING BED FROM TURF AREAS AS INDICATED ON PLANS. ·SET PLANTS OUT ACCORDING TO PLAN AND ADJUST SPACING AS NEEDED FOR BEST FIT TO BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ·INSTALL ALL PLANTS AS PER PLANTING PLANS AND DETAILS. ·DO NOT ALLOW PLANTS TO DRY OUT DURING INSTALLATION. ·LIGHTLY TAMP SOILS AROUND THE PLANTS AFTER PLANTING. ·WATER PLANTING BED THOROUGHLY. STICK A HOSE IN THE SOIL AROUND THE BASE OF THE PLANTED VEGETATION TO IDENTIFY AIR/SINK HOLES. FILL IN WITH SOIL AS NECESSARY. ·INSTALL WOOD MULCH TO 4" DEPTH. PULL MULCH AWAY FROM STEMS/TRUNKS OF ALL PLANTS AND FORM A WELL AROUND THE BASE OF THE PLANTS AS INDICATED IN THE PLANTING DETAIL. ·WATER PLANTING BED THOROUGHLY SO WATER SATURATES THE MULCH LAYER. ·THOROUGHLY WATER THE PLANTING BED 2 TO 3 TIMES THE FIRST WEEK OF PLANTING AND 1 TO 2 TIMES PER WEEK (AS NEEDED) UNTIL MAINTENANCE PERIOD IS COMPLETE. 12" 12" 12" 12" 15" 10" 15" WELL 18" 18" MB 26" SB 20"20" 26" 12" 14" " SB 12" 12" 12" 14" 14" 10" MB 10"14" MB 24" 20" 12" 20" 16" 18" 14" 20" 14" WELL 20" 12" 12" 12" 20" MB 12"4440932.69edge of landscape B4441932.40edge of landscape4442932.23edge of landscape E42" 12" 12" MB 14"16"20"1321932.90edge of landscape B1322933.06edge of landscape PC 1323933.02edge of landscape1324932.94edge of landscape1325933.06edge of landscape1326933.00edge of landscape E1327933.22edge of landscape B1328933.12edge of landscape PC 1329933.18edge of landscape1330933.19edge of landscape PT1331933.17edge of landscape1332933.11edge of landscape PC1333933.15edge of landscape1334933.16edge of landscape E26"1345933.72edge of landscape B1346933.68edge of landscape PC1347933.74edge of landscape1348933.78edge of landscape PT1349933.68edge of landscape PC1350933.74edge of landscape1351933.72edge of landscape E1391933.31edge of landscape1392933.25edge of landscape E1395934.46retaining wall botto m B1396935.18retaining wall top B1397935.18retaining wall top P C 1398934.46retaining wall botto m P C 1399934.51retaining wall botto m 1400935.20retaining wall top1401935.15retaining wall top PT1402934.45retaining wall bottom PT1405935.20retaining wall top E1406934.78retaining wall botto m E 12"1414934.51edge of landscape B1415934.61edge of landscape PC1416934.49edge of landscape1417934.54edge of landscape1418934.53edge of landscape E1422934.72retaining wall top B1423934.61retaining wall top1424934.64retaining wall top1425933.69retaining wall top E8" MB 14" 14" 14"1470934.15edge of landscape B934.17edge of landscape PC934.09edge of landscape1473934.14edge of landscape PT1474933.42edge of landscape1475933.35edge of landscape PC1476933.50edge of landscape1477934.23edge of landscape1478934.36edge of landscape E12" 8" 14" 14" 6"1508933.41edge of landscape B 1509933.11edge of landscape PC 1510932.94edge of landscape1511932.99edge of landscape1512933.48edge of landscape1513933.56edge of landscape1514933.74edge of landscape1515934.23edge of landscape E12"12" MB 20" 16" SB 16" 20" 20"20" 14"24"14"16" 20"14" 12"14"12" 14" 16" SB 16"18"16"16" 16"16" 12"30002934.29retaining wall top B30009934.64retaining wall top E30094934.99retaining wall top B30095935.11retaining wall top E24"24" 10"10" 10" 12" 50" 6" 10" 4" 28" 40" 10"31037936.54edge of landscape B31038936.42edge of landscape31039936.10edge of landscape E8" 18"31044936.51edge of landscape B 31045936.56edge of landscape PC31046936.60edge of landscape31047936.60edge of landscape31048936.53edge of landscape PT31049936.62edge of landscape E31053936.42edge of landscape B31054936.46edge of landscape31055936.53edge of landscape E6"6"6" 12" 12" 28" 4"6"6"4" 10"32056934.86retaining wall top B32057933.77retaining wall bottom B32058933.60retaining wall bottom32059934.86retaining wall top32060935.56retaining wall top32061933.25retaining wall bottom32083933.58retaining wall bottom32084936.04retaining wall top32085936.04retaining wall top E 32086933.86retaining wall bottom E12"12" 12" 12" WELL 4"6" FOR REMOVALS ENLARGEMENT PLAN "A", SEE SHEET L2.1 FOR REMOVALS ENLARGEMENT PLAN "B", SEE SHEET L2.2 FOR REMOVALS ENLARGEMENT PLAN "C", SEE SHEET L2.3 TREE REMOVAL (TYP.) REMOVE BOLLARD (TYP.) ROAD REMOVED BY OTHERS ROCK CONSTRUCTION EXIT SCALE IN FEET 0 40 80 N OVERALL REMOVALS PLAN1 L2.0 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DEMO.dwg 3/25/2021 5:57:56 PML2.0 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNEXISTING CONDITIONS & REMOVALS 016969-000 LEGEND: EXISTING CONTOUR EXISTING SPOT GRADE EXISTING DECIDUOUS TREE EXISTING CONIFER TREE CONSTRUCTION LIMITS WOOD FIBER BIOROLL SILT FENCE o o o o o o ROCK CONSTRUCTION ENTRANCE (OR EQUIVALENT) TREE REMOVAL TREE PROTECTION FENCE BITUMINOUS REMOVAL CONCRETE REMOVAL CONCRETE CURB REMOVAL INLET PROTECTION SF EXISTING DRAINAGE FLOW CHAIN-LINK FENCE REMOVAL CLEARING AND GRUBBING REMOVE SIGN AGGREGATE REMOVAL 10" 15" WELL 12" 20" 16" 18" 14" 20" 14" WELL 20" 12" 12" 12" 20" MB MB 20" 16" SB 16" 20" 14" 12" AGGREGATE LIME REMOVAL (MAY BE USED AS COMMON FILL AT DIRECTION OF ENGINEER) REMOVE ALL BALLFIELD FENCING BLEACHERS TO BE SALVAGED BY OWNER REMOVE BENCH REMOVE BENCH TREE REMOVAL (TYP.) REMOVE METAL POSTS ELECTRICAL POLES REMOVED BY XCEL CAP WATER MONITORING WELL REMOVE ALL BOLLARDS AGGREGATE REMOVAL (MAYBE USED AS COMMON FILL AT DIRECTION OF ENGINEER) ? REMOVE ROCKS? SCALE IN FEET 0 20 40 N REMOVALS ENLARGEMENT PLAN 'A'1 L2.1 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DEMO.dwg 3/25/2021 5:58:05 PML2.1 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNEXISTING CONDITIONS & REMOVALS 016969-000 LEGEND: EXISTING CONTOUR EXISTING SPOT GRADE EXISTING DECIDUOUS TREE EXISTING CONIFER TREE CONSTRUCTION LIMITS WOOD FIBER BIOROLL SILT FENCE o o o o o o ROCK CONSTRUCTION ENTRANCE (OR EQUIVALENT) TREE REMOVAL TREE PROTECTION FENCE BITUMINOUS REMOVAL CONCRETE REMOVAL CONCRETE CURB REMOVAL INLET PROTECTION SF EXISTING DRAINAGE FLOW CHAIN-LINK FENCE REMOVAL CLEARING AND GRUBBING REMOVE SIGN AGGREGATE REMOVAL 15" MB SB 20"20" 26" 12" 14" " 12" 12" 14" OWNER TREE REMOVAL (TYP.) REMOVE BOLLARDS (TYP.) REMOVE CHAIN LINK FENCE REMOVE CONCRETE PAVEMENT REMOVE SIGN AGGREGATE REMOVAL (MAYBE USED AS COMMON FILL AT DIRECTION OF ENGINEER) ELECTRICAL POLES REMOVED BY XCEL REMOVE TENNIS COURT PAVEMENT, FENCING AND NETS ? SALVAGE AND REINSTALL SKATE PARK EQUIPMENT SCALE IN FEET 0 20 40 N REMOVALS ENLARGEMENT PLAN 'B'1 L2.2 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DEMO.dwg 3/25/2021 5:58:13 PML2.2 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNEXISTING CONDITIONS & REMOVALS 016969-000 LEGEND: EXISTING CONTOUR EXISTING SPOT GRADE EXISTING DECIDUOUS TREE EXISTING CONIFER TREE CONSTRUCTION LIMITS WOOD FIBER BIOROLL SILT FENCE o o o o o o ROCK CONSTRUCTION ENTRANCE (OR EQUIVALENT) TREE REMOVAL TREE PROTECTION FENCE BITUMINOUS REMOVAL CONCRETE REMOVAL CONCRETE CURB REMOVAL INLET PROTECTION SF EXISTING DRAINAGE FLOW CHAIN-LINK FENCE REMOVAL CLEARING AND GRUBBING REMOVE SIGN AGGREGATE REMOVAL 12" 12" 12" 12" 15" MB 10" 12" 14"16"20" 24"24"10" 12" 50" 6" 10" 4" 28" 40" 10"31037936.54edge of landscape B31038936.42edge of landscape31039936.10edge of landscape E8" 18"31044936.51edge of landscape B31045936.56edge of landscape PC31046936.60edge of landscape31047936.60edge of landscape31048936.53edge of landscape PT31049936.62edge of landscape E31053936.42edge of landscape B31054936.46edge of landscape31055936.53edge of landscape E6"6"6" 12" 12"32056934.86retaining wall top B32057933.77retaining wall bottom B32058933.60retaining wall bottom32059934.86retaining wall top32060935.56retaining wall top32061933.25retaining wall bottom32083933.58retaining wall bottom32084936.04retaining wall top32085936.04retaining wall top E32086933.86retaining wall bottom E12" 12" 12"12" 12" 12" WELL 4" 6" PARKING LOT REMOVAL UNDER STREET PACKAGE REMOVE PLAY CURB AND SURFACING PLAY EQUIPMENT REMOVED AND SALVAGED BY OTHERS BUILDING DEMOLITION - COMPLETE, INCLUDING ALL BUILDING STRUCTURES, PAVEMENTS AND FOUNDATIONS TREE REMOVAL (TYP.) REMOVE BOLLARDS (TYP.) REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE CONCRETE PAVEMENT (TYP) CONSTRCTION LIMITS (TYP.) REMOVE CONCRETE PAVEMENT (TYP.) STREETELECTRICAL POLES REMOVED BY XCEL HYDRANT RELOCATED UNDER STREET PACKAGE CAP /REMOVE WATER MONITORING WELL AGGREGATE REMOVAL (MAY BE USED AS COMMON FILL AT DIRECTION OF ENGINEER) ? SIGN? ? REMOVE ALL CITY ELECTRICAL POLES, METERS, ETC - REFER ALSO TO ELECTRICAL PLANS SALVAGE AS MUCH AS POSSIBLE BASED ON OUR EXTENTS SAVE CONCRETE PAVEMENT AREA ANY IMPACTS TO THESE TREES? SCALE IN FEET 0 20 40 N REMOVALS ENLARGEMENT PLAN "C"1 L2.3 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DEMO.dwg 3/25/2021 5:58:22 PML2.3 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNEXISTING CONDITIONS & REMOVALS 016969-000 LEGEND: EXISTING CONTOUR EXISTING SPOT GRADE EXISTING DECIDUOUS TREE EXISTING CONIFER TREE CONSTRUCTION LIMITS WOOD FIBER BIOROLL SILT FENCE o o o o o o ROCK CONSTRUCTION ENTRANCE (OR EQUIVALENT) TREE REMOVAL TREE PROTECTION FENCE BITUMINOUS REMOVAL CONCRETE REMOVAL CONCRETE CURB REMOVAL INLET PROTECTION SF EXISTING DRAINAGE FLOW CHAIN-LINK FENCE REMOVAL CLEARING AND GRUBBING REMOVE SIGN AGGREGATE REMOVAL NO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING TE T E T E TE TE TE TE TE TE TE TE TE TETETETETETETETE TE TE TE TE FOR LAYOUT ENLARGEMENT PLAN "A", SEE SHEET L3.1 FOR LAYOUT ENLARGEMENT PLAN "B", SEE SHEET L3.2 FOR LAYOUT ENLARGEMENT PLAN "C", SEE SHEET L3.3 FOR LAYOUT ENLARGEMENT PLAN "D", SEE SHEET L3.4 FOR LAYOUT ENLARGEMENT PLAN "E", SEE SHEET L3.5 THIS PORTION OF THE PARK IS DEDICATED TO THE PAVILION BUILDING CONTRACTOR FOR CONSTRUCTION ACCESS AND ACTIVITIES. INSTALLATION OF PAVEMENTS AND SITE AMENITIES WITHIN THIS AREA TO BE CONSTRUCTED FOLLOWING THE CONSTRUCTION COMPLETION OF THE PAVILION BUILDING AND PICNIC SHELTER, ANTICIPATED FOR SPRING 2022 - COORDINATE WITH THE BUILDING CONTRACTOR FOR PROPER TIMING, ACCESS AND PHASING RELATED TO CONSTRUCTION OPERATIONS WITHIN THIS AREA 40.83' 6' 6' 10' 36.27' 6' 12' 12' SCALE IN FEET 0 50 100 N OVERALL LAYOUT PLAN1 L3.0 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-LAYOUT.dwg 3/25/2021 5:58:48 PML3.0 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLAYOUT 016969-000 LEGEND: ARC TANGENT LINE LAYOUT CONTROL POINT CENTERLINE CONSTRUCTION LIMITS 4" CONCRETE PAVEMENT 6" CONCRETE PAVEMENT BITUMINOUS TRAIL PAVEMENT AGGREGATE WALK 4" DECORATIVE CONCRETE PAVEMENT 6" DECORATIVE CONCRETE PAVEMENT NO PARKINGNO PARKINGNO PARKINGTE TE TE TE R85.8' R145.0' R5.0' R5.0' R5.0' R8.5' R4.0' R4.0'R5.0' R5.0' R4.0' R273.1' 4" THICK CONCRETE PAVEMENT, SEE DETAIL RETAINING WALL MONUMENT SIGN, SEE DETAIL 10' BITUMINOUS TRAIL, SEE DETAIL PARKING LOT CONSTRUCTION UNDER STREET PACKAGE 4" THICK CONCRETE PAVEMENT, SEE DETAIL PARK CONSTRUCTION LIMITS (TYP.) 4" THICK CONCRETE PAVEMENT, SEE DETAIL 6" CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, SEE DETAIL 6" CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, SEE DETAIL 158.5' 8' 21.27' R90.0' 10' R5.0' 6.5' 6.5' 10' 6' 6.5' 6.5' 6.5' 100.1' 6' 283.7' 104.6' 93.9' 60.7' 155.4' 95.9' 51.3' 86.1' 17.9' STREETS CONSTRUCTED UNDER STREET PACKAGE 6" CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, SEE DETAIL TRASH AND RECYCLING 6" CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, SEE DETAIL SCALE IN FEET 0 20 40 N LAYOUT ENLARGEMENT PLAN "A"1 L3.1 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-LAYOUT.dwg 3/25/2021 5:58:52 PML3.1 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLAYOUT 016969-000 LEGEND: ARC TANGENT LINE LAYOUT CONTROL POINT CENTERLINE CONSTRUCTION LIMITS 4" CONCRETE PAVEMENT 6" CONCRETE PAVEMENT BITUMINOUS TRAIL PAVEMENT AGGREGATE WALK 4" DECORATIVE CONCRETE PAVEMENT 6" DECORATIVE CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT TE TE TE TE TE TE TE TE TE TETETETETETETETETETETETETE10' 6.51' 6.5' 6.5' 6.5' 4" THICK CONCRETE PAVEMENT, SEE DETAIL 10' BITUMINOUS TRAIL, SEE DETAIL 4" THICK CONCRETE PAVEMENT, SEE DETAIL 4" THICK CONCRETE PAVEMENT, SEE DETAIL 14' 6.5' 14' R5.0' 6.5' 65.9' 62' 47.9' 6.5' 6' 3' 17.9' 50' 62' 122' 6.5'R5.0'R5.0' R5.0'R5.0' R228.3' R5.0'R5.0' R228.3' R79.2' R5.1'R62.7' R5.0' R5.0' R5.0' R63.3' R149.2' R79.2' R8.0' 87.7' 22' 39.5' 4' 8' 4' 8' 4' 102.37' R75.0' 12.9' 4' 8' 4' 8' 4' R4.0' R3.0' R3.0' ORNAMENTAL FENCE, SEE DETAIL TENNIS COURT, SEE DETAIL BASKETBALL COURT, SEE DETAIL PICKLEBALL COURT, SEE DETAIL 6" THICK REINFORCED CONCRETE - REINSTALL SALVAGED SKATE PARK EQUIPMENT 8' 10' BIKE LOOPS LIMESTONE BENCH (TYP), SEE DETAIL 4" THICK COLORED CONCRETE BANDS, SEE DETAIL TRASH AND RECYCLING (TYP) LIMESTONE BENCHES (TYP) TRASH AND RECYCLING (TYP) 4" THICK COLORED CONCRETE PAVEMENT BANDS, SEE DETAIL 6" CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, SEE DETAIL LIMESTONE BENCH (TYP) CAFE TABLES (TYP) TRASH AND RECYCLING 40.83' SCALE IN FEET 0 20 40 N LAYOUT ENLARGEMENT PLAN "B"1 L3.2 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-LAYOUT.dwg 3/25/2021 5:58:56 PML3.2 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLAYOUT 016969-000 LEGEND: ARC TANGENT LINE LAYOUT CONTROL POINT CENTERLINE CONSTRUCTION LIMITS 4" CONCRETE PAVEMENT 6" CONCRETE PAVEMENT BITUMINOUS TRAIL PAVEMENT AGGREGATE WALK 4" DECORATIVE CONCRETE PAVEMENT 6" DECORATIVE CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT 4" THICK CONCRETE PAVEMENT, SEE DETAIL BACKSTOP, SEE DETAIL R138.3' 95.16'R75.0' 6.5' 6' ORNAMENTAL FENCE, SEE DETAIL 1.5" WIDE CONCRETE MAINTENANCE STRIP, SEE DETAIL SEE SAND BOX ENLARGEMENT SEE PLAY CONTAINER ENLARGEMENT 117.8' 159.7' 17.5' 6" THICK CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, SEE DETAIL CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, SEE DETAIL R157.4' 6.5' 8' SEE SAND BOX ENLARGEMENT SCALE IN FEET 0 20 40 N LAYOUT ENLARGEMENT PLAN "C"1 L3.3 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-LAYOUT.dwg 3/25/2021 5:59:00 PML3.3 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLAYOUT 016969-000 LEGEND: ARC TANGENT LINE LAYOUT CONTROL POINT CENTERLINE CONSTRUCTION LIMITS 4" CONCRETE PAVEMENT 6" CONCRETE PAVEMENT BITUMINOUS TRAIL PAVEMENT AGGREGATE WALK 4" DECORATIVE CONCRETE PAVEMENT 6" DECORATIVE CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT NO PARKING 6" THICK STANDARD CONCRETE PAVEMENT, SEE DETAIL 4" THICK CONCRETE PAVEMENT, SEE DETAIL 6" THICK CONCRETE PAVEMENT, SEE DETAIL ENCLOSURE ON 6" CONCRETE PAD, SEE DETAIL R5.0'R5.0' R5.0' R5.0' 20' 9.4' 6.5' PARKING LOT CONSTRUCTION AND STRIPING UNDER STREET PROJECT, CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK PARKING SIGN MOUNTED ON ENCLOSURE PIER R5.0'R5.0' R5.0' R5.0' 22.8' 62' 64.4' 6" THICK CONCRETE SHELTER PAD, SEE DETAIL 6' PICNIC TABLE (MOVEABLE) 6" THICK DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 6" THICK DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 11.9'12' 15.1'15.1' 96.7' 14.8' 66.4' R5.0'R5.0' 4'4' 53.7' 36.1' 45.9' 17.1' FIRE PIT, SEE DETAIL PLANTER SEATING AREA, SEE DETAIL SEATING AREA, SEE DETAIL 48" PLANTER ON 6" CONCRETE PAD 6' LIMESTONE BENCH 6" THICK COLORED CONCRETE PAVEMENT, SEE DETAIL R5.0' R5.0' R5.0' R75.0' 6.5' 5.8' 6' LIMESTONE BENCH 8.63' 14.61' 20.59' 4' 11.1' LIMESTONE BENCH HIGH TOP TABLE, SEE DETAIL BISTRO TABLE AND CHAIRS (TYP.) 4' 11.1' 15.5'6'4'20'4' 21' 20' 14' 23.73'26.36' R5.0' R5.0' R5.0'R77.8' R5.1' R5.0' 6.5' 22.6' 16' 21' BIKE LOOPS (TYP) TRASH AND RECYCLING (TYP) BIKE LOOPS (TYP) PAVILION CONSTRUCTION BY OTHERS - CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK 6' BENCHES WITH BACKS BETWEEN 30" PLANTERS TRASH AND RECYCLING (TYP) TRASH AND RECYCLING (TYP) TRASH AND RECYCLING (TYP) TRASH AND RECYCLING (TYP) PARKING LOT PAVEMENT, CURB, HC SIGNS AND STRIPING UNDER STREET CONTRACT - CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES 30.8' 9.8' 18'12.3' 37.9'20'6'15.5'4'4'4' 20' 29.7' 4.5' 4.2' 8' 4' 5' 4' 8' 4' 8' 4' 8' 4' 8' 4' 6.2'6.2' 4' 7.6' 4.4' 7.6' 4.4' .6' 7.7' 4.3' 7.8' 4.4' 1.6' 17.5' 6.5' 15.6'15.2' SCALE IN FEET 0 10 20 N LAYOUT ENLARGEMENT PLAN "D"1 L3.4 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-LAYOUT.dwg 3/25/2021 5:59:04 PML3.4 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLAYOUT 016969-000 LEGEND: ARC TANGENT LINE LAYOUT CONTROL POINT CENTERLINE CONSTRUCTION LIMITS 4" CONCRETE PAVEMENT 6" CONCRETE PAVEMENT BITUMINOUS TRAIL PAVEMENT AGGREGATE WALK 4" DECORATIVE CONCRETE PAVEMENT 6" DECORATIVE CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT NO PARKING NO PARKINGNO PARKINGTETETETER77.8' R4.0' R5.0' R5.0' R5.0' R5.0' R5.0' SAWCUT AND MATCH EXISTING BITUMINOUS TRAIL PAVEMENT 4" THICK CONCRETE PAVEMENT, SEE DETAIL BITUMINOUS TRAIL PAVEMENT, SEE DETAIL 6" THICK CONCRETE PAVEMENT, SEE DETAIL 6" THICK CONCRETE PAVEMENT, SEE DETAIL 4" THICK CONCRETE PAVEMENT, SEE DETAIL R5.0' R20.0' CONSTRUCTION LIMIT (TYP.) TRASH AND RECYCLING (TYP) R5.1' R5.0' R5.0' R149.3' 6" THICK CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, SEE DETAIL 4" THICK, 5' WIDE CONCRETE WALK SAWCUT AND MATCH TO EXISTING CONCRETE PAVEMENT SAWCUT AND MATCH TO EXISTING CONCRETE PAVEMENT 6" THICK CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, SEE DETAIL 6" CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, SEE DETAIL COLORED CONCRETE BANDS, SEE DETAIL LIMESTONE BENCH (TYP), SEE DETAIL 21' 4' 8' 18' 4' 8'4' 10' WIDE BITUMINOUS TRAIL PAVEMENT COLORED CONCRETE BANDS, SEE DETAIL LIMESTONE BENCH (TYP), SEE DETAIL TRASH AND RECYCLING (TYP) 10' PARKING LOT CONSTRUCTION UNDER STREET PACKAGE SCALE IN FEET 0 20 40 N LAYOUT ENLARGEMENT PLAN "E"1 L3.5 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-LAYOUT.dwg 3/25/2021 5:59:08 PML3.5 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLAYOUT 016969-000 LEGEND: ARC TANGENT LINE LAYOUT CONTROL POINT CENTERLINE CONSTRUCTION LIMITS 4" CONCRETE PAVEMENT 6" CONCRETE PAVEMENT BITUMINOUS TRAIL PAVEMENT AGGREGATE WALK 4" DECORATIVE CONCRETE PAVEMENT 6" DECORATIVE CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT 6' STANDARD BENCH (TYP) TRASH AND RECYCLING (TYP) ORNAMENTAL FENCE ON CONCRETE MAINTENANCE STRIP, SEE DETAIL STANDARD FENCE PIER, SEE DETAIL CUT STUMPS FROM REMOVED TREES PLACED IN HILLSIDE AS STEPPERS 4" THICK CONCRETE WALKS, SEE DETAIL ENTRANCE FENCE AND PIERS, SEE DETAIL BACKSTOP ON CONCRETE MAINTENANCE STRIP, SEE DETAIL 12" DEPTH OF SAND IN PLAY AREA - EQUIPMENT BY OTHERS TO BE COORDINATED BIKE LOOPS (TYP) 4" THICK CONCRETE PAD, SEE DETAIL TRASH AND RECYCLING (TYP) STANDARD PIER, SEE DETAIL STANDARD PIER, SEE DETAIL RELOCATED MEMORIAL BOULDER WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-LAYOUT.dwg 3/25/2021 5:59:11 PML3.6 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLAYOUT 016969-000 LEGEND: ARC TANGENT LINE LAYOUT CONTROL POINT CENTERLINE CONSTRUCTION LIMITS 4" CONCRETE PAVEMENT 6" CONCRETE PAVEMENT BITUMINOUS TRAIL PAVEMENT AGGREGATE WALK 4" DECORATIVE CONCRETE PAVEMENT 6" DECORATIVE CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT SAND BOX LAYOUT ENLARGEMENT PLAN3 L3.6 SCALE IN FEET 0 10 20 N MAINTENANCE GATE SMALL LIMESTONE BENCH (TYP) 6' STANDARD BENCH (TYP) LIMESTONE STEPPING STONES PLACED IN EMBANKMENT AGGREGATE PATHS AND SEATING AREA CONCRETE PLAY CURB (TYP), SEE DETAIL CAFE TABLES (TYP) CONCRETE SEAT WALL, SEE DETAIL TRASH AND RECYCLING 4" CONCRETE PAVEMENT 6' 6' ORNAMENTAL FENCE ON WALL, SEE DETAIL CONCRETE RETAINING WALL, SEE DETAIL TRASH AND RECYCLING CAFE TABLES (TYP) ENTRANCE PIERS WITH FENCE, SEE DETAIL CONCRETE RETAINING WALL, SEE DETAIL TRASH AND RECYCLING 6' PICNIC TABLES 10' 36.27' 6' 12' 12' ORNAMENTAL FENCE ON CONCRETE MAINTENANCE STRIP, SEE DETAIL STANDARD PIER, SEE DETAIL PARK MONUMENT SIGN, SEE DETAIL 6" CONCRETE WITH PEDESTRIAN RAMPS AND TRUNCATED DOMES 6" CONCRETE 4" CONCRETE WALK ORNAMENTAL FENCE ON CONCRETE MAINTENANCE STRIP, SEE DETAIL STANDARD PIER, SEE DETAIL NOTE: PLAYGROUND EQUIPMENT AND SURFACING BY OTHERS - COORDINATE INSTALLATION NOTE: PLAYGROUND EQUIPMENT AND SURFACING BY OTHERS - COORDINATE INSTALLATION WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-LAYOUT.dwg 3/25/2021 5:59:15 PML3.7 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLAYOUT 016969-000 LEGEND: ARC TANGENT LINE LAYOUT CONTROL POINT CENTERLINE CONSTRUCTION LIMITS 4" CONCRETE PAVEMENT 6" CONCRETE PAVEMENT BITUMINOUS TRAIL PAVEMENT AGGREGATE WALK 4" DECORATIVE CONCRETE PAVEMENT 6" DECORATIVE CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT PLAY CONTAINER LAYOUT ENLARGEMENT PLAN1 L3.7 SCALE IN FEET 0 10 20 N FIRE PIT, SEE DETAIL 48" SQUARE X 32" HIGH PLANTER 6' X 30" X 32" HIGH PLANTER 6' BACKLESS BENCH LIMESTONE BENCH TRASH AND RECYCLING 48" SQUARE X 32" HIGH PLANTER 48" SQUARE X 32" HIGH PLANTER 6' X 30" X 32" HIGH PLANTER 6' BACKLESS BENCH 48" SQUARE X 32" HIGH PLANTER TRASH AND RECYCLING (TYP) WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-LAYOUT.dwg 3/25/2021 5:59:20 PML3.8 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLAYOUT 016969-000 LEGEND: ARC TANGENT LINE LAYOUT CONTROL POINT CENTERLINE CONSTRUCTION LIMITS 4" CONCRETE PAVEMENT 6" CONCRETE PAVEMENT BITUMINOUS TRAIL PAVEMENT AGGREGATE WALK 4" DECORATIVE CONCRETE PAVEMENT 6" DECORATIVE CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT FIRE PIT SEATING LAYOUT ENLARGEMENT PLAN1 L3.8 N SEATING LAYOUT ENLARGEMENT PLAN2 L3.8SCALE IN FEET 0 4 8 N SCALE IN FEET 0 4 8 NO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING T E TE TE TE TE TE TE TE TE TE TE TETETETETETETETE TE TE TE TE FOR LAYOUT ENLARGEMENT PLAN "E", SEE SHEET L4.5 FOR LAYOUT ENLARGEMENT PLAN "A", SEE SHEET L4.1 FOR LAYOUT ENLARGEMENT PLAN "B", SEE SHEET L4.2 FOR LAYOUT ENLARGEMENT PLAN "D", SEE SHEET L4.4FOR LAYOUT ENLARGEMENT PLAN "C", SEE SHEET L4.3932931930929928927926929930931 932931932933934 93593793993 8 932 931 933933 933934 935936933934935 936937938939933936930SCALE IN FEET 0 50 100 N OVERALL GRADING PLAN1 L4.0 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-GRAD.dwg 3/25/2021 5:59:56 PML4.0 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNGRADING 016969-000 LEGEND: WOOD FIBER BIOROLL SILT FENCE CONSTRUCTION LIMITS o o o o o o EXISTING SPOT GRADE LOW POINT EXISTING CONTOUR PROPOSED CONTOUR88 9 LP 889.58 HIGH POINTHP EXISTING DECIDUOUS TREE EXISTING CONIFER TREE SF PROPOSED SPOT GRADE889.58 INLET PROTECTION CROSS SLOPE DIRECTION INVERT ELEVATIONI.E. 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NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNGRADING 016969-000 LEGEND: WOOD FIBER BIOROLL SILT FENCE CONSTRUCTION LIMITS o o o o o o EXISTING SPOT GRADE LOW POINT EXISTING CONTOUR PROPOSED CONTOUR88 9 LP 889.58 HIGH POINTHP EXISTING DECIDUOUS TREE EXISTING CONIFER TREE SF PROPOSED SPOT GRADE889.58 INLET PROTECTION CROSS SLOPE DIRECTION INVERT ELEVATIONI.E. 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B32018933.43spot4" 6"32021933.19treeline32022933.58spot32023933.30spot32024933.22spot32025932.62spot32026933.06spot32027932.22spot32028933.45spot32029932.98treeline32030933.11spot32031933.16spot32032932.06spot32033931.23spot32034932.62spot32035933.26spot32036931.58spot32037931.16spotTC:932.75 GG:932.25 932.90 TC:932.43 TC:931.97 GG:931.47 933.81 TC:933.66 GG:933.16 933.66 TC:933.20 GG:932.70 4.2% 933.82 932.75 932.52 933.65 934.12 932.95 932.45 TC:933.10 GG:932.60 933.40 933.0 932.4 932.29 RIM:931.89 IE:928.59 933934935936936.75 MATCH EXISTING: ~933.0 SCALE IN FEET 0 20 40 N GRADING ENLARGEMENT PLAN "E"1 L4.5 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-GRAD.dwg 3/25/2021 6:00:56 PML4.5 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNGRADING 016969-000 LEGEND: WOOD FIBER BIOROLL SILT FENCE CONSTRUCTION LIMITS o o o o o o EXISTING SPOT GRADE LOW POINT EXISTING CONTOUR PROPOSED CONTOUR88 9 LP 889.58 HIGH POINTHP EXISTING DECIDUOUS TREE EXISTING CONIFER TREE SF PROPOSED SPOT GRADE889.58 INLET PROTECTION CROSS SLOPE DIRECTION INVERT ELEVATIONI.E. SUBGRADE GUTTER GRADEGG SG TOP OF CURBTC EXISTING GRADEEX STORM SEWER NON-PERFORATED DRAINTILE PERFORATED DRAINTILE DTL FIELD VERIFYFV NO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING TE T E TE TE TE TE TE TE TE TE TE TETETETETETETETE TE TE TE TE 40+0041+0095+0096+0097+0098+0099+0099+50STA 88+25.00 0.00'123+00124+001 2 5 + 0 0 1 2 6 + 0 0127+00128+00129+00130+00130+50FOR LAYOUT ENLARGEMENT PLAN "A", SEE SHEET L5.1 FOR LAYOUT ENLARGEMENT PLAN "B", SEE SHEET L5.2 FOR LAYOUT ENLARGEMENT PLAN "C", SEE SHEET L5.3 FOR LAYOUT ENLARGEMENT PLAN "E", SEE SHEET L5.5FOR LAYOUT ENLARGEMENT PLAN "D", SEE SHEET L5.493293193092992892792692993093193293193293393493593793993 8 932 931 933933 93393 4 935936933934935 936937938939933936930SCALE IN FEET 0 50 100 N OVERALL LANDSCAPE PLAN1 L5.0 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-PLNT.dwg 3/26/2021 8:50:11 AML5.0 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN SN CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLANDSCAPE PLAN 016969-000 LEGEND: PROPOSED CONTOUR CONSTRUCTION LIMITS 21+ 0 0 22+00 23+00 24+00 25+00 NO PARKINGNO PARKINGNO PARKINGTE TE TE TE TE TE 21+ 0 0 22+00 23+00 24+00 25+00 128+00129+00130+00130+509329319309299289279269299309319321.5" Cal B&B Japanese Tree Lilac (TYP) 6` HT B&B Black Hills Spruce (TYP) SEE NORTHWEST PARKING ENLARGEMENT SEE NORTHWEST SEATING ENLARGEMENT 1 2" Cal B&B Regal Prince Oak (TYP) 1 2.5" Cal B&B Sienna Glen Maple (TYP) 1 2" Cal B&B Burr Oak (TYP) SCALE IN FEET 0 20 40 N LANDSCAPE ENLARGEMENT PLAN "A"1 L5.1 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-PLNT.dwg 3/26/2021 8:50:17 AML5.1 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN SN CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLANDSCAPE PLAN 016969-000 LEGEND: PROPOSED CONTOUR CONSTRUCTION LIMITS TE TE TE TE TE TE TE TE TE 97+0098+0099+0099+50933934935 93693793893993312" X 12" CONCRETE STEPPERS 1 2" Cal B&B Discovery Elm (TYP) 1 1 gal Moonbeam Tickseed (TYP) 1 1 gal Walker`s Low Catmint (TYP) 1 5 gal Dwarf Bush Honeysuckle (TYP) 6` HT B&B Black Hills Spruce (TYP) 1 1 gal May Night Salvia (TYP) 1.5" Cal B&B Japanese Tree Lilac (TYP) 1 10` Ht, Multi-Stem Autumn Brilliance Apple Serviceberry (TYP) 8` HT B&B White Pine (TYP) METAL EDGING METAL EDGING 1 2" Cal B&B Autumn Gold Maidenhair Tree (TYP) 1 2" Cal B&B Burr Oak (TYP) 1 5 gal Ivory Halo Dogwood (TYP) 1 1 gal Karl Foerster Feather Reed Grass (TYP) METAL EDGING (TYP) 1 1.5" Cal B&B Japanese Tree Lilac (TYP) 1 8` HT B&B White Pine (TYP) 1 2" Cal B&B Burr Oak (TYP) 1 6` HT B&B Black Hills Spruce (TYP) 1 6` B&B Techny Arborvitae (TYP) 1 5 gal Miss Kim Korean Lilac (TYP) 1 1 gal Karl Foerster Feather Reed Grass (TYP) 1 1 gal Standing Ovation Little Bluestem (TYP) 1 2.5" Cal B&B Armstrong Red Maple (TYP) 1 1 gal Daylily (TYP) 1 5 gal Ivory Halo Dogwood (TYP) 1 5 gal Miss Kim Korean Lilac (TYP) 1 5 gal Dwarf Bush Honeysuckle (TYP) 1 1.5" Cal B&B Dakota Pinnacle Asian White Birch (TYP) 1 5 gal Arctic Fire Red Twig Dogwood (TYP) 1 1 gal Autumn Fire Sedum (TYP) 1 1 gal Prairie Dropseed (TYP) 1 10` Ht, Multi-Stem Autumn Brilliance Apple Serviceberry (TYP) SEE COURT ENLARGEMENT PLAN SCALE IN FEET 0 20 40 N LANDSCAPE ENLARGEMENT PLAN "B"1 L5.2 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-PLNT.dwg 3/26/2021 8:50:23 AML5.2 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLANDSCAPE PLAN 016969-000 LEGEND: PROPOSED CONTOUR CONSTRUCTION LIMITS 50+00 51+00 52+00 50+00 51+00 52+00124+001 2 5 + 0 0 1 2 6 + 0 0127+00931.75932.0293193293393493593793993 8 932 931 9369301 10` Ht, Multi-Stem Autumn Brilliance Apple Serviceberry (TYP) 1 6` B&B Techny Arborvitae (TYP) 2" Cal B&B Pin Oak (TYP) 1 1 gal Karl Foerster Feather Reed Grass 1 1 gal May Night Salvia 1 5 gal Arctic Fire Red Twig Dogwood (TYP) 1 1.5" Cal B&B Dakota Pinnacle Asian White Birch (TYP) 2.5" Cal B&B Armstrong Red Maple (TYP) 1 1 gal Prairie Dropseed (TYP) 6` HT B&B Black Hills Spruce (TYP) 1 1 gal Autumn Fire Sedum (TYP) 8` HT B&B White Pine (TYP) 1 1 gal Dragon`s Blood Stonecrop (TYP) 1 1 gal Little Miss Sunshine Stonecrop (TYP) 1 2.5" Cal B&B Sienna Glen Maple (TYP) 1 2" Cal B&B Northern Acclaim Honey Locust (TYP)1 2" Cal B&B Northern Catalpa (TYP) 1 5 gal Ivory Halo Dogwood (TYP) 1 5 gal Gro-Low Fragrant Sumac (TYP) 1 6` HT B&B Black Hills Spruce (TYP) 1 5 gal Compact Mugo Pine (TYP) SCALE IN FEET 0 20 40 N LANDSCAPE ENLARGEMENT PLAN "C"1 L5.3 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-PLNT.dwg 3/26/2021 8:50:29 AML5.3 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLANDSCAPE PLAN 016969-000 LEGEND: PROPOSED CONTOUR CONSTRUCTION LIMITS 82+50NO PARKING 82+509331 4` B&B Emerald Green Arborvitae (TYP) 1 1 gal Prairie Dropseed (TYP) 1 5 gal Compact Mugo Pine (TYP) 2.5" Cal B&B Armstrong Red Maple (TYP) 1 1.5" Cal B&B Dakota Pinnacle Asian White Birch (TYP) 1 1 gal May Night Salvia (TYP) 1 5 gal Arctic Fire Red Twig Dogwood (TYP) METAL EDGING 1 5 gal Arctic Fire Red Twig Dogwood (TYP) 1 2" Cal B&B Northern Acclaim Honey Locust (TYP) 1 1 gal Autumn Fire Sedum (TYP) 1 2" Cal B&B Autumn Gold Maidenhair Tree (TYP) 1 1 gal Standing Ovation Little Bluestem (TYP) 1 1 gal Autumn Fire Sedum (TYP) 1 5 gal Gro-Low Fragrant Sumac (TYP) 1 8` B&B Balsam Fir (TYP) 1 1 gal Daylily (TYP) 1 2.5" Cal B&B Sienna Glen Maple (TYP) 1 1 gal Walker`s Low Catmint (TYP) 1 1 gal Prairie Dropseed (TYP) 1 2" Cal B&B Kindred Spirit Oak (TYP) 1 5 gal Ivory Halo Dogwood (TYP) 1 1 gal PowWow Wild Berry Coneflower (TYP) 1 5 gal Incrediball Hydrangea (TYP) 1 2.5" Cal B&B Armstrong Red Maple (TYP) SCALE IN FEET 0 10 20 N LANDSCAPE ENLARGEMENT PLAN "D"1 L5.4 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-PLNT.dwg 3/26/2021 8:50:35 AML5.4 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLANDSCAPE PLAN 016969-000 LEGEND: PROPOSED CONTOUR CONSTRUCTION LIMITS 89+0090+0090+5055+00 56+00 57+00 58+00 NO PARKING NO PARKINGNO PARKING95+0096+00TETETETE89+0090+0090+5055+00 56+00 57+00 58+0095+0096+00933934935936SEE SOUTHEAST PARKING ENLARGMENT 1 2.5" Cal B&B Sienna Glen Maple (TYP) 1 1.5" Cal B&B Prairie Fire Apple (TYP) 1 1 gal Prairie Dropseed METAL EDGING METAL EDGING 1 2" Cal B&B Regal Prince Oak (TYP) SCALE IN FEET 0 20 40 N LANDSCAPE ENLARGEMENT PLAN "E"1 L5.5 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-PLNT.dwg 3/26/2021 8:50:40 AML5.5 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLANDSCAPE PLAN 016969-000 LEGEND: PROPOSED CONTOUR CONSTRUCTION LIMITS 9289271 1 gal Prairie Dropseed (TYP) 1 6` B&B Techny Arborvitae (TYP) 1 1 gal Black-Eyed Susan (TYP) 1 5 gal Ivory Halo Dogwood (TYP) 1 5 gal Arctic Fire Red Twig Dogwood (TYP) 1 1 gal Karl Foerster Feather Reed Grass (TYP) 1 1.5" Cal B&B Prairie Fire Apple (TYP) 1 1.5" Cal B&B Japanese Tree Lilac 1 5 gal Gro-Low Fragrant Sumac (TYP) METAL EDGINGNO PARKINGNO PARKING932931930METAL EDGING 1 1 gal Prairie Dropseed (TYP) 1 1 gal May Night Salvia (TYP) 1 1 gal Walker`s Low Catmint (TYP) 1 1.5" Cal B&B Prairie Fire Apple 1 5 gal Dwarf Bush Honeysuckle (TYP) 1 2" Cal B&B Burr Oak 1 2" Cal B&B Regal Prince Oak (TYP) 1.5" Cal B&B Prairie Fire Apple (TYP) Gro-Low Fragrant Sumac (TYP) SCALE IN FEET 0 10 20 N NORTHWEST LANDSCAPE SEATING AREA ENLARGEMENT PLAN1 L5.6 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-PLNT.dwg 3/26/2021 8:50:50 AML5.6 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLANDSCAPE PLAN 016969-000 NORTHWEST LANDSCAPE PARKING AREA ENLARGEMENT PLAN1 L7.1 SCALE IN FEET 0 10 20 N LEGEND: PROPOSED CONTOUR CONSTRUCTION LIMITS 933934METAL EDGING (TYP) 1 1.5" Cal B&B Japanese Tree Lilac (TYP) 1 8` HT B&B White Pine (TYP) 1 2" Cal B&B Burr Oak (TYP) 1 6` HT B&B Black Hills Spruce (TYP) 1 6` B&B Techny Arborvitae (TYP) 1 5 gal Miss Kim Korean Lilac (TYP) 1 1 gal Karl Foerster Feather Reed Grass (TYP) 1 1 gal Standing Ovation Little Bluestem (TYP) 1 2.5" Cal B&B Armstrong Red Maple (TYP) 1 1 gal Daylily (TYP) 1 5 gal Ivory Halo Dogwood (TYP) 1 5 gal Miss Kim Korean Lilac (TYP) 1 5 gal Dwarf Bush Honeysuckle (TYP) 1 1.5" Cal B&B Dakota Pinnacle Asian White Birch (TYP) 1 5 gal Arctic Fire Red Twig Dogwood (TYP) 1 1 gal Autumn Fire Sedum (TYP) 1 1 gal Prairie Dropseed (TYP) 1 10` Ht, Multi-Stem Autumn Brilliance Apple Serviceberry (TYP) WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-PLNT.dwg 3/26/2021 8:50:56 AML5.7 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLANDSCAPE PLAN 016969-000SCALE IN FEET 0 10 20 N LANDSCAPE COURT ENLARGEMENT PLAN1 L5.7 LEGEND: PROPOSED CONTOUR CONSTRUCTION LIMITS 935 93693793893990+0090+001 2" Cal B&B Discovery Elm 1 1 gal Prairie Fire Switch Grass 1 1 gal Autumn Fire Sedum 1 1 gal Boulder Blue Fescue 1 1 gal Purple Coneflower 1 1 gal Standing Ovation Little Bluestem 1 1 gal Black-Eyed Susan 1 1 gal Blazing Star 1 1 gal Prairie Dropseed 1 1 gal Standing Ovation Little Bluestem 1 1 gal Daylily 1 1 gal White Creeping Phlox 1 1 gal Walker`s Low Catmint 1 1 gal Prairie Fire Switch Grass 1 1 gal Autumn Fire Sedum WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-PLNT.dwg 3/26/2021 8:51:05 AML5.8 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLANDSCAPE PLAN 016969-000 SCALE IN FEET 0 10 20 N SOUTHEAST LANDSCAPE PARKING LOT ENLARGEMENT PLAN2 L5.8 SKATE PARK BERM LANDSCAPE ENLARGEMENT PLAN1 L5.8 SCALE IN FEET 0 10 20 N LEGEND: PROPOSED CONTOUR CONSTRUCTION LIMITS TREES QTY BOTANICAL / COMMON NAME CONT 1 Abies balsamea / Balsam Fir 8` B&B 22 Acer rubrum `Armstrong` / Armstrong Red Maple 2.5" Cal B&B 15 Acer x freemanii `Sienna` TM / Sienna Glen Maple 2.5" Cal B&B 2 Catalpa speciosa / Northern Catalpa 2" Cal B&B 6 Ginkgo biloba `Autumn Gold` TM / Autumn Gold Maidenhair Tree 2" Cal B&B 5 Gleditsia triacanthos inermis `Harve` TM / Northern Acclaim Honey Locust 2" Cal B&B 11 Picea glauca `Densata` / Black Hills Spruce 6` HT B&B 5 Pinus strobus / White Pine 8` HT B&B 6 Quercus macrocarpa / Burr Oak 2" Cal B&B 4 Quercus palustris / Pin Oak 2" Cal B&B 15 Quercus x warei `Long` TM / Regal Prince Oak 2" Cal B&B 7 Ulmus davidiana japonica `Discovery` / Discovery Elm 2" Cal B&B ORNAMENTAL TREES QTY BOTANICAL / COMMON NAME CONT 6 Amelanchier x grandiflora `Autumn Brilliance` / Autumn Brilliance Apple Serviceberry 10` Ht, Multi-Stem 31 Betula platyphylla `Fargo` TM / Dakota Pinnacle Asian White Birch 1.5" Cal B&B 10 Malus x `Prairie Fire` / Prairie Fire Apple 1.5" Cal B&B 6 Quercus x warei `Nadler` TM / Kindred Spirit Oak 2" Cal B&B 10 Syringa reticulata / Japanese Tree Lilac 1.5" Cal B&B SHRUBS QTY BOTANICAL / COMMON NAME SIZE 31 Cornus alba `Bailhalo` TM / Ivory Halo Dogwood 5 gal 63 Cornus sericea `Farrow` TM / Arctic Fire Red Twig Dogwood 5 gal 138 Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal 11 Hydrangea arborescens `Abetwo` / Incrediball Hydrangea 5 gal 10 Pinus mugo pumilio `Compact Select` / Compact Mugo Pine 5 gal 41 Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 27 Syringa pubescens patula `Miss Kim` / Miss Kim Korean Lilac 5 gal 22 Thuja occidentalis `Smaragd` / Emerald Green Arborvitae 4` B&B 24 Thuja occidentalis `Techny` / Techny Arborvitae 6` B&B PLANT SCHEDULE GRASSES / SEDGE QTY BOTANICAL / COMMON NAME SIZE 78 Calamagrostis x acutiflora `Karl Foerster` / Karl Foerster Feather Reed Grass 1 gal 44 Festuca glauca `Boulder Blue` / Boulder Blue Fescue 1 gal 16 Panicum virgatum `Prairie Fire` / Prairie Fire Switch Grass 1 gal 123 Schizachyrium scoparium `Standing Ovation` / Standing Ovation Little Bluestem 1 gal 362 Sporobolus heterolepis / Prairie Dropseed 1 gal PERENNIAL QTY BOTANICAL / COMMON NAME SIZE 75 Coreopsis x `Moonbeam` / Moonbeam Tickseed 1 gal 20 Echinacea purpurea / Purple Coneflower 1 gal 25 Echinacea purpurea `PAS702917` TM / PowWow Wild Berry Coneflower 1 gal 89 Hemerocallis x `Stella Supreme` / Daylily 1 gal 28 Liatris spicata / Blazing Star 1 gal 83 Nepeta x faassenii `Walker`s Low` / Walker`s Low Catmint 1 gal 10 Phlox subulata `White Delight` / White Creeping Phlox 1 gal 42 Rudbeckia fulgida `Goldstrum` / Black-Eyed Susan 1 gal 134 Salvia x sylvestris `May Night` / May Night Salvia 1 gal 11 Sedum kamtschaticum `Little Miss Sunshine` / Little Miss Sunshine Stonecrop 1 gal 10 Sedum spurium `Dragon`s Blood` / Dragon`s Blood Stonecrop 1 gal 96 Sedum x `Autumn Fire` / Autumn Fire Sedum 1 gal WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-PLNT.dwg 3/26/2021 8:51:11 AML5.9 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNLANDSCAPE PLAN 016969-000 FOR RESTORATION ENLARGEMENT PLAN "A", SEE SHEET L6.1 PlayBooster® (5-12 years) ™ ® EXT. FOREVER LAWNTUNNEL TURF MOUND 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 88+0089+0090+0090+5050+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 82+0082+50NO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING95+0096+0097+0098+0099+0099+50NO PARKING TE TE TE TE TE TE TE TE TE TE TE TETETETETETETETETE TE TE TE TYPE 1 TURF SEED MIXTURE WITH BFM HYDROMULCH TO BE USED IN ALL DISTURBED AREAS NOT PAVED, PLANTED, OR INDICATED OTHERWISE - CLEAN BFM FROM ALL AMENITIES AND HARD SURFACES (TYP) RESTORATION NOTE: CONTRACTOR SHALL RIP SUBGRADE A MINIMUM OF 12 INCHES PRIOR TO PLACEMENT OF TOPSOIL OR PLANTING SOIL MIXTURES 932931930929928927926929930931932931932933934 93593793993 8 932 931 933933 9339 3 4 935936933934935 936937938939933936930ooooooo oooooooo ooooooooooooooooooooooooooo o o o oooooooooooooooooooooooooooooooooooooooooooooooooooooooo o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o AREA WITHIN THE ZONE INDICATED AROUND THE BUILDING TO BE COVERED IN COVER CROP WITH BFM AT END OF 2021 SEASON - CONTRACTOR IS REQUIRED TO REMOVE ALL TEMPORARY COVER CROP IN SPRING OF 2022 PRIOR TO SOIL PREPARATION AND INSTALLATION OF TYPE 1 TURF SEED MIXTURE IN 2022 SCALE IN FEET 0 40 80 N OVERALL RESTORATION AND EROSION CONTROL PLAN1 L6.0 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-RESTORATION.dwg 3/25/2021 6:03:25 PML6.0 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNRESTORATION AND EROSION CONTROL PLAN 016969-000 LEGEND: PROPOSED CONTOUR CONSTRUCTION LIMITS WOOD FIBER SEDIMENT CONTROL LOG SILT FENCE TYPE III SEED MIX INLET PROTECTION TYPE II SEED MIX TYPE I SEED MIX EROSION CONTROL BLANKET SF o o o o o o FLOW TYPES: WOOD CHIP, COMPOST, OR ROCK TYPES: STRAW, WOOD FIBER, OR COIR 45°' 45°' 1 IN. X 2 IN. X 24 IN. LONG WOODEN STAKES. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. SEDIMENT CONTROL LOG 8 IN. - 10 IN. EMBEDMENT DEPTH BACKFILL AND COMPACT SOIL FROM TRENCH ON UPGRADIENT SIDE OF SEDIMENT CONTROL LOG PLACE SEDIMENT CONTROL LOG IN SHALLOW TRENCH (1 TO 2 IN. DEPTH) 1 IN. X 2 IN. X 24 IN. LONG WOODEN STAKES AS NEEDED. STAKES SHALL BE DRIVEN OVER THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. FLOW Date: Revised: Erosion & Sediment Control 1 Date Revised BIOROLL NOT TO SCALE WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_EROSION CONTROL.dwg 3/25/2021 6:03:37 PML7.0 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 Date: Revised: Special Details HU-EC-1 ROCK CONSTRUCTION ENTRANCE 04-01-15 03-12-20 HAR D S U R F A C E PUB LI C R O A D NOTES: 1.CRUSHED CONCRETE IS NOT ALLOWED 2.GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 3.MAINTENANCE IS INCIDENTAL 1" TO 2" CRUSHED ROCK 24' MI NI M U M 6" MIN. DEPTH 50' M I N I M U M O R A S DI R E C T E D B Y E N G I N E E R 20' RADIUS MINIMUM 20' RADIUS MINIMUM Date: Revised: Special Details HU-EC-2 SILT FENCE MACHINE SLICED 09-01-15 03-12-20 MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) 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. POST NOTCHES TO FACE AWAY FROM FABRIC. 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. STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. 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). 24" MINIMUM POST EMBEDMENT A DIRECTION OF S U R F A C E F L O W A 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. WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 2.5' LONG WOOD POSTS, 8 REQ'D. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-20D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 2'-6"8-10" FABRIC FLAP EXTENDING BEYOND BOTTOM 2"x4" - BURY UNDER ROCK TO PREVENT UNDERWASHING 1 1/2" WASHED ROCK 1' DEEP X 1' WIDE Date: Revised: Special Details HU-EC-3 INLET PROTECTION SILT BOX FOR CATCH BASIN BEFORE ROAD CONSTRUCTION 09-01-15 03-12-20 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. 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 Date: Revised: Special Details HU-EC-4 WIMCO CURB & GUTTER INLET PROTECTION (CG23) 04-01-15 03-12-20 SEDIMENT CONTROL LOG AND INLET PROTECTION BAG OVERFLOW GAP CURB AND GUTTER INLET CURB FILTER LOW PROFILE WITH GUTTER FOR SAFETY AND CURB APPEAL LIFTING STRAPS STORM SEWER GRATE WITH INLET PROTECTION BAG INLET PROTECTION BAG DETAIL FRONT, BACK AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC BAG TO BE HELD IN PLACE BY EXISTING GRATE Date: Revised: Special Details HU-EC-5 INLET PROTECTION 01-20-17 03-12-20 TABLE 2575-3 RAPID STABILIZATION METHOD MATERIALS 1 2 3 4 5 TYPE 1 MULCH PLACED AT A RATE OF 2 TONS PER ACRE (4.5 TONNE PER ha) WITH DISC ANCHORING TYPE 3 MULCH PLACED AT A RATE OF 1.5 TON PER ACRE (3.4 TONNE PER ha). 3884, STABILIZED FIBER MATRIX, PLACED AT A RATE OF 750 LB/ACRE (835 kg/ha) 3884, STABILIZED FIBER MATRIX, PLACED AT 330 LB PER 1000 GALLONS OF SLURRY MIXTURE (159 kg PER 3.8 CU. METERS) OF SLURRY MIXTURE. SEED MIXTURE 22-111 PLACED AT A RATE OF 10 LB PER 1,000 GALLONS (4.5 kg PER 3.8 CU. METERS) OF SLURRY MIX. TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED AT A RATE OF 50 LB PER 1000 GALLONS (22.7 kg PER 3.8 CU. METERS) OF SLURRY MIX. WATER PLACED AT A RATE OF 875 GALLONS PER 1,000 GALLONS (3.3 CU. METERS PER 3.8 CU. METERS) OF SLURRY MIX. APPLY MIXTURE AT A RATE OF 6,000 GALLONS PER ACRE (56 CU. METERS PER ha). CATEGORY 25 EROSION CONTROL BLANKET (NATURAL NET IF REQUIRED IN PLAN FOR PERMANENT BLANKET). SEED MIXTURE 22-111 PLACED AT A RATE OF 2 LB PER 100 SQ. YD. (1.1 kg PER 100 CU. METERS). TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED AT A RATE OF 8 LB PER 100 SQ. YD. (3.6 kg PER 84 SQ. METERS). RIP RAP CLASS II. GEOTEXTILE TYPE III. Date: Revised: Special Details HU-EC-9 RAPID STABILIZATION METHODS 1-5 04-30-18 03-12-20 CONCRETE WASHOUT SIGN DETAIL CONCRETE WASHOUT AREA CONCRETE WASHOUT DETAIL CONCRETE WASHOUT CONTAINMENT 1.THE OWNER REQUIRES THE USE OF CONTAINED CONCRETE WASHOUT AREAS. 2.CONTAINED CONCRETE WASHOUT AREA LOCATIONS SHALL BE IDENTIFIED ON THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). CONTAINERS SHALL BE PLACED IN SAFE, EASILY ACCESSIBLE, AND IN LOCATIONS APPROVED BY THE ENGINEER. 3.CONTAINED CONCRETE WASHOUT AREA MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA" 4.CONTAINED CONCRETE WASHOUT AREA MUST BE WATERTIGHT. 5.CONTAINED CONCRETE WASHOUT AREA'S OVERALL CONDITION AND APPROXIMATE VOLUME MUST BE NOTED ON EACH WEEKLY EROSION CONTROL INSPECTION REPORT. 6.CONTAINED CONCRETE WASHOUT AREA MUST HAVE A MINIMUM CAPACITY SIZE OF 12' X 8' X 2'OR 10 CUBIC-YARDS VOLUME. 7.CONTAINED CONCRETE WASHOUT AREA MUST BE MAINTAINED ONCE LEVELS REACH 1/2 FULL. 8.CONCRETE WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE TO MPCA REQUIREMENTS, STATE, AND FEDERAL LAWS. 9.DAMAGE TO THE CONTAINED CONCRETE WASHOUT CONTAINMENT SYSTEM MUST BE REPORTED TO THE OWNER WITHIN 24 HOURS OF DISCOVERY. 10.AN OWNER-APPROVED CONCRETE WASHOUT VENDOR MUST BE USED AND A MINIMUM OF A MONTHLY MAINTENANCE CONTRACT ISSUED. A COPY OF THIS CONTRACT MUST BE KEPT ON FILE WITH THE OWNER. CORRECTIVE ACTION THE OWNER RESERVES THE RIGHT TO DIRECT ANY REQUIRED MAINTENANCE OR REMOVAL OF ANY CONCRETE WASTE ON SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, LEAKING CONTAINERS, CONTAINERS THAT ARE MORE THAN 1/2 FULL FOR ONE INSPECTION PERIOD, ANY CONCRETE WASHOUT PILES THROUGHOUT THE SITE, AND CONCRETE SLURRY RESULTING FROM CUTTING AND MASONRY WORK. THE FEES INCURRED FROM THE MAINTENANCE OR REMOVAL OF CONCRETE WASTE IS INCIDENTAL TO THE WORK GENERATING THE WASTE, AND NO ADDITIONAL COMPENSATION WILL BE MADE THERETO. MINIMUM SIZE : 12'Lx8'Wx2'H OR A MINIMUM VOLUME OF 7.1 CUBIC YARDS. MAINTENCE MAINTENANCE: 1.CONTAINER MUST BE MONITORED ON A WEEKLY BASIS AND CONDITION NOTED ON EROSION & SEDIMENT CONTROL INSPECTION REPORT. 2.CONCRETE MUST BE REMOVED ONCE THE CONTAINER IS 1/2 FULL. CONCRETE MUST BE DISPOSED OF PROPERLY. CONTAINER SPECIFICATIONS: 1.CONTAINER MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA" 2.CONTAINER MUST BE PLACED IN AN EASILY ACCESSIBLE AND UNSIGHTLY LOCATION 3.THE CONTAINER MUST BE PORTABLE AND WATER TIGHT. 4.THE CONTAINER MAY HAVE ACCESS RAMPS. 5.THE CONTAINER MUST HAVE A MINIMUM HOLDING CAPACITY OF 10 CUBIC YARDS OF WASHED CONCRETE. C O N C R E T E W A S H O U T CONCR E T E WASHO U T ACCES S R A M P S N O T S H O W N I N D E T A I L Date: Revised: Special Details HU-EC-10 CONCRETE WASHOUT DETAIL 04-30-18 03-12-20 ROCK CONSTRUCTION ENTRANCE1 L7.0 SILT FENCE2 L7.0 SILT BOX INLET PROTECTION3 L7.0 CURB AND GUTTER INLET PROTECTION4 L7.0 INLET PROTECTION5 L7.0 CONCRETE WASHOUT 6 L7.0 RAPID STABILIZATION7 L7.0 BIOROLL8 L7.0 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_RAMPS.dwg 3/25/2021 6:03:52 PML7.1 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 PEDESTRIAN CURB RAMP1 L7.1 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_RAMPS.dwg 3/25/2021 6:03:53 PML7.2 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 PEDESTRIAN CURB RAMP1 L7.2 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_RAMPS.dwg 3/25/2021 6:03:54 PML7.3 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 PEDESTRIAN CURB RAMP1 L7.3 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_RAMPS.dwg 3/25/2021 6:03:55 PML7.4 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 PEDESTRIAN CURB RAMP1 L7.4 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_RAMPS.dwg 3/25/2021 6:03:57 PML7.5 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 PEDESTRIAN CURB RAMP1 L7.5 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_RAMPS.dwg 3/25/2021 6:03:58 PML7.6 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 PEDESTRIAN CURB RAMP1 L7.6 SAW CUT CONTROL JOINTS. CRACK CONTROL JOINTS SHALL EXTEND TO 1/3 THE THICKNESS OF THE CONCRETE. CRACK CONTROL JOINTS TO BE REPLACED WITH 1/2" EXPANSION JOINTS AT INTERVALS NO GREATER THAN 30 FEET. REFER TO PLANS FOR LOCATIONS/PATTERNS OF CONTROL JOINTS AND VERIFY WITH LA-E PRIOR TO PLACEMENT PLAN VIEW CONCRETE (REFER TO PLANS FOR THICKNESS) WITH LIGHT BROOM FINISH CONCRETE SHALL HAVE 1.0% MIN. / 1.5% MAX. CROSS-SLOPE IN DIRECTION OF POSITIVE DRAINAGE FLOW, UNLESS INDICATED OTHERWISE (TYP) - REFER ALSO TO GRADING PLANS FOR ADDITIONAL INFORMATION. CONCRETE SECTION VIEW COMPACTED SUBGRADE (TYP) 1/4" RADIUS OUTSIDE EDGE (TYP) CONCRETE TO BE 1" ABOVE ADJACENT GRADE (TYP) TOPSOIL 4" OR 6" CONCRETE PAVEMENT PER PLANS 5" COMPACTED DEPTH OF MnDOT 3138 CLASS 5, 5Q OR 6 CRUSHED AGGREGATE BASE Date: Revised: Concrete Pavement 1 Date Revised CONCRETE NOT TO SCALE Date: Revised: Bituminous Pavement 2 04/28/2020 Revised 3" HEAVY DUTY BITUMINOUS NOT TO SCALE SUBGRADE SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY (TYP) BITUMINOUS TACK COAT, MNDOT 2357 1.5" TYPE SP 12.5 NON WEAR COURSE MIX (2,B) SPNWB230B 6" COMPACTED DEPTH OF MnDOT 3138 CLASS 5, 5Q OR 6 CRUSHED AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY TO EXTEND 6 INCHES BEYOND EDGE OF TRAIL (TYP) 1.5" TYPE SP 9.5 WEARING COURSE MIX (2,B) SPWEA240B (NOT TO EXCEED 10% RAP) 6" TRAILS SHALL HAVE A 1.5% CROSS-SLOPE IN DIRECTION OF POSITIVE DRAINAGE UNLESS INDICATED OTHERWISE - REFER TO GRADING PLAN ASPHALT TO HAVE 45 DEGREE TAMPED EDGES wsb details not yet sized to standard plate CONTROL JOINTS SHALL BE PLACED AT ALL CORNERS AND INTERSECTIONS OF THE PLAY AREA CURB WITH JOINTS EQUALLY SPACED IN BETWEEN CORNERS AND INTERSECTIONS ALONG ALL SECTIONS OF CURB AT 10' MAXIMUM INTERVALS AND SHALL EXTEND TO 1/3 THE DEPTH OF THE CONCRETE. REPLACE CONTROL JOINTS WITH 1/2" EXPANSION JOINTS AT 30' MAXIMUM INTERVALS. LOCATION OF CONTROL AND EXPANSION JOINTS SHALL BE REVIEWED AND APPROVED BY LA-E PRIOR TO POURING CURB (TYP). 4" SOLID PIPE TO DAYLIGHT OR AS INDICATED ON PLANS CONTROL JOINT NOTE: 6" 4" 8" 8" MIN. WIDTH OF CRUSHED CLEAN AGGREGATE TRENCH FOR DRAINTILE (MIN. 2" BELOW AND ALONG SIDES OF PIPE) 6"X12" CONCRETE PLAY AREA CURB WITH REBAR - NOTE: CONTRACTOR HAS OPTION TO CONSTRUCT THE WALK WITH AN INTEGRAL CURB PLAY AREA SUBGRADE TO BE ESTABLISHED BY SITE CONTRACTOR ADJACENT WALK WHERE APPLICABLE COMPACTED SUBGRADE 12" EXPANSION JOINT 4" DIA. PERFORATED DRAINTILE IN ROCK TRENCH - REFER TO PLANS FOR LOCATIONS AND INVERT ELEVATIONS12"VARIES1/4" INSIDE RADIUS EDGE TO BE REPLACED WITH CHAMFERED EDGE IN LOCATIONS ADJACENT TO POURED IN PLACE RUBBER PLAY AREA SURFACING AND BASE BY OTHERS - COORDINATED EFFORTS WITH SURFACE INSTALLER 1/2" DIA. X 6" LONG SLIP DOWEL (COORDINATE WITH PLAYGROUND SURFACING INSTALLER) INTEGRAL COLORED CONCRETE BANDS WITH MEDIUM BROOM FINISH IN OPPOSITE DIRECTION WITH 1/4" RADIUS EDGES (COLOR TO BE SELECTED TO MATCH BUILDING LIMESTONE COLOR) - REFER TO PLANS FOR THICKNESSES AND LOCATIONS LIMESTONE SLAB APPROXIMATELY 6' LONG x 22-24" HEIGHT FOR BENCH (REFER TO PLANS FOR LOCATIONS) SIDES CAN BE ROUGH BUT TOP TO HAVE SMOOTH FINISH, SET LIMESTONE IN SUBGRADE TO ACCOUNT FOR APPROXIMATE 18" EXPOSED HEIGHT 21' 4' 10'11' 5'6.5'5'4.5' 8' 4' 4' STANDARD CONCRETE WITH LIGHT BROOM FINISH - REFER TO PLANS FOR THICKNESSES - CONCRETE TO EXTEND UP TO LIMESTONE BENCH WITH 1/2" EXPANSION JOINT BETWEEN CONCRETE AND LIMESTONE BANDING DESIGN NOTE: TYPICAL DIMENSIONS ARE SHOWN FOR GENERAL BANDING DESIGN, REFER TO PLANS FOR CONFIRMATION ON DIMENSIONS THAT MAY VARY CONTROL JOINT LOCATION (TYP) 18' 5'5'6.5'1.5' 8' 4' PLACE 1/2" EXPANSION JOINT BETWEEN DIFFERING PAVEMENTS (TYP) - RECESS JOINT FILLER AND USE JOINT SEALANTwsb details not yet sized to standard plate Date: Revised: Pavement 1 Date Revised REINFORCED CONCRETE NOT TO SCALE 5"6"6"6" CONCRETE WITH #4 CONTINUOUS REBAR SPACED AT 16" O.C. BOTH WAYS. REBAR TO BE CENTERED VERTICALLY WITHIN THE POUR. STOP REBAR 3" FROM EDGE OF CONCRETE ·PROVIDE LIGHT BROOM FINISH ·ONE SINGLE CONTINUOUS POUR FOR ENTIRE COURT IS REQUIRED - JOINTS TO BE SAW CUT ·CONCRETE MUST BE "WET CURED" ·CONTRACTOR MUST PROTECT FRESHLY POURED CONCRETE FROM DAMAGE 1/2" RADIUS EDGES TOP OF ADJACENT SOIL GRADE TO BE LEVEL WITH TOP OF PAVEMENT 6" DEPTH OF 100% CRUSHED LIMESTONE CLASS 5 AGGREGATE BASE COMPACTED TO 100% SPD COMPACTED SUBGRADE (TYP) REBAR TO BE PLACED A MIN. 2.5" FROM EDGE OF CONCRETE (TYP) 18" 1/2" EXPANSION JOINT WITH RECESSED FILLER AND JOINT SEALANT 24"-30" WIDTH ADJACENT CONCRETE TO EXTEND UP TO EDGE OF LIMESTONE BLOCK WHERE THEY MEET COMPACTED SUBGRADE (TYP) LIMESTONE SLAB APPROXIMATELY 6' LONG x 22-24" HEIGHT FOR BENCH (REFER TO PLANS FOR LOCATIONS) SIDES CAN BE ROUGH BUT TOP TO HAVE SMOOTH FINISH, SET LIMESTONE IN SUBGRADE TO ACCOUNT FOR APPROXIMATE 18" EXPOSED HEIGHT COMPACTED CLASS 5 AGGREGATE BASE TO EXTEND UNDER LIMESTONE BENCH (TYP) WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_PAVEMENTS.dwg 3/25/2021 6:04:13 PML7.7 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 COLORED CONCRETE BANDS 4 L7.7 STANDARD CONCRETE PAVEMENT1 L7.7 BITUMINOUS TRAIL PAVEMENT2 L7.7 CONCRETE PLAY CURB5 L7.7 REINFORCED CONCRETE PAVEMENT3 L7.7 LIMESTONE BENCH6 L7.7 TOP RAILS SHALL BE CONNECTED BETWEEN POSTS WITH RAIL ENDS (NO CONTINUOUS TOP RAILS ON BACKSTOP) 12'-0"12'-0" 16'-0" BACKSTOP BACK PANEL24'-0" BACKSTOP SIDE PANEL (TYP.) 18" WIDE X 5" THICK CONCRETE MAINTENTANCE STRIP (4000 PSI), SEE DETAIL 1-5/8" TOP, MID AND BOTTOM RAILS (TYP.) 8'-0" 20'-0" 18" DIA. x 5'-0" DEEP CONC. FOOTING ON ALL POSTS 12'-0"12'-0" 24'-0" BACKSTOP SIDE PANEL (TYP.) 8'-0" 9 GAUGE 2" FABRIC PLACED ON INTERIOR (INFIELD) SIDE OF FENCE 1-1/2" SPACE BETWEEN MAINTENANCE STRIP AND BOTTOM POSTS (TYP), 10'-0" 3.0" O.D. POSTS (TYP) 5'-0" 5'-0" 5'-0" 2 L6.1 2 L6.1 1 5 8" TOP, MID & BOTTOM RAILS 9 GAUGE MESH TO BE INSTALLED ON INTERIOR SIDE OF COURT FENCING (TYP) 1 12" BETWEEN BOTTOM RAIL AND TOP OF CONCRETE MAINTENANCE STRIP (TYP) EQUAL SPACED POSTS 5'-0" MAX O.C.8'-0"EQ. SPACEEQ. SPACE11 2"5'-0"BITUMINOUS COURT PAVEMENT AND CONCRETE MAINTENANCE STRIP, SEE DETAIL CONTINUOUS TOP RAIL - TYP 4" DIA. END AND GATE POSTS TO BE INSTALLED IN 18" DIA. CONCRETE FOOTING (4000 PSI) TO 60" DEPTH (TYP) 3" DIA. LINE POSTS TO BE INSTALLED IN 12" DIA. CONCRETE FOOTING TO 60" DEPTH (TYP) INDUSTRIAL GATE LATCHES TACK WELD LATCH TO POST TO PREVENT ROTATION INDUSTRIAL GATE HINGES DRILL HOLE IN POST TO ALLOW BOLTS TO BE TIGHTENED TO PREVENT HINGE ROTATION - (3) HINGES REQUIRED PER GATE TOP RAIL 1/4'' TO 1/2'' BELOW TOP OF RAIL FABRIC PLACEMENT DETAIL FABRIC TO BE PLACED ON INTERIOR SIDE OF PICKLEBALL COURT (TYP) 4'-6" (FV) ENSURE 4' MIN CLEAR OPENING SLOPE AWAY FROM COURT (TYP) COMPACTED SUBGRADE (TYP) FURNISH AND INSTALL 2" WELDED GATE FRAME WITH 9 GA. CHAINLINK FABRIC, INDUSTRIAL HINGES AND LATCH (TYP) - CENTER GATE BETWEEN POSTS AS INDICATED NOTE: ALL FENCING TO BE BLACK VINYL COATED WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_COURTS.dwg 3/25/2021 6:04:35 PML7.8 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 BACKSTOP FENCE ELEVATION 1 L7.8 PICKLEBALL FENCE ELEVATION2 L7.8 62' 20'20' 44' 1'1' 6'6'5.94'5.94' 50' 5' 21.94'5'5' 6.5' 5'21.94'5' 8' 22' 3' 18" WIDE CONCRETE MAINTENANCE STRIP, SEE DETAIL DIVIDER FENCE, SEE DETAIL COURT PAVEMENT, SEE DETAIL 65.87' 62' 63.87' 1' 1' 15' .5'.5' 5' 10' 5' 14' 8' 3' PICKLEBALL FENCE AND GATE, SEE DETAIL PICKLEBALL COURT STRIPING AND PLAYING LINE, SEE DETAIL 30' 30' SUGGESTED COURT COLORS OUT OF PLAY = GREEN NON-VOLLEY ZONE = LIGHT BLUE SERVICE AREA = BLUE LINE STRIPING = WHITE *CONTRACTOR MUST SUBMIT COLOR CHART FOR FINAL APPROVAL BY OWNER PRIOR TO INSTALLATION. TACK COAT 1.5'' RAP-FREE WEARING COURSE MIX (SPWEA240B) (TYP) 1.5'' TYPE BITUMINOUS NON WEAR COURSE MIX (SPWEA230B) (TYP) SUBGRADE COMPACTED TO 100% STANDARD PROCTOR DENSITY (TYP) FURNISH AND INSTALL MnDOT 3138 CLASS 5 AGGREGATE TO 6" MIN. DEPTH AND COMPACT TO 100% STANDARD PROCTOR DENSITY (TYP). 3" 6" BITUMINOUS COURT PAVEMENT WITH ACRYLIC COURT COLOR SURFACING, SEE SPECIFICATIONS WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_COURTS.dwg 3/25/2021 6:04:41 PML7.9 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 PICKLEBALL COURT1 L7.9 PICKLEBALL AND TENNIS COURT PAVEMENT3 L7.9 PICKLEBALL COURT STRIPING2 L7.9 62' 60' 122' 57.75' 36' 78' 42' 3' 4.58'26.83'4.58' TENNIS COURT PAVEMENT, SEE DETAIL TENNIS COURT FENCING AND GATE, SEE DETAIL EQ. FENCE SECTIONS (TYP. BOTH SIDES)TENNIS NET SYSTEM, SEE DETAIL NOTES 1.LINE STRIPING FOR THE TENNIS COURT LAYOUT SHALL BE 2" WIDE WHITE STRIPING IN ACCORDANCE WITH USTA STANDARDS AND AS INDICATED ON PLANS. DIMENSIONS FOR TENNIS COURT LAYOUT ARE FROM THE OUTSIDE TO OUTSIDE OF THE LINES WITH THE EXCEPTION OF THE DIMENSIONS TO THE COURT CENTERLINES WHICH ARE MEASURED OUTSIDE TO CENTER (TYP). 2.ALL ASPHALT SHALL BE COLOR COATED IN ACCORDANCE WITH WRITTEN SPECIFICATIONS - REFER TO SPEC SECTION 02533 FOR ADDITIONAL INFORMATION. COLOR COAT SHALL CONSIST OF THREE COLORS TO BE PICKED BY THE OWNER AT TIME OF CONSTRUCTION (TYP). 57.75' 50' 48' 48' 42' 18'4'4'4'18' R6.0'COURT CENTERLINE14' 28' R2.0' 7'11'6'6'11'7' 7' 1' 3' 3' 3' R6.0' 2' 7' 1' 3' 3' 3' 3' 2' 12' 3' WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_COURTS.dwg 3/25/2021 6:04:46 PML7.10 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 TENNIS COURT1 L7.10 BASKETBALL COURT2 L7.10 BASKETBALL COURT STRIPING (BY OTHERS) NOTE: DIMENSIONS FOR BASKETBALL COURT LAYOUT ARE FROM THE OUTSIDE TO OUTSIDE OF THE LINES, UNLESS INDICATED OTHERWISE, WITH THE EXCEPTION OF THE DIMENSIONS TO THE COURT CENTERLINES WHICH ARE MEASURED OUTSIDE TO CENTER. LINES SHALL BE 2" WIDE WHITE PAINT (TWO COATS) OF NON-REFLECTIVE PAINT CONFORMING TO STANDARD SPECIFICATIONS FOR SPORTS COURTS (TYP). BASKETBALL GOAL NOTE: FURNISH AND INSTALL BASKETBALL GOALS - COMPLETE, INCLUDING CONCRETE FOOTINGS AND ALL ATTACHMENTS. TOP OF CONCRETE FOOTING TO BE FLUSH WITH TOP OF ASPHALT SURFACE. FOOTINGS SHALL BE 24" DIA. x 60" DEEP (MIN), OR GREATER, IF REQUIRED BY MANUFACTURER. DIMENSIONS SHOWN FOR BASKETBALL STANDARD RELATE TO BACKBOARD. CONTRACTOR MUST OFFSET FOOTING LOCATION ACCORDINGLY BASED ON SPECIFIC PRODUCT MANUFACTURER DATA. PAVEMENT REQUIREMENTS: TOP LIFT OF PAVEMENT ON ALL SPORT COURT AREAS SHALL CONSIST OF VIRGIN (RAP-FREE) ASPHALT PAVEMENT. PAVEMENT SHALL BE ALLOWED TO CURE A MINIMUM OF 28 DAYS BEFORE ACRYLIC SURFACING MAY BE APPLIED. REFER TO SPECIFICATIONS AND SURFACING MANUFACTURER'S RECOMMENDATIONS FOR ADDITIONAL INFORMATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL WORK FROM DAMAGE, DEFECT OR VANDALISM UNTIL THE PROJECT IS SUBSTANTIALLY COMPLETE. CONTRACTOR SHALL CORRECT ANY DAMAGE TO THE OWNER'S SATISFACTION, AT CONTRACTOR'S EXPENSE. INDUSTRIAL GATE HINGES℄ OF POSTNOTE 1.FENCE ELEVATION SHOWN INDICATES SIDE WITH THE COURT GATE. REMAINING SIDES OF AS PER DETAIL WITH POSTS EQUALLY SPACED NO GREATER THAN 10'-0" APART (REFER ALSO TO LAYOUT PLANS). 2.ALL INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM AND INDUSTRY STANDARDS FOR CHAINLINK FENCING AND SHALL INCLUDE ALL FITTINGS, TENSION BANDS/BAR/WIRES, BRACES, CONNECTORS, POST CAPS, AND OTHER APPURTENANCES. ALL METAL MATERIALS SHALL BE GALVANIZED. ALL WELDED JOINTS AND/OR TACK WELDS SHALL BE GROUND SMOOTH, CLEANED W/SOLVENT, AND REFINISHED WITH COLD GALVANIZING SPRAY IN ACCORDANCE WITH ASTM STANDARDS. 3.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION INDUSTRIAL GATE LATCHES 1/4'' TO 1/2'' BELOW TOP OF RAIL FABRIC PLACEMENT DETAIL℄ OF POST55'-0" - (5) EQ. FENCE SECTIONS 10'-0" - GATE SECTION 55'-0" - (5) EQ. FENCE SECTIONS SUBGRADE COMPACTED TO 100% STANDARD PROCTOR DENSITY FURNISH AND INSTALL 2" WELDED GATE FRAME WITH 9 GA. CHAINLINK FABRIC, INDUSTRIAL HINGES AND LATCH (TYP) - CENTER GATE BETWEEN POSTS AS INDICATED 1 5 8" TOP, MID & BOTTOM RAILS 9 GAUGE MESH - INSTALLED ON INTERIOR SIDE OF COURT FENCING (TYP) 1 12" BETWEEN BOTTOM RAIL AND TOP OF CONCRETE MAINTENANCE STRIP (TYP) 3" DIA. POSTS DRIVEN TO 4'-0" DEPTH BELOW GRADE (TYP) 3" DIA. CORNER, END AND GATES POSTS TO BE INSTALLED IN 18" DIA. CONCRETE FOOTING (4000 PSI) TO 60" DEPTH (TYP) 24" WIDE X 5" THICK CONCRETE MAINTENANCE STRIP, SEE DETAIL TACK WELD LATCH TO POST TO PREVENT ROTATION DRILL HOLE IN POST TO ALLOW BOLTS TO BE TIGHTENED TO PREVENT HINGE ROTATION - (3) HINGES REQUIRED PER TENNIS GATE FABRIC TO BE PLACED ON INTERIOR SIDE OF TENNIS COURT (TYP) TOP RAIL 2'-9"4'-6" (FV) 4' MIN OPENING 2'-9" SUBGRADE SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY (TYP) 1.5" RAP-FREE TYPE SP 9.5 WEARING COURSE MIX SPWEA240B BITUMINOUS TACK COAT, MNDOT 2357 2.0" TYPE SP 12.5 NON WEAR COURSE MIX SPNWB230C 8" COMPACTED DEPTH OF MnDOT 3138 CLASS 5 CRUSHED AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY WITH 45° EDGES (TYP) Date: Revised: TENNIS & PICKLEBALL 1 Date Revised CONC. MAINTENANCE STRIP DETAIL NOT TO SCALE 1'-6" 0'-9"0'-9" 18" 12"6"MnDOT 3138 CLASS 5 AGGREGATE TO 6 INCH MIN. COMPACTED THICKNESS TO EXTEND BENEATH CONCRETE MAINTENANCE STRIP (TYP). SLOPE AWAY FROM CONCRETE STRIP 1.5'' RAP-FREE WEARING COURSE MIX (SPWEA240B) WHICH SHALL BE FLUSH TO THE TOP OF THE CONCRETE MAINTENANCE STRIP (TYP) 1.5'' TYPE BITUMINOUS NON WEAR COURSE MIX (SPWEA230B) (TYP) TACK COAT FENCE POST PLACED 6 INCHES FROM INTERIOR SIDE AND 12 INCHES FROM EXTERIOR TURF SIDE CHAINLINK FENCING INSTALLED ON INTERIOR SIDE OF COURTS (TYP) THERE SHALL BE A CLEAR SPACE OF 11 2" BETWEEN THE TOP OF THE CONCRETE AND THE BOTTOM RAIL/CHAINLINK FENCE FABRIC - THE FABRIC SHALL NOT BE ALLOWED TO TOUCH THE CONCRETE (TYP) SUBGRADE COMPACTED TO 100% STANDARD PROCTOR DENSITY (TYP) CONCRETE FOOTING (4000 PSI) TO 60" DEPTH ON ALL CORNER, END AND GATE POSTS (TYP) 1/2" RADIUS EDGES (TYP) 18" WIDE x 5" THICK CONCRETE MAINTENANCE STRIP (4000 PSI) WITH LIGHT BROOM FINISH. PLACE CRACK CONTROL JOINTS CENTERED ON EACH POST - REPLACE CONTROL JOINTS WITH 1/2" EXPANSION JOINTS NO GREATER THAN 30' APART - TYP. 18" WIDE x 5" THICK CONCRETE MAINTENANCE STRIP (4000 PSI) WITH LIGHT BROOM FINISH. PLACE CRACK CONTROL JOINTS CENTERED ON EACH POST - REPLACE CONTROL JOINTS WITH 1/2" EXPANSION JOINTS NO GREATER THAN 30' APART - TYP. ASPHALT COURT WITH COLOR COAT SURFACE (TYP) FENCE POST IN 'BOND BREAKER' SLEEVE CENTERED ON CONCRETE MAINT. STRIP (TYP) CHAINLINK FENCING INSTALLED ON INTERIOR SIDE OF COURT (TYP) 60" 18" 12"6" 5"3" 6" WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_COURTS.dwg 3/25/2021 6:04:49 PML7.11 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 MAINTENANCE STRIP1 L7.11 TENNIS COURT FENCE AND GATE3 L7.11 BASKETBALL COURT PAVEMENT2 L7.11 11 2" 1'-6" EQ. SPACED PANELS AT 10'-0" O.C. MAXIMUM - TYP.5'-0"REFER TO LAYOUT PLAN 9 GAUGE MESH - BLACK VINYL COATING (TYP) 1 5 8" TOP & BOTTOM RAILS 1.9" O.D. INTERMEDIATE POSTS DRIVEN TO 48" DEPTH BELOW GRADE (TYP) CONTINUOUS TOP RAIL (TYP) COURT PAVEMENT, SEE DETAIL NOTE: VOID AREAS BETWEEN PERIMETER OF DIVIDER FENCE POSTS AND BITUMINOUS PAVEMENT SHALL NOT EXCEED 3 4" (TYP). PRIOR TO APPLICATION OF COLOR COATING, FILL VOID AREAS AROUND DIVIDER FENCE POSTS WITH BLACK JACK SPEED-FILL ELASTIC CRACK FILLER (INCIDENTAL) -TYP. 1 1 5'-0"8'-0"2" SAND CUSHION BETWEEN MAINTENANCE STRIP AND FOOTING (TYP) 5'-0" 3.0" DIA. DIVIDER FENCE END POSTS TO BE INSTALLED IN 18" DIA. CONCRETE FOOTING (4000 PSI) TO 5'-0" DEPTH (TYP)4'-0"5'-0" MAINTENANCE STRIP (TYP), SEE DETAIL 1 1 WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_COURTS.dwg 3/25/2021 6:04:51 PML7.12 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 DIVIDER FENCE ELEVATION1 L7.12 0'-3" 1'-4"4'-0"10'-2" PROVIDE PROPER VENTING 2- 6"X18" VENTS ON OPPOSING SIDES PRECAST CAP WITH INTEGRAL COLOR AND LIGHT SANDBLAST FINISH IN (8) SEGMENTS WITH 3/8" JOINTS AS INDICATED - ENSURE CAP IS INSTALLED LEVEL INSTALL PANEL FOR IGNITION, TIMER AND EMERGENCY SHUT OFF TO BE FLUSH WITH BRICK FACE ATTACH CAP TO PIER WITH 4" LONG X 1/4" DIA. SS PINS TO BE SPACED NO GREATER THAN 12" O.C. ALONG EACH WALL LENGTH 90"X16" BURNERFIRE PIT INSERT WITH PAN INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND BUILDING CODES - PAN TO BE FILLED WITH LAVA ROCK 4'-0" 0'-5"1'-5"1'-0"BRICK VENEER TO MATCH BUILDING BRICK PRECAST CONCRETE CAP WITH INTEGRAL COLOR TO MATCH BUILDING LIMESTONE COLOR FIRE PIT IGNITION, TIMER AND EMERGENCY SHUT OFF CONTROLS INSET TO BE FLUSH WITH FACE OF WALL1'-6"4'-0" WIDTH ATTACH CAP TO PIER WITH 4" LONG X 1/4" DIA. SS PINS TO BE SPACED NO GREATER THAN 12" O.C. ALONG EACH WALL LENGTH 1/2" EXPANSION JOINT WITH NON-SHRINK GROUT OR CAULK BETWEEN FIRE PIT WALL AND ADJACENT 4" THICK CONCRETE VENTS - 4 TOTAL 90"X16" BURNERFIRE PIT INSERT WITH PAN INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND BUILDING CODES - PAN TO BE FILLED WITH LAVA ROCK NATURAL GAS SUPPLY FROM PAVILION BUILDING TO FIRE PIT INSTALLED BY CERTIFIED PROFESSIONAL - REFER ALSO TO MECHANICAL PLANS PRECAST CONCRETE CAP WITH INTEGRAL COLOR AND LIGHT SANDBLAST FINISH - GROUT TO FOUNDATION LED LIGHTING UNDER CAP - REFER TO ELECTRICAL PLANS 2"1"1'-6"0'-11 2" 1"3"1'-4"1" WALL TIES BRICK VENEER GROUTED TO FOUNDATION ELECTRICAL SERVICE - SEE ELECTRICAL PLANS 0'-5" 1'-1"1'-5"GAS REQUIREMENTS 205 LF 350 BTU 2" PIPE- VERIFY AND CONFIRM LOCAL CODE REQUIREMENTS AND SPECIFICATIONS WITH PLUMBER. HARD PIPE SHALL BE USED ABOVE GROUND, POLYETHYLENE PIPE SHALL BE USED BELOW GROUND. PLACE PIPE IN 14" MINIMUM TRENCH BELOW FINISHED GRADE ACCORDING TO LOCAL CODE REQUIREMENTS. PROVIDE ALL NECESSARY VALVES, CONNECTIONS, AND APPURTENANCES. INSTALLATION OF FIRE PIT INSERT, CONTROLS, VENTS, AND IGNITION WITH TIMER AND EMERGENCY SHUT OFF 6" CONCRETE PAD WITH #4 REBAR REINFORCEMENT EQUALLY SPACED IN BOTH DIRECTIONS NO GREATER THAN 12" O.C. #4 REBAR TIES INTO CMU FOUNDATION - FILL CMU 5" COMPACTED CLASS 5 AGGREGATE BASE EI RECTANGLE - H BURNER - FLAME SENSING WITH ELECTRONIC HOT SURFACE IGNITION HEARTH PRODUCTS CONTROLS 3050 PLAINFIELD RD. KETTERING, OH 45432 TOLL FREE: 1-877-433-7001 PHONE: (937) 433-7000 FAX: (937) 433-0704 www.hpcfire.com CSA CERTIFIED-OUTDOOR USE ONLY FOR COMMERCIAL AND RESIDENTIAL USE CADdetails.com 25/03/2021016969-000 L-DTLS_MISC PROTECTED BY COPYRIGHT ©2021 CADDETAILS.COM LTD. REVISION DATE ® NOTES: 1. PROPER VENTING - ENCLOSURES: RECOMMEND 4 EACH 18 SQ.IN. VENTS ON OPPOSING SIDES (MINIMUM 2 EACH 18 SQ.IN. VENTS). - BOWLS (COPPER, CONCRETE OR METAL) - BOWL TO BE RAISED ABOVE MOUNTING SURFACE MINIMUM OF 3/4" GAP; BOWL TO HAVE A MINIMUM OF 6" DIAMETER HOLE IN BOTTOM 2. GAS SUPPLY - FOR USE WITH FIXED PIPING SYSTEMS ONLY - NOT FOR USE WITH SMALL TANKS. - NATURAL GAS: OPERATING SUPPLY PRESSURE: MINIMUM: 6.0" W.C.; MAXIMUM: 7.0" W.C. - LP GAS: OPERATING SUPPLY PRESSURE: MINIMUM: 10.0" W.C.; MAXIMUM: 11.0" W.C. IMPORTANT: ENSURE ANY FLEX LINE THAT MAY BE USED FROM THE PERMANENT MAIN FUEL SUPPLY TO THE PRODUCT IS RATED TO THE STATED MAX BTU OF THE PRODUCT AND CERTIFIED TO ANSI Z21.75*CSA 6.27. 3. MODIFICATION OF PRODUCT WILL VOID ANY CERTIFICATION AND WARRANTY. 4. FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS AND LOCAL CODES 5. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS AS OF THE REVISION DATE 6. DO NOT SCALE DRAWING. 7. THESE DRAWINGS ARE FOR SIZING AND PLANNING PURPOSES. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT. THE MANUFACTURER IS RESPONSIBLE FOR THE ACCURACY OF THE DRAWING. 8. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 771-044. ISOMETRIC VIEW FRONT ELEVATION PART NUMBERS 24X12SSEI-H 30X12SSEI-H 36X14SSEI-H 42X14SSEI-H 54X16SSEI-H 66X16SSEI-H 78X16SSEI-H 90X16SSEI-H A 24 30 36 42 54 66 78 90 B 12 12 14 14 16 16 16 16 MATERIAL: 304 STAINLESS STEEL HI/LO MODELS HAVE A 40% REDUCTION IN BTU ON LOW SETTING SELECT DESIRED VAC: 120 VAC 24 VAC SELECT DESIRED OPTION: ON/OFF HI/LOW STND BTU 75K 100K 125K 150K 200K 250K 300K 350K PLAN VIEW C 56LX28W 56LX28W 64LX32W 64LX32W 76LX38W 88LX38W 90LX38W 112LX38W C RECOMMENDED ENCLOSURE SIZE B 7.25"1/4" TAP PLUG FOR MANIFOLD PRESSURE CHECK5.25"SIDE ELEVATION A 14.25" (+/- 2")13.75" (+/- 2") 1.3" LIP 10'-2" 0'-5"1'-5"1'-0"BRICK VENEER TO MATCH BUILDING BRICK PRECAST CONCRETE CAP WITH INTEGRAL COLOR TO MATCH BUILDING LIMESTONE COLOR (2) VENTS PER SIDE1'-6"WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_MISC.dwg 3/25/2021 6:05:18 PML7.13 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 FIRE PIT SECTION2 L7.13 FIRE PIT - PLAN VIEW1 L7.13 ELEVATION "A"3 L7.13 ELEVATION "B"4 L7.13 ELECTRONIC IGNITION5 L7.13 TRASH ENCLOSURE SECTION CONC. SLAB SEE CIVIL DRAWINGS EJ (TYP) APPLY 2 COATS OF WATERPROFFING COATING TO ALL EXPOSED CMU AND CMU GROUT JOINTS 5'-978"0'-4" 0'-1" 1'-3" 1'-1" SOLID CMU WALL CAP 8" KNOCK OUT, REINFORCED BOND BEAM CONC FOOTING W/ REINFORCING CONC FOUNDATION WALL STACKED BRICK W/ BRICK LEDGE AT BASE, MATCH BLDG 8" CMU W/ STEEL REINFORCING AND GROUT 30'-117 8"15'-5"SLOPES TYPSLOPES TYP0" +1" 0" +1" TRANSFORMER BY OTHERS (36" CLR) TRASH DUMPSTERS 2-6 CY BY OWNER 6" DIA.X 4' HIGH CONC FILLED PIPE BOLLARD, PAINT TO MATCH MASONRY 8" NOM. CMU WALL W/ MASONRY BRICK TO MATCH BLDG REINFORCED CONC SLAB ON GRADE 2'-715 16"15'-0"2'-915 16"10'-0" 14'-0"9'-0" 3'-0"3'-0"3'-31 2"2'-4"2'-4" 0'-8" FRONT ELEVATION TYP 4"X4"X1/4" STEEL POST EMBEDDED 24" MIN. INTO CONC FOOTING. WELD PLATE ON TOP, MAKE WATER-TIGHT, PAINT TO MATCH ADJACENT MASONRY 6" DIA.X 4' HIGH CONC FILLED PIPE BOLLARD, PAINT TO MATCH MASONRY TRASH ENCLOSURE GATES SHALL BE 1 1/2" STEEL DECKING WELDED TO 1 3/4"X 1 3/4" X 1/4" STEEL ANGLE FRAMING, PAINT TO MATCH MASONRY 1 1/4" GATE PULL HASP LOCK 1/2" DIA X 24" CANE BOLT 14'-0"9'-0"6'-0"5'-978"6'-838"TRASH ENCLOSURE ELEVATIONS SIDE ELEVATION TYP CONC CAP APPLIED BRICK, MATCH BLDG 6'-838"CONC FOOTING W/ REINFORCING CONC FOUNDATION STACKED BRICK W/ BRICK LEDGE AT BASE, MATCH BLDG WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_MISC.dwg 3/25/2021 6:05:20 PML7.14 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 1/2"=1'-0" COLUMN SECTION5 L7.141/4"=1'-0" REAR ELEVATION4 L7.14 1/4"=1'-0" FRONT ELEVATION3 L7.14 1/4"=1'-0" TRASH ENCLOSURE PLAN1 L7.14 1/2"=1'-0" WALL SECTION2 L7.14 SET ROOTBALL ON 4"-6" MOUND OF UNDISTURBED / NATIVE SOIL TO PREVENT SETTLING. METAL STAKES, 2"x24" LONG DRIVEN BELOW FINISH GRADE (AS NECESSARY). DIAMETER OF HOLE SHALL BE TRIPLE THE DIAMETER OF THE ROOTBALL. THE SIDES SHOULD SLOPE GRADUALLY. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOTBALL IN 6" LIFTS. DO NOT OVER COMPACT. AFTER BACKFILLING, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. RUBBER / NYLON STRAPPING TIGHTENED ONLY ENOUGH TO PREVENT SLIPPAGE. FLAG FOR VISIBILITY. FABRIC GUYING STRAP WITH HOSE CHAFING GUARD AMENDED PLANTING SOIL. SEE SPECIFICATIONS FOR DETAILS TREE MUST MEET OR EXCEED ANSI Z60.1 (AMERICAN STANDARD FOR NURSERY STOCK.) ONE DOMINANT LEADER MUST BE MAINTAINED THROUGH THE WARRANTY PERIOD. MULCH RING SHOULD BE MIN. 3" DEEP. KEEP MULCH 4" AWAY FROM TRUNK BASE. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL AND LEVEL WITH FINISH GRADE. 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOTBALL, FOR 360°. THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3 RETAINING NORMAL PLANT SHAPE, THINNING, NOT REQUIRED ON EVERGREENS. MOUND PLANTING SOIL 4" TO FORM SAUCER REMOVE BURLAP FROM TOP 1/3 OF BALL REMOVE CONTAINERIZED PLANTS FROM THEIR CONTAINERS MIXTURE PLANTING SOIL EXISTING GRADE 3" MULCH 6"12"12" NOTES: 1.PLANT SHRUBS IN LOCATIONS PER PLAN AND APPROVED BY LANDSCAPE ARCHITECT. BALLED AND BURLAPPED STOCK - PLANTING NOTES: 1.ROOTS OF ALL BALLED AND BURLAPPED STOCK SHALL FILL THE SOIL BALL, BE FREE OF KINKS, CIRCLING AND GIRDLING, AND THE UPPERMOST ROOTS SHALL NOT BE MORE THAN FOUR INCHES BELOW THE TOP OF THE SOIL BALL. TRANSPORT ROOTS SHALL BE SYMMETRICAL AROUND THE TRUNK / STEM OF THE PLANTS. SOIL BALLS MUST BE CENTERED OR NO MORE THAN 10% OFF CENTER. 2.WHEN MOVING PLANTS, LIFT FROM BENEATH THE ROOT BALL, DO NOT LIFT BY THE TRUNK AND DO NOT BREAK OR LOOSEN THE ROOTBALL. 3.BACKFILL PLANTING PIT WITH ORIGINAL SOIL HALFWAY TO THE TOP OF THE ROOTBALL. BREAK UP CLODS OF SOIL. IF SOILS ARE POOR (I.E. HEAVY CLAYS, SAND, OR COMPACTED), BACKFILL CAN BE A MIXTURE OF 1/3 SOIL AMENDMENT MIXED WITH 2/3 ORIGINAL SOIL. DO NO USE PEAT AS PART OF BACKFILL IN CLAY SOILS. REMOVE ALL ROCKS AND DEBRIS FROM BACKFILL AND THEN WATER PLANT AND BACKFILLED AREA TO SETTLE PLANTS AND FILL VOIDS. 4.REMOVE ALL WIRE BASKETS FROM THE TOP 1/2 OF THE ROOTBALL AND CONTINUE BACKFILLING REMAINING PLANTING PIT WITH ORIGINAL SOIL. 5.WATER THOROUGHLY A SECOND TIME TO SETTLE PLANTS AND FILL VOIDS WITHIN TWO HOURS OF PLANTING. PLACE SPECIFIED MULCH WITHIN 48 HOURS OF THE SECOND WATERING. PROVIDE SUPPORT IF NECESSARY. 6.STAKING OF TREES SHALL BE THE CONTRACTORS OPTION. THE CONTRACT IS RESPONSIBLE FOR INSURING THAT ALL PLANTINGS ARE INSTALLED PLUMB AND REMAIN PLUMB THROUGHOUT THE WARRANTY PERIOD OR 1 YEAR AFTER SUBSTANTIAL COMPLETION, WHICHEVER IS GREATER. 7.IF STAKING IS INSTALLED ALL COMPONENTS SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. Date: Revised: Planting 2 Date Revised SHRUB PLANTING NOT TO SCALE Date: Revised: Planting 1 04/28/2020 Revised CONIFER TREE PLANTING NOT TO SCALE TREE MUST MEET OR EXCEED ANSI Z60.1 (AMERICAN STANDARD FOR NURSERY STOCK.) ONE DOMINANT LEADER MUST BE MAINTAINED THROUGH THE WARRANTY PERIOD. 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOTBALL, FOR 360°. SET ROOTBALL ON 4"-6" MOUND OF UNDISTURBED / NATIVE SOIL TO PREVENT SETTLING. MULCH RING SHOULD BE MIN. 3" DEEP. KEEP MULCH 4" AWAY FROM TRUNK BASE. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL AND LEVEL WITH FINISH GRADE. DIAMETER OF HOLE SHALL BE TRIPLE THE DIAMETER OF THE ROOTBALL. THE SIDES SHOULD SLOPE GRADUALLY. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOTBALL IN 6" LIFTS. DO NOT OVER COMPACT. AFTER BACKFILLING, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. RUBBER / NYLON STRAPPING TIGHTENED ONLY ENOUGH TO PREVENT SLIPPAGE. FLAG FOR VISIBILITY. FABRIC GUYING STRAP WITH HOSE CHAFING GUARD AMENDED PLANTING SOIL. SEE SPECIFICATIONS FOR DETAILS METAL STAKES, 2"x24" LONG DRIVEN BELOW FINISH GRADE (ONLY AS NECESSARY). 120° 120° 120° GUYING WIRE WITH TURNBUCKLE TREE TRUNK GUY WIRE - PLAN 4" DEPTH HARDWOOD MULCH, SEE SPECIFICATIONS TILL PLANTING SOIL TO 12 INCH MINIMUM DEPTH 4"NOTES: 1.PLANT PERENNIALS AND GROUNDCOVERS IN LOCATIONS PER PLAN. Date: Revised: Planting 4 Date Revised PERENNIAL PLANTING NOT TO SCALE Date: Revised: Planting 3 04/28/2020 Revised DECIDUOUS TREE PLANTING NOT TO SCALE WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_PLANTS.dwg 3/25/2021 6:05:35 PML7.15 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 CONIFER TREE PLANTING1 L7.15 SHRUB PLANTING2 L7.15 DECIDUOUS TREE PLANTING3 L7.15 PERENNIAL PLANTING4 L7.15 32'-8" 9'-11"4'-538"3'-6"5'-1138"5'-112"32'-8" 24'-7" 8'-1" 2'-01 2"2'-01 2"5'-7"5'-7" 6'-0"3'-6"0'-3"3'-6"0'-2" 0'-33 8" 0'-33 8" 5'-9"3'-3"1'-0" 3" GALVANIZED STEEL CAP 3" SQUARE STEEL TUBE WITH 11 GAUGE WALL THICKNESS 2" x 1-1/2" STEEL CHANNEL WITH 0.125" (1/8") WALL THICKNESS 2" x 1-1/2" STEEL CHANNEL WITH 0.125" (1/8") WALL THICKNESS 2" x 2" STEEL CHANNEL WITH 0.125" (1/8") WALL THICKNESS 3/4" SQUARE STEEL TUBE WITH 11 GAUGE WALL THICKNESS 32'-8" 24'-7" 8'-1" 2'-01 2"2'-01 2"5'-7"5'-7"5'-91 2"5'-91 2" 32'-8" 9'-11"5'-1138"5'-112"4'-538"3'-6"master plan of site 5'-0"4'-7"5'-6" 2'-9"2'-9" 0'-8" 0'-4" WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_STRUCTURES.dwg 3/25/2021 6:05:53 PML7.16 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 MONUMENT DETAIL (NORTHWEST CORNER)1 L7.16 TYPICAL FENCE CROSS SECTION DETAIL3 L7.16 MONUMENT DETAIL (SOUTHWEST CORNER)2 L7.16 TYPICAL FENCE CROSS SECTION DETAIL3 L7.16 MONUMENT DETAIL (SOUTHWEST CORNER)2 L7.16 Lions Park City of Hugo 0'-3" 2'-10"3'-0"12" COMPACTED CLEAN CLEAR ROCK COMPACTED SUBGRADE 2'-6" 4'-0" PRECAST CONCRETE BASE (4000 PSI) - BASE TO HAVE INTEGRAL COLOR WITH A LIGHT SANDBLAST FINISH REINFORCED CONCRETE WALL (4000 PSI) DIMENSIONS AS SHOWN BRICK VANEER ELECTRICAL CONDUIT TO CAP LIGHTS3'-878"0'-8" 0'-01 2" 1'-6" REINFORCED CONCRETE FOOTING (DIMENSIONS AS SHOWN)1'-0"PRECAST CONCRETE CAP WITH LIGHT CHANNEL - CAP TO HAVE INTEGRAL COLOR WITH A LIGHT SANDBLAST FINISH 2'-6" #4 HORIZONTAL REBAR TIES EA. SPACED NOT TO EXCEED 12" O.C. EXCEPT FOR TWO (2) TIES WITHIN THE UPPER FIVE INCHES (5") OF FOOTING AND TWO (2) TIES WITHIN THE UPPER FIVE INCHES (5") OF WALL 4" THICK CONCRETE MAINTENANCE STRIP 2'-4" Lions Park City of Hugo 11'-10"3'-038"2'-10" 0'-3" 2'-10" 2'-6" 2'-4" 0'-3" 2'-10"3'-0"4'-0"5'-278"0'-8"1'-0"2'-4" 2'-6" 1'-6" 2'-6" 0'-01 2" PRECAST CONCRETE CAP WITH LIGHT CHANNEL - CAP TO HAVE INTEGRAL COLOR WITH A LIGHT SANDBLAST FINISH #4 HORIZONTAL REBAR TIES EA. SPACED NOT TO EXCEED 12" O.C. EXCEPT FOR TWO (2) TIES WITHIN THE UPPER FIVE INCHES (5") OF FOOTING AND TWO (2) TIES WITHIN THE UPPER FIVE INCHES (5") OF WALL 0'-1" 0'-1" 0'-1" 1" WIDE x 1" DEEP CHANNEL FOR LIGHTING WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_STRUCTURES.dwg 3/25/2021 6:05:56 PML7.17 016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 MONUMENT DETAIL (NORTHWEST CORNER)1 L7.17 TYPICAL MASONRY COLUMN CROSS SECTION DETAIL4 L7.17 MONUMENT DETAIL (SOUTHWEST CORNER)3 L7.17 TYPICAL MASONRY COLUMN CROSS SECTION DETAIL2 L7.17 TYPICAL MONUMENT CAP WITH LIGHT STRIP5 L7.17 FACE TO BE NATURAL LIMESTONE PATTERN1.5 INCH RELIEF WITH WAVE #1 OR SHELLS PATTERN 1 INCH PROTRUSION WITH 4" WIDE PLANK RUSTIC WOOD PATTERN 2 INCH WIDE X 1 INCH DEEP CLOUD OUTLINE WITH CHAMFERED EDGES LIGHT SANDBLAST FINISH FACE TO BE NATURAL LIMESTONE PATTERN 5'-2" MAX.9'-4" MAX.4'-0" MIN.#5 @ 12" O.C. TRANSV. 7-#5 LONGIT. #4@18" O.C. VERT. & HORIZ. TEMP. & SHRINK REINF. #5@12" O.C. VERT. & HORIZ. 2"2" 2"1'-4"TYP.6'-0" 1'-0"3'-0" 3" 2'-0" WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_STRUCTURES.dwg 3/26/2021 9:30:00 AM016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 PLAY AREA RETAINING WALL - ELEVATION VIEW (INTERIOR FACE)1 L7.18 PLAY AREA RETAINING WALL - TYPICAL CROSS SECTION DETAIL 2 L7.18 PLAY AREA RETAINING WALL - ELEVATION VIEW ENLARGEMENT DETAIL3 L7.18 CUSTOM FORMLINER NOTE: WHEN ARCHITECTURAL CONCRETE TEXTURE IS DESIGNATED, CONCRETE SURFACES SHALL BE FORMED USING A FORM LINING SYSTEM MADE OF HIGH-STRENGTH URETHANE ELASTOMER MATERIALS CAPABLE OF WITHSTANDING ANTICIPATED CONCRETE POUR PRESSURES WITHOUT LEAKAGE OR CAUSING PHYSICAL DEFECTS. FORM LINERS SHALL ATTACH EASILY TO FORMS AND BE REMOVABLE WITHOUT CAUSING CONCRETE SURFACE DAMAGE. THE LINERS SHALL BE DESIGNED TO FORM SURFACES CONFORMING TO THE DESIGN INTENT INCLUDING THE SHAPE, LINES AND DIMENSIONS DESCRIBED HEREIN AND IN THE PLANS. MATCH PATTERN FEATURES AT FORM LINER JOINTS TO MINIMIZE VISIBLE PATTERN REPEATS AND MAKE THE FORMED CONCRETE SURFACE APPEAR UNIFORM AND CONTINUOUS WITHOUT VISIBLE SEAMS AND FORM MARKS. WHEN JOINTS ARE UNAVOIDABLE, MAKE JOINTS ALONG MAIN FEATURES OF THE PATTERN. CONCRETE SURFACE TO RECEIVE ANTI-GRAFFITI COATING. IF THE CONCRETE PIER IS WIDER/LONGER THAN 30'-0” THERE WILL BE A VERTICAL CONSTRUCTION JOINT NEEDED. THE CONCRETE ARCHITECTURAL CONCRETE TEXTURE (FORMLINER PATTERN) WILL BE BASED ON ARTWORK TO BE PROVIDED TO THE CONTRACTOR IN AN ELECTRONIC FORMAT. TEXTURES, DEPTHS AND PROJECTIONS ARE AS IDENTIFIED IN THE PLAN DETAILS. CONTRACTOR SHALL SUBMIT A 12” X 12” CONCRETE SAMPLE OF EACH TYPE OF SPECIALTY FORM LINER FINISH TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. L7.18 L7.18 931.80 929.85 69'-31 16"1'-1138"2 6'-2"6'-013 16" 2'-0" 5'-101 2"1'-0"11'-10" 5'-91 2"3'-158"4'-8"1'-0"3'-6"6'-0"1'-0"0'-6"0'-2" 0'-01 2" 0'-1" 0'-6" 0'-6" WSB PROJECT NO.: SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_STRUCTURES.dwg 3/26/2021 9:30:24 AM016969-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: AS SHOWN SN CA CA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS 016969-000 SLOPED FENCE ELEVATION - NORTHEAST PLAY AREA1 L7.19 SLOPE FENCE ELEVATION - NORTHEAST PLAY AREA2 L7.19 HIGH TOP BAR4 L7.19 MAINTENANCE GATE3 L7.19 L7.19 M A T C H - L I N E SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER MP CORNER PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLEDCHECK VALVE, RECLAIMED BODY CAP, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE.T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY.HUNTER MP STRIP PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLEDCHECK VALVE, RECLAIMED BODY CAP, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40BODY. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP,RST=COPPER RIGHT STRIP.HUNTER MP1000 PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH CHECK VALVE,RECLAIMED BODY CAP, PRESSURE REGULATED TO 40PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROONADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360 ARC.HUNTER MP2000 PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH CHECK VALVE,RECLAIMED BODY CAP, PRESSURE REGULATED TO 40PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACKADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360ARC.HUNTER MP3000 PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLEDCHECK VALVE, RECLAIMED BODY CAP, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC210-270, A=GRAY 360 ARC.HUNTER MP800SR PROS-04-PRS40-CV-RTURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE,PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLEON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210),360=LIME GREEN AND GRAY (ARC 360)SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-25-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH PURPLE COVER FORRECLAIMED WATER ID.HUNTER I-25-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH PURPLE COVER FORRECLAIMED WATER ID.HUNTER I-40-04-SS-ON-RTURF ROTOR, 4.0" POP-UP, FULL CIRCLE. DRAIN CHECKVALVE, STAINLESS STEEL RISER, 1" FEMALE NPT INLETTHREADS, DUAL OPPOSING NOZZLE. WITH PURPLECOVER FOR RECLAIMED WATER ID.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER ICV-G-FS 1-1/2"1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE,GLOBE CONFIGURATION, WITH NPT THREADEDINLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITHFILTER SENTRY.HUNTER ICV-G-FS 1-1/2"1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE,GLOBE CONFIGURATION, WITH NPT THREADEDINLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITHFILTER SENTRY.HUNTER ICV-G-FS 2"1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE,GLOBE CONFIGURATION, WITH NPT THREADEDINLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITHFILTER SENTRY.BASELINE BL-3200XTWO-WIRE CONTROLLER IN LARGE 16-GAUGEPOWDER-COATED WALL MOUNT CABINET, EXPANDABLETO 200 STATIONS.BASELINE BL-5200-C-R2424-STATION R SERIES BICODER IN METAL WALL MOUNTENCLOSURE.FLOMEC QS200-15 1-1/2"1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVCHOUSING. 0.55-82 GPM RANGE, MAX. OPERATINGPRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LEDINDICATORS FOR POWER AND PULSE. STORAGE TEMPS-20 F TO +160 F.FLOMEC QS200-15 1-1/2"1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVCHOUSING. 0.55-82 GPM RANGE, MAX. OPERATINGPRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LEDINDICATORS FOR POWER AND PULSE. STORAGE TEMPS-20 F TO +160 F.FLOMEC QS200-202" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.0.92-138 GPM RANGE, MAX. OPERATING PRESSURE 150PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FORPOWER AND PULSE. STORAGE TEMPS -20 F TO +160 F.CAP FOR FUTURE USECAP AT THE MAINLINE OR LATERAL LINE FOR FUTUREUSE. THE PRESSURE AND FLOW PROVIDED TO THATLOCATION ARE INDICATED NEXT TO THE CAP SYMBOL.IRRIGATION LATERAL LINE: POLY TO PVCR24F1F2XXIRRIGATION SCHEDULEMATCH-LINE MA T C H - L I N E WSB PROJECT NO.:SCALE:PLAN BY:DESIGN BY:CHECK BY:SHEETC.P.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION.DATE:REVISIONS NO.DATE DESCRIPTION C:\Users\Owner\Dropbox\Hugo - Lions Park\Hugo Lions Park IRRGDSGN.dwg 3/25/2021 12:00:02 PM 016969-000JRJRJRNORTHNORTH0SCALE: feet3060901" = 30'0SCALE: feet3060901" = 30'HUGO LIONS PARK REDEVELOPMENT PROJECT CITY OF HUGO, MNIRRIGATIONLAYOUTLI-0016969-00003/25/2021 NO PARKINGNO PARKINGNO PARKINGNO PARKINGF1MATCH-LINE SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER MP CORNER PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLEDCHECK VALVE, RECLAIMED BODY CAP, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE.T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY.HUNTER MP STRIP PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLEDCHECK VALVE, RECLAIMED BODY CAP, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40BODY. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP,RST=COPPER RIGHT STRIP.HUNTER MP1000 PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH CHECK VALVE,RECLAIMED BODY CAP, PRESSURE REGULATED TO 40PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROONADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360 ARC.HUNTER MP2000 PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH CHECK VALVE,RECLAIMED BODY CAP, PRESSURE REGULATED TO 40PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACKADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360ARC.HUNTER MP3000 PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLEDCHECK VALVE, RECLAIMED BODY CAP, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC210-270, A=GRAY 360 ARC.HUNTER MP800SR PROS-04-PRS40-CV-RTURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE,PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLEON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210),360=LIME GREEN AND GRAY (ARC 360)SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-25-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH PURPLE COVER FORRECLAIMED WATER ID.HUNTER I-25-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH PURPLE COVER FORRECLAIMED WATER ID.HUNTER I-40-04-SS-ON-RTURF ROTOR, 4.0" POP-UP, FULL CIRCLE. DRAIN CHECKVALVE, STAINLESS STEEL RISER, 1" FEMALE NPT INLETTHREADS, DUAL OPPOSING NOZZLE. WITH PURPLECOVER FOR RECLAIMED WATER ID.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER ICV-G-FS 1-1/2"1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE,GLOBE CONFIGURATION, WITH NPT THREADEDINLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITHFILTER SENTRY.HUNTER ICV-G-FS 1-1/2"1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE,GLOBE CONFIGURATION, WITH NPT THREADEDINLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITHFILTER SENTRY.HUNTER ICV-G-FS 2"1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE,GLOBE CONFIGURATION, WITH NPT THREADEDINLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITHFILTER SENTRY.BASELINE BL-3200XTWO-WIRE CONTROLLER IN LARGE 16-GAUGEPOWDER-COATED WALL MOUNT CABINET, EXPANDABLETO 200 STATIONS.BASELINE BL-5200-C-R2424-STATION R SERIES BICODER IN METAL WALL MOUNTENCLOSURE.FLOMEC QS200-15 1-1/2"1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVCHOUSING. 0.55-82 GPM RANGE, MAX. OPERATINGPRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LEDINDICATORS FOR POWER AND PULSE. STORAGE TEMPS-20 F TO +160 F.FLOMEC QS200-15 1-1/2"1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVCHOUSING. 0.55-82 GPM RANGE, MAX. OPERATINGPRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LEDINDICATORS FOR POWER AND PULSE. STORAGE TEMPS-20 F TO +160 F.FLOMEC QS200-202" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.0.92-138 GPM RANGE, MAX. OPERATING PRESSURE 150PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FORPOWER AND PULSE. STORAGE TEMPS -20 F TO +160 F.CAP FOR FUTURE USECAP AT THE MAINLINE OR LATERAL LINE FOR FUTUREUSE. THE PRESSURE AND FLOW PROVIDED TO THATLOCATION ARE INDICATED NEXT TO THE CAP SYMBOL.IRRIGATION LATERAL LINE: POLY TO PVCR24F1F2XXIRRIGATION SCHEDULEWSB PROJECT NO.:SCALE:PLAN BY:DESIGN BY:CHECK BY:SHEETC.P.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION.DATE:REVISIONS NO.DATE DESCRIPTION C:\Users\Owner\Dropbox\Hugo - Lions Park\Hugo Lions Park IRRGDSGN.dwg 3/25/2021 12:00:04 PM 016969-000JRJRJRNORTH0SCALE: feet3060901" = 30'HUGO LIONS PARK REDEVELOPMENT PROJECT CITY OF HUGO, MNIRRIGATIONLAYOUTLI-1016969-00003/25/2021 NO PARKINGNO PARKINGNO PARKINGNO PARKINGF260GPM60PSIR24SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER MP CORNER PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLEDCHECK VALVE, RECLAIMED BODY CAP, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE.T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY.HUNTER MP STRIP PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLEDCHECK VALVE, RECLAIMED BODY CAP, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40BODY. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP,RST=COPPER RIGHT STRIP.HUNTER MP1000 PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH CHECK VALVE,RECLAIMED BODY CAP, PRESSURE REGULATED TO 40PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROONADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360 ARC.HUNTER MP2000 PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH CHECK VALVE,RECLAIMED BODY CAP, PRESSURE REGULATED TO 40PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACKADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360ARC.HUNTER MP3000 PROS-04-PRS40-CV-RTURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLEDCHECK VALVE, RECLAIMED BODY CAP, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC210-270, A=GRAY 360 ARC.HUNTER MP800SR PROS-04-PRS40-CV-RTURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE,PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLEON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210),360=LIME GREEN AND GRAY (ARC 360)SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-20-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH RECLAIMED WATER PURPLEID.HUNTER I-25-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH PURPLE COVER FORRECLAIMED WATER ID.HUNTER I-25-04-SS-RTURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. WITH PURPLE COVER FORRECLAIMED WATER ID.HUNTER I-40-04-SS-ON-RTURF ROTOR, 4.0" POP-UP, FULL CIRCLE. DRAIN CHECKVALVE, STAINLESS STEEL RISER, 1" FEMALE NPT INLETTHREADS, DUAL OPPOSING NOZZLE. WITH PURPLECOVER FOR RECLAIMED WATER ID.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER ICV-G-FS 1-1/2"1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE,GLOBE CONFIGURATION, WITH NPT THREADEDINLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITHFILTER SENTRY.HUNTER ICV-G-FS 1-1/2"1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE,GLOBE CONFIGURATION, WITH NPT THREADEDINLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITHFILTER SENTRY.HUNTER ICV-G-FS 2"1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE,GLOBE CONFIGURATION, WITH NPT THREADEDINLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITHFILTER SENTRY.BASELINE BL-3200XTWO-WIRE CONTROLLER IN LARGE 16-GAUGEPOWDER-COATED WALL MOUNT CABINET, EXPANDABLETO 200 STATIONS.BASELINE BL-5200-C-R2424-STATION R SERIES BICODER IN METAL WALL MOUNTENCLOSURE.FLOMEC QS200-15 1-1/2"1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVCHOUSING. 0.55-82 GPM RANGE, MAX. OPERATINGPRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LEDINDICATORS FOR POWER AND PULSE. STORAGE TEMPS-20 F TO +160 F.FLOMEC QS200-15 1-1/2"1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVCHOUSING. 0.55-82 GPM RANGE, MAX. OPERATINGPRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LEDINDICATORS FOR POWER AND PULSE. STORAGE TEMPS-20 F TO +160 F.FLOMEC QS200-202" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.0.92-138 GPM RANGE, MAX. OPERATING PRESSURE 150PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FORPOWER AND PULSE. STORAGE TEMPS -20 F TO +160 F.CAP FOR FUTURE USECAP AT THE MAINLINE OR LATERAL LINE FOR FUTUREUSE. THE PRESSURE AND FLOW PROVIDED TO THATLOCATION ARE INDICATED NEXT TO THE CAP SYMBOL.IRRIGATION LATERAL LINE: POLY TO PVCR24F1F2XXIRRIGATION SCHEDULEWSB PROJECT NO.:SCALE:PLAN BY:DESIGN BY:CHECK BY:SHEETC.P.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION.DATE:REVISIONS NO.DATE DESCRIPTION C:\Users\Owner\Dropbox\Hugo - Lions Park\Hugo Lions Park IRRGDSGN.dwg 3/25/2021 12:00:06 PM 016969-000JRJRJRNORTH0SCALE: feet3060901" = 30'HUGO LIONS PARK REDEVELOPMENT PROJECT CITY OF HUGO, MNIRRIGATIONLAYOUTLI-2016969-00003/25/2021 1818 195507ZIPKROOZ50'ADDITI ONALBAY THESE POS T PO INTS MUS T BEATTAC HEDTO AN OTH ERZIP KRO OZ 196212ZIPKROOZASSISTED50' INSER T AD DITI ONAL BAYATSNAPPOINTS ACCESSIBLEAREA 2488 19WE- GO- ROU NDPERF PAN ELS3 SEATSDB O NLY UNITARY SU RFACI NG IS REQU IREDWITHI N TH E SAFETY ZONE PlayBooster® (5-12 years) A B B B B C C C D D D D E E E E F F G G G G G G 000000010 Space-Window Space-Cockpit 000000016 Robot-Gears GrayRobot-GearsBlue80 9688 96 32 48 72 193168NETPLEX 7-POST Y7 Y6 Y5 Y4 Y3 Y2 Y1 NOPOSTNOPOSTNOPOSTNOPOSTNOPOSTNOPOSTNOPOSTY 204" Netplex Post DB 38" BURY(Number next to letter representspost number in spec sheet)POST7POST1ENTRANCE182503WELCOME SIGN(LSIPROVIDED)5-12YEARS STR SS RH STR STR STR LH STR STR *CP020400 PB 7-POST SKYPORT™ CLIMBER W/13FT SLIDEWINDER2™ FOR SLOPE, DB CP020400 *CP000483 DTR PB SKYWAYS 30FT DIA. 7-POST NETPLEX SHADE 154752HEXDECKEXTENSION EXT. BERM PLATE DBLRAMP 168547 120901GRABBAR 171869DBL WIDERAMPW/BARRIER DECK-TO-GROUND *CP000162 DTR PB ALUMINUM FLUSH POST AT GRADE W/D-CAP 117088 INCLINED "S" TUNNEL 30"DIA123293COZYCLIMBER MINISUMMITCLIMBER 153076 1624 8 TRANSFER POINT *CP018390 PB ROPE PULL CLIMBER FOR 5' ELEVATION CHANGE HILL, DB 229830ARCADECLIMBERDB ONLY 271761ALPINE SLIDE 272368ZENITHCLIMBER FOR SQUARE DECK 116244 PIPE BARRIER 148426 FIREPOLE 150975 DBONLY CASCADE CLIMBER 116244 PIPE BARRIER W/HANDLOOP POD CLIMBER 157427 302010 123337SINGLESLIDE 217908 DIGIFUSE BUBBLE PANEL 193170 LOLLILADDER W/(2) E-PODS 193170LOLLILADDER W/(2) E-PODS 10"HEIGHT POD CLIMBER 158997 10 20"HEIGHT POD CLIMBER 158998 20 16"HEIGHT PODCLIMBER 120711 16 10"HEIGHT PODCLIMBER 158997 10 REACH PANEL 127439NAVIGATOR 111240BALCONY DECK @GRADE HOUSEPANEL 115235 @GRADE HOUSEPANEL 115235 @GRADE HOUSE PANEL 115235 115254STORE FRONTPANEL(BELOW DECK) 130565TABLEPANEL(BELOWDECK)ENTRANCE115242SLANT ENTRANCEPANEL(BELOWDECK) STATIONARY CYCLER ACCESSIBLE153165 DIGIFUSE HOLE PANELAT GRADE 217912 115253HOLEPANEL(BELOWDECK) 115254STORE FRONTPANEL(BELOWDECK)K.P.1K.P.1K.P.1K.P.2FOREVER LAWN TUNNEL TURF MOUND H H H H I I 0 16 168099COZYDOME 8"HEIGHT PODCLIMBER 120710 8 10"HEIGHT PODCLIMBER 158997 10 8"HEIGHT PODCLIMBER 120710 8 POD 158105INDWOBB LE 100041CURVEDBALANCEBEAM 16"HEIGHT PODCLIMBER 120711 16 171539RAMPDECKEXTEN SION 12 *CP00 1759PB HAL F LOO P FOR HILL, 36"OC ., DB *CP001153IND SING LE HILL LOOP, 36 "OC, DB *CP001153IND SING LE HILL LOOP, 36 "OC, DB *CP001153IND SING LE HILL LOOP, 36 "OC, DB *CP001153IND SING LE HILL LOOP, 36 "OC, DB *CP001153IND SING LE HILL LOOP, 36 "OC, DB 120901GRABBAR 190857S/S DO UBLE STEEL X SL IDE 6' 6' 6' 247189CHILL SPINNER 247189CHILL SPINNER I I 76 *CP018357IND SET OF 18 HILLSIDE CLIMBING HANDGRIPS CP018357 "POST251575VIBRA CHIMESMAJOR CHORD1358NOTE: THIS RHAPSODY COMPONENTIS NOT IPEMA CERTIFIED214441VIVOMETALLOPHONE214443GOBLETDRUM170793DINOEGGSFOSSILDIG 123831SUPERSCOOPDBONLY APPROPRIATECONCRETE123832SUPERSCOOP(ACCESSIBLE) 136233ELEVATEDSANDTABLE DBONLY SINGLE POSTSWING 177332 ADDITI ONALBAY SINGLE POSTSWING 177333 DBONLY 177351MOLD EDSEAT /HARNESSW/PR OGU ARDCHAI NS8' B EAMHEIGHT 177351MOLD EDSEAT /HARNESSW/PR OGU ARDCHAI NS8' B EAMHEIGHT 174018 8' B EAMHEIGHT W/PR OGU ARDCHAI NS BELTSEAT 174018 8' B EAMHEIGHT W/PR OGU ARDCHAI NS BELTSEAT 173592OODLESWINGDBONLY 176038 FOR TODD LERSWING W/PR OGU ARDCHAI NS FULL BUC KETSEAT TODD LERSWINGSINGLESEAT 177337 (NO POSTINCLUDED) 186490WE- SAW NO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING PB PB PB PB G1/ G/G/ G/ G/ G1/ G1/ G1/ G1/ G1/ G1/ G/ G1/ G1/ G2/ G1/ G1/ G1/ G1/ G1/ G1/ G1/ (2) E/(2) E/(2) E/(2) E/ E/ E/ A/ A/ A/ A/ A/ A/ A/ A/ A/ A/ A/ A/ A/ A/ A/ A/ E/E/ B/ G1/? ? B/ B/ B/ B/B/B/B/ B/ B/ B/ B/ G1/ A/ A/ A/ A/ A/ A/ G1/ G1/ ?? ?? G1/ B/ B/ B/ B/ B/ A/ A/ A/ A/ A/ A/ (4) E/(4) E/ 1 1 B/ B/ A/A/ A/ A/A/A/A/ B/ A/ A/ A/ ?A/ A/ MDP A A/ A/ A/ A/ A/ A/ A/ A/ A/ A/ ? 1 A/ G1/ 1 C/ A. NOTE A. B. NOTE B. GENERAL NOTES: (NOT ALL NOTES MAY BE USED ON THIS SHEET) 1. RUN 1.5" CONDUIT WITH PULL STRING FROM PULL BOX BACK TO BUILDING. INSURE PULL BOX IS INSTALLED EVERY 300'. KEY NOTES: KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX a r c h i t e c t s 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 Hagen, Christensen & McIlwain CIVIL ENGINEER STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER N O T F O R C O N S T R U C T IO N 178 E 9TH STREET SUITE 200 SAINT PAUL, MN 55101 6120 EARLE BROWN DRIVE SUITE 700 MINNEAPOLIS, MN 55430 7705 BUSH LAKE ROAD EDINA, MN 55439 3/26/2021 8:37:30 AMBIM 360://4474.0000 City of Hugo Lions Park/City of Hugo Lions Park_MEP_2019.rvtE0.2 5524 UPPER 146TH STREET N HUGO, MN 55038 LIONS PARK CIVIC PAVILION ELECTRICAL SITE PLAN REVISION DATE DESCRIPTION SCALE:1" = 40'-0" Electrical - fp - Site Plan1 KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX a r c h i t e c t s 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 Hagen, Christensen & McIlwain CIVIL ENGINEER STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER N O T F O R C O N S T R U C T IO N 178 E 9TH STREET SUITE 200 SAINT PAUL, MN 55101 6120 EARLE BROWN DRIVE SUITE 700 MINNEAPOLIS, MN 55430 7705 BUSH LAKE ROAD EDINA, MN 55439 3/26/2021 8:37:31 AMBIM 360://4474.0000 City of Hugo Lions Park/City of Hugo Lions Park_MEP_2019.rvtE5.1 5524 UPPER 146TH STREET N HUGO, MN 55038 LIONS PARK CIVIC PAVILION ELECTRICAL SCHEDULES REVISION DATE DESCRIPTION 5.XXXXXX. 4.COORDINATE POLE HEIGHT AND CONCRETE BASE. REFER TO POLE BASE DETAILS 3.FIXTURE IS BY ALLOWANCE. ALLOWANCE PRICING SHALL INCLUDE FREIGHT TO SITE AND LAMPS IF APPLICABLE. 2.PROVIDE SHATTER RESISTANT LAMPS. 1.SET AT 3300 LUMEN OUTPUT FIXTURE NOTES: H.XXXXX. G.NO SUBSTITUTIONS SHALL BE ACCEPTED WITHOUT PRIOR APPROVAL BY THE ENGINEER. F.COORDINATE THE COMPATIBILITY OF DIMMING WITH SPECIFIED CONTROLS. DIMMING SHALL BE ACCOMPLISHED WITH NO VISIBLE FLICKER. E.SAMPLES OF ALL FIXTURES SHALL BE AVAILABLE AT THE ENGINEERS REQUEST DURING SHOP DRAWING REVIEW. D.SEE SPECIFICATIONS FOR EXTRA MATERIALS REQUIRED FOR LIGHT FIXTURES. C.ALL FINISHES SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ORDERING FIXTURES. FINISH SELECTION TO BE FROM MANUFACTURER'S STANDARD FINISHES UNLESS NOTED OTHERWISE. FINISHES SHALL BE VERIFIED AT THE TIME OF SHOP DRAWING SUBMITTAL. B.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIXTURE LOCATIONS, MOUNTING, AND REQUIREMENTS WITH ARCHITECTURAL PLANS, SECTIONS, ELEVATIONS, AND REFLECTED CEILING PLANS PRIOR TO ORDERING FIXTURES. A.CATALOG NUMBER INDICATES BASIC FIXTURE TYPE REQUIRED FOR THIS PROJECT AND MAY NOT BE COMPLETE. VERIFY WITH MANUFACTURER TO INCLUDE ALL OPTIONS AND ACCESSORIES REQUIRED FOR THIS INSTALLATION. GENERAL NOTES: LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION VOLT LAMPS VA / FIXT.MANUFACTURER CATALOG NUMBER EQUAL MANUFACTURERS NOTESTYPE QTY / FIXT. A ALUMINUM BOLLARD LED 4000K 2 14 KIM LIGHTING PA7R-FT-NU1-12L-010-4K7-42A-BL-SWP-UNV AA 4" SQUARE OPEN DOWNLIGHT, 1249 LUMENS MIN, DIMMABLE, NON-IC RATED LED 3500K 1 18 LITHONIA LDN4SQ 35/15 LS4-AR-LD-MVOLT AB 4" SQUARE OPEN DOWNLIGHT, 1657 LUMENS MIN, DIMMABLE, NON-IC RATED LED 3500K 1 22 LITHONIA LDN4SQ 35/20 LS4-AR-LD-MVOLT AC 4" SQUARE OPEN DOWNLIGHT, 2218 LUMENS MIN, DIMMABLE, NON-IC RATED LED 3500K 1 26 LITHONIA LDN4SQ 35/25 LS4-AR-LD-MVOLT B WALL PACK BUILDING AND FENCE PIER LIGHT.LED 4000K 2 13 TARGETTI MRS W 41 BT BI L2 40 MG BA 2x2 EDGE LIT PANEL, 4000/3300/28000 LUMENS ADJUSTABLE, DIMMABLE LED 3500K 1 40 COLUMBIA CFP22-40/33/28-35 1 BB 2x2 LAY-IN, DIRECT-INDIRECT WITH LINEAR CURVED LENS, 2034 LUMENS MIN, DIMMABLE LED 3500K 1 16 LITHONIA 2BLT2-20L-ADP-MVOLT-LP835 C COVE SIGN LIGHT.2 4 ECOSENSE L50-E-48-04-27-80-MULT-15x65 CA4 4' LINEAR PENDANT DIRECT-INDIRECT, 675 LUMENS PER FOOT, INTEGRAL DRIVER, DIMMABLE LED 3500K 1 33 PRUDENTIAL LIGHTING STSQ1-LED35-LO-LO 84MW-D1-CW UNV AC XX-DM0 CA8 8' LINEAR PENDANT DIRECT-INDIRECT, 675 LUMENS PER FOOT, INTEGRAL DRIVER, DIMMABLE LED 3500K 1 66 PRUDENTIAL LIGHTING STSQ1-LED35-LO-LO 8-TMW-D1-CW UNV AC XX-DM0 CB 4' RECESSED COVE, DIRECT, 545 LUMENS PER FOOT, INTEGRAL DRIVER, DIMMABLE LED 3500K 1 19 PRUDENTIAL LIGHTING STR-PER-LED35-LO4-TMW-D1SC-UNIV-XX-XXX-DM01 DA 4' LED STRIP WITH FROSTED LENS LED 3500K 1 40 COLUMBIA CSL4-4035 E TAPE LIGHT.LED 4000K 2 6 ACCLAIM LIGHTING FLEXOHE3 G 25' EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. SINGLE HEAD FIXTURE LED 4000K 2 133 COOPER LIGHTING GLEON-SA1B-830-U-T2-BK G1 15' EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. SINGLE HEAD FIXTURE.LED 4000K 2 114 COOPER LIGHTING GAP-SA1B-830-U-T2QM-BK G2 25' EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. DOUBLE HEAD FIXTURE.LED 4000K 2 218 Surface (2)F28 T8 2 50 INTERIOR PALETTE 03.25.2021 ROOM SCENE - CARPET PLASTIC LAMINATE: (DOORS & CABINETRY) WILSONART - PASADENA OAK 7986 WOOD CEILING: ASI ARCHITECTURAL - LINEAR PLANKS (WHITE OAK) FLOOR TILE : STONEPEAK SKY - NIGHTSKY 12x24 ACCENT PAINT: SW7538 - Tamarind ACCENT PAINT: SW6445 - Garden Grove ACCENT PAINT: SW6803 - Danube FIELD COLOR: SW7005 - Pure White CARPET ACCENT : MANNINGTON MEMENTO (UNION) CARPET TRAC-OFF MANNINGTON FRIXTON INTERIA (STATIC 34365) CARPET MAIN: MANNINGTION RELIC (UNION) WALL TILE : STONEPEAK - ADAMAS ALBUS STONEPEAK - ADAMAS SALVIA SOLID SURFACE: Corian - Everest EXTERIOR PALETTE 03.25.2021 EXTERIOR BRICK: INTERSTATE BRICK - PLATNIUM (Above) WINDOW BASE/ GARDEN WALL BUECHEL SILVERDALE - SANDED (Right) LIONS PARK RENDERING AT DUSK LIONS PARK MATERIAL RENDERING FASCIA / SOFFIT: KYNAR 500 CHARCOAL GRAY (Right) EXTERIOR WALL: KYNAR 500 STONE WHITE (Below) WOOD EXTERIOR SOFFIT: (TO MATCH INTERIOR) MAIN LEVEL100' -0"T.O.S. -LOW FLAT ROOF110' -0"T.O.S. -HIGH FLAT ROOF116' -0"MAIN LEVEL100' -0"T.O.S. -LOW FLAT ROOF110' -0"T.O.S. -HIGH FLAT ROOF116' -0"T.O.S. -ENTRY113' -6"MAIN LEVEL100' -0"T.O.S. -LOW FLAT ROOF110' -0"T.O.S. -HIGH FLAT ROOF116' -0"T.O.S. -ENTRY113' -6"MAIN LEVEL100' -0"T.O.S. -LOW FLAT ROOF110' -0"T.O.S. -HIGH FLAT ROOF116' -0"T.O.S. -ENTRY113' -6"KEY PLANDRAWING NUMBERDRAWING TITLECLIENTI hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXXRegistration Number: XXXXDate: XXXXBy:Title: XXXXa r c h i t e c t s4201 cedar avenue so. -minneapolis, MN 55407tel. (612) 904-1332 -fax (612) 904-7366Hagen, Christensen & McIlwainCIVIL ENGINEERSTRUCTURAL ENGINEERMECHANICAL / ELECTRICAL ENGINEERNOT FOR CONSTRUCTION178 E 9TH STREET SUITE 200 SAINT PAUL, MN 551016120 EARLE BROWN DRIVESUITE 700 MINNEAPOLIS, MN 554307705 BUSH LAKE ROADEDINA, MN 554393/19/2021 3:20:46 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK_ARCHMODEL_R19_j.tind0042.rvta3.05524 UPPER 146TH STREET NHUGO, MN 55038LIONS PARK CIVICPAVILIONEXTERIORELEVATIONSKEYNOTES - EXTERIOR ELEVATIONSNumberDescription1 GALVANIZED STEEL COLUMN TO SUPPORT ROOF OVERHANG, PAINT2 NEW ROOF SYSTEM ASSEMBLY AT METAL DECK STRUCTURE: FULLY ADHERED,SINGLE-PLY 60 MIL EPDM ROOF MEMBRANE. PROVIDE TAPERED INSULATION AT 1/4"PER FOOT TO DRAIN AS REQ'D.3 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING4 1'-6" HIGH LIMESTONE SILL/ BASE ASSEMBLY5 BRICK RAINSCREEN WALL ASSEMBLY WITH RIGID INSULATION AND METAL STUDBACK-UP6 PREFINISHED METAL PANEL RAINSCREEN WITH RIGID INSULATION AND METAL STUDBACK-UP7 PREFINISHED METAL ROOF COPING8 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING -PROVIDE TRANSLUCENT PRIVACY FILM ON INTERIOR FACE OF ALL GLAZING PANELS9 INSULATED HOLLOW METAL DOOR/ FRAME, PAINT10 PREFINISHED ALUMINUM DOOR ASSEMBLY WITH LOW-E INSULATED GLAZING11 LOW LIMESTONE GARDEN WALL WITH CAP. PROVIDE CONT. LED ROPE LIGHTINGALONG UNDERSIDE OF CAP, ALL SIDES TO WASH FACE OF WALL12 PREFINISHED ALUMINUM SLIDING SERVICE WINDOW WITH LIMESTONE BASE BELOW.BOTTOM OF WINDOW AT 2'-10" TO MEET ADA MN CODE 202015 SST COUNTERTOP - OPEN BELOW16 DRINKING FOUNTAIN17 METAL STANDING SEAM ROOF ASSEMBLY18 SITE BOLLARD - REFER TO CIVIL DRAWINGS19 GALVANIZED STEEL BEAM TO SUPPORT ROOF OVERHANG, WRAP WITH WOOD ALLSIDES20 PROVIDE LED WALL SCONCE (UP/DOWN LIGHT) TO WASH BUILDING FACE21 BACK-LIT LED BUILDING SIGNAGE - PROVIDE POWER22 DECORATIVE LED PENDANT LIGHTING1/8" = 1'-0"a3.01EAST ELEVATION1/8" = 1'-0"a3.02WEST ELEVATION1/8" = 1'-0"a3.03NORTH ELEVATION1/8" = 1'-0"a3.04SOUTH ELEVATIONREVISION DATE DESCRIPTION MAIN LEVEL 100' -0" T.O.S. -LOW FLAT ROOF 110' -0" TYP 1 2 3 TYP 5 TYP 6 2 2 3 4 3 4 3 4 3 4 3 4 3 4 3 7 7 2 7 7 TYP 6 1011 11 TYP 5 TYP 18 TYP 1 TYP 19 20 20 TYP 20 T.O.S. -HIGH FLAT ROOF 116' -0"TYP 22 A B C D F F.5 F.7 G G.5 H H.5 J K L 2 7 MAIN LEVEL 100' -0" T.O.S. -LOW FLAT ROOF 110' -0"TYP 1 11 TYP 6 3 2 7 2 TYP 7 TYP 6 TYP 1 10 10 10 10 10 9 9 15 10 12 4 TYP 5 16 TYP 6 TYP 5 5 TYP 6 TYP 18 TYP 19 TYP 11 T.O.S. -HIGH FLAT ROOF 116' -0" T.O.S. -ENTRY 113' -6" TYP 22 TYP 1 11' - 4"209' - 4"ABCDEFF.5F.7GG.5HH.5JKL MAIN LEVEL 100' -0" T.O.S. -LOW FLAT ROOF 110' -0" 3 3 10 10 1010 3 3 4 3 4 3 4 TYP 72 TYP 72 6 7 2 TYP 1 11 11 11 TYP 5 1 72 11 TYP 1 TYP 72 TYP 19 11 TYP 22 T.O.S. -HIGH FLAT ROOF 116' -0" T.O.S. -ENTRY 113' -6"3 TYP 20 12344.14.555.8677.688.88.999.510 MAIN LEVEL 100' -0" T.O.S. -LOW FLAT ROOF 110' -0" 72 11 13 4 TYP 5 6 10 3 83 TYP 72 TYP 72 17 TYP 6 TYP 5 7 2 TYP 1 8 11 1111 21 T.O.S. -HIGH FLAT ROOF 116' -0" T.O.S. -ENTRY 113' -6" 1 2 3 4 4.1 4.5 5 5.8 6 7 7.6 8 8.8 8.9 9 9.5 10 KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Title: XXXX Registration Number: XXXX Date: XXXX By: Title: XXXX a r c h i t e c t s 4201 cedar avenue so. -minneapolis, MN 55407 tel. (612) 904-1332 -fax (612) 904-7366 Hagen, Christensen & McIlwain CIVIL ENGINEER STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER N O T F O R C O N S T R U C T IO N 178 E 9TH STREET SUITE 200 SAINT PAUL, MN 55101 6120 EARLE BROWN DRIVE SUITE 700 MINNEAPOLIS, MN 55430 7705 BUSH LAKE ROAD EDINA, MN 55439 3/19/2021 3:07:16 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK_ARCHMODEL_R19_j.tind0042.rvta3.0 5524 UPPER 146TH STREET N HUGO, MN 55038 LIONS PARK CIVIC PAVILION EXTERIOR ELEVATIONS KEYNOTES - EXTERIOR ELEVATIONS Number Description 1 GALVANIZED STEEL COLUMN TO SUPPORT ROOF OVERHANG, PAINT 2 NEW ROOF SYSTEM ASSEMBLY AT METAL DECK STRUCTURE: FULLY ADHERED, SINGLE-PLY 60 MIL EPDM ROOF MEMBRANE. PROVIDE TAPERED INSULATION AT 1/4" PER FOOT TO DRAIN AS REQ'D. 3 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING 4 1'-6" HIGH LIMESTONE SILL/ BASE ASSEMBLY 5 BRICK RAINSCREEN WALL ASSEMBLY WITH RIGID INSULATION AND METAL STUD BACK-UP 6 PREFINISHED METAL PANEL RAINSCREEN WITH RIGID INSULATION AND METAL STUD BACK-UP 7 PREFINISHED METAL ROOF COPING 8 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING - PROVIDE TRANSLUCENT PRIVACY FILM ON INTERIOR FACE OF ALL GLAZING PANELS 9 INSULATED HOLLOW METAL DOOR/ FRAME, PAINT 10 PREFINISHED ALUMINUM DOOR ASSEMBLY WITH LOW-E INSULATED GLAZING 11 LOW LIMESTONE GARDEN WALL WITH CAP. PROVIDE CONT. LED ROPE LIGHTING ALONG UNDERSIDE OF CAP, ALL SIDES TO WASH FACE OF W ALL 12 PREFINISHED ALUMINUM SLIDING SERVICE WINDOW WITH LIMESTONE BASE BELOW. BOTTOM OF WINDOW AT 2'-10" TO MEET ADA MN CODE 2020 15 SST COUNTERTOP - OPEN BELOW 16 DRINKING FOUNTAIN 17 METAL STANDING SEAM ROOF ASSEMBLY 18 SITE BOLLARD - REFER TO CIVIL DRAWINGS 19 GALVANIZED STEEL BEAM TO SUPPORT ROOF OVERHANG, WRAP WITH WOOD ALL SIDES 20 PROVIDE LED WALL SCONCE (UP/DOWN LIGHT) TO WASH BUILDING FACE 21 BACK-LIT LED BUILDING SIGNAGE - PROVIDE POWER 22 DECORATIVE LED PENDANT LIGHTING 1/8" = 1'-0"a3.0 1 EAST ELEVATION 1/8" = 1'-0"a3.0 2 WEST ELEVATION 1/8" = 1'-0"a3.0 3 NORTH ELEVATION 1/8" = 1'-0"a3.0 4 SOUTH ELEVATION REVISION DATE DESCRIPTION KEY PLANDRAWING NUMBERDRAWING TITLECLIENTI hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXXRegistration Number: XXXXDate: XXXXBy:Title: XXXXa r c h i t e c t s4201 cedar avenue so. -minneapolis, MN 55407tel. (612) 904-1332 -fax (612) 904-7366Hagen, Christensen & McIlwainCIVIL ENGINEERSTRUCTURAL ENGINEERMECHANICAL / ELECTRICAL ENGINEERNOT FOR CONSTRUCTION178 E 9TH STREET SUITE 200 SAINT PAUL, MN 551016120 EARLE BROWN DRIVESUITE 700 MINNEAPOLIS, MN 554307705 BUSH LAKE ROADEDINA, MN 554393/19/2021 3:08:11 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK_ARCHMODEL_R19_j.tind0042.rvta10.15524 UPPER 146TH STREET NHUGO, MN 55038LIONS PARK CIVICPAVILIONARCHITECTURALIMAGESREVISION DATE DESCRIPTIONa10.11NORTHEAST PERSPECTIVEa10.12SOUTHEAST PERSPECTIVE KEY PLANDRAWING NUMBERDRAWING TITLECLIENTI hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota.Title: XXXXRegistration Number: XXXXDate: XXXXBy:Title: XXXXa r c h i t e c t s4201 cedar avenue so. -minneapolis, MN 55407tel. (612) 904-1332 -fax (612) 904-7366Hagen, Christensen & McIlwainCIVIL ENGINEERSTRUCTURAL ENGINEERMECHANICAL / ELECTRICAL ENGINEERNOT FOR CONSTRUCTION178 E 9TH STREET SUITE 200 SAINT PAUL, MN 551016120 EARLE BROWN DRIVESUITE 700 MINNEAPOLIS, MN 554307705 BUSH LAKE ROADEDINA, MN 554393/19/2021 3:08:35 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK_ARCHMODEL_R19_j.tind0042.rvta10.25524 UPPER 146TH STREET NHUGO, MN 55038LIONS PARK CIVICPAVILIONARCHITECTURALIMAGESREVISION DATE DESCRIPTIONa10.21NORTHWEST PERSPECTIVEa10.22SOUTHWEST PERSPECTIVE 14/15/2021 4:03 PMHugo City CouncilSu Mo Tu We Th Fr Sa1234567891011 12 13 14 15 16 1718 19 20 21 22 23 2425 26 27 28 29 30April 2021Su Mo Tu We Th Fr Sa12345678910111213141516 17 18 19 20 21 2223 24 25 26 27 28 2930 31May 2021April 2021Mar 28293031Apr 12345678910Easter Sunday7:00pm Council Meets5:30pm LBAE (Oneka Room) - Hugo City Council6:30pm BOZA7:00pm Planning Comm111213141516172:00pm WBL School Groundbreaking (15198 Forest Blvd) - Hugo City Council7:00pm Lions Park Workshop - Hugo City Council8:00am Citywide Cleanup (Public Works)181920212223247:00pm Council Meets5:30pm EDA6:30pm Hist. Comm.7:00pm Parks Comm6:30pm BOZA7:00pm Planning Comm252627282930May 15:00pm Burger Night (Legion)SUNDAY MONDAY TUESDAY WEDNESDAYTHURSDAY FRIDAY SATURDAY 24/15/2021 4:03 PMHugo City CouncilSu Mo Tu We Th Fr Sa12345678910111213141516 17 18 19 20 21 2223 24 25 26 27 28 2930 31May 2021Su Mo Tu We Th Fr Sa12345678910111213 14 15 16 17 18 1920 21 22 23 24 25 2627 28 29 30June 2021May 2021Apr 252627282930May 123456787:00pm Council Meets9101112131415Mothers day6:30pm BOZA7:00pm Planning Comm161718192021227:00pm Council Meets5:30pm EDA6:30pm Hist. Comm.7:00pm Parks Comm232425262728295:00pm Burger Night (Legion)6:30pm BOZA7:00pm Planning Comm3031Jun 12345Memorial DaySUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY