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2021.04.05 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. Meeting ID # 822 3995 9951 Passcode: 210067 A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. March 15, 2021, City Council Meeting E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Washington County Assessor’s Report – Assessor Dan Squyres 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 Grant Agreement with BWSR for CSAH 8 Stormwater Reuse Project 3. Approve Colin Emans as New Assistant Chief on the Hugo Fire Department 4. Approve Resignation of Firefighter Amy Kriegshauser from the Hugo Fire Department 5. Approve Resolution Restricting Parking Along Portions of 147th Street 6. Approve Resolution to Rescind the Local Emergency 7. Approve Resolutions Approving Variance and CUP Amendment for Xcel Energy - 13620 Fenway Boulevard North 8. Approve Property Line Adjustment on 9604 170th Street North – Scott Johnson Agenda HUGO CITY COUNCIL MEETING HUGO CITY HALL/HYBRID MEETING MONDAY, APRIL 5, 2021 – 7 P.M. 9. Approve Resolution Approving the Encroachment Agreement for Octavio Chung Bustamante and Mary Chung - 4958 142nd Circle North 10. Approve Public Works Summer Seasonal Employees 11. Approve Resolution Adopting Water and Sewer Pro-Forma Financial Guide for 2021 12. Approve Purchase of Easement on Atkinson Property – 147th Street 13. Approve Reduction in Cash Escrow for Hugo Gardens 14. Approve Pay Voucher No. 3 from Scandia Trucking, LLC for JD2 Ditch Maintenance 15. Approve Pay Voucher No. 6 from Ebert Construction for New Public Works Facility 16. Approve Pay Voucher No. 14 from CB&I, LLC, for Water Tower No. 4 H. PUBLIC HEARING 1. None Scheduled I. UNFINISHED BUSINESS 1. None Scheduled J. NEW BUSINESS 1. Approve Site Plan, CUP, Property Line Adjustment, and Development Agreement for New White Bear Lake Elementary School 2. Northeast Youth & Family Services Update and Discussion on Contract 3. Discussion on Short Term Rental Ordinance K. VISITOR PRESENTATIONS 1. None Scheduled L. COUNCIL PRESENTATIONS 1. Update on the Yellow Ribbon Network M. ADMINISTRATIVE PRESENTATIONS 1. Local Board of Appeals and Equalization on Thursday, April 8, 2021 2. White Bear Lake Elementary School Groundbreaking on Tuesday, April 13, 2020 3. Lions Park Workshop on Wednesday, April 14, 2021 4. Spring Citywide Cleanup Day on Saturday, April 17, 2021 5. Carnelian - Marine - St. Croix Watershed District Manager Vacancy M. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON APRIL 5, 2021 D.1 March 15, 2021, City Council Meeting Staff recommends Council approve the above minutes for the City Council Meeting held on April 15, 2021, as presented. F.1 Washington County Assessor’s Report – Assessor Dan Squyres Washington County Assessor Dan Squyres is the residential assessor for the City of Hugo. Dan will be in attendance to provide information on the County’s Assessor 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. G.1 Approve Claims Roster Staff recommends Council approve the Claims Roster as presented. G.2 Approve Grant Agreement with BWSR for CSAH 8 Stormwater Reuse Project The City of Hugo has authorized preparation of plans and specifications for the final design of the County Road 8 Stormwater Reuse Project that will irrigate the median and boulevards along County Road 8, Lions Park, City Hall, Hugo Gardens and Keystone Place. The City was notified that they have 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 is estimated to be $729,000, with approximately 85% of the cost coming from grant funds. The City’s share of the project cost is $110,600. As part of the Clean Water Fund grant agreement, the City must not begin work under this grant until the agreement is executed. The funds for this grant expire on December 31, 2023. The agreement requires the installation of signage as provided in Minnesota Laws 2010, Chapter 361, Article 3, Section 5(b) for Clean Water Projects, and all signage must represent BWSR and the Clean Water Fund program as a funding partner. The Grant Agreement is enclosed for Council review and consideration of approval. Staff has prepared the enclosed Resolution Authorizing The Board of Soil and Water Resources 2021 Clean Water Fund Grant Agreement for the County Road 8 Stormwater Reuse Project, and recommends approval of the grant agreement in the amount of $392,400 2021. G.3 Approve Colin Emans as New Assistant Chief on the Hugo Fire Department Two firefighters were interviewed for the vacant position of Assistant Chief, and Colin Emans was selected to fill this position. Staff recommends Council approve Colin Emans as Assistant Chief on the Hugo Fire Department G.4 Approve Resignation of Firefighter Amy Kriegshauser from the Hugo Fire Department Hugo Firefighter Amy Kriegshauser has submitted her letter of resignation from the Fire Department. Chief Jim Compton, Jr. recommends Council accept the letter and confirm termination of her employment with the Hugo Fire Department effective immediately. G.5 Approve Resolution Restricting Parking Along Portions of 147th Street Improvements to 147th Street includes 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 has been designated as a Municipal State Aid (MSA) roadway and will be required to be constructed to meet the design requirements set forth by MnDOT as the City will be expending MSA funds for the project. Staff recommends approval of the resolution restricting parking along both sides 147th Street from Forest Boulevard (TH 61) to Oneka Parkway as the proposed pavement widths do not provide adequate width for parking on the street. G.6 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. Though no actions were ever taken, this declaration 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. Staff recommends Council approve the resolution rescinding the local emergency effective midnight, March 15, 2021. G.7 Approve Resolutions Approving Variance and CUP Amendment for Xcel Energy - 13620 Fenway Boulevard North Xcel Energy currently owns and operates a training facility on property located at 13620 Fenway Boulevard North and is proposing to construct additional training facilities to include a “mock” transmission line. The transmission line is proposed to have approximately 12 utility poles of various types and heights. This requires a conditional use permit amendment to amend the site plan for utility pole locations in the conditional use permit. The applicant is also requesting a variance from the maximum building height for the training poles to be 72 feet tall, where 50 feet is required 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 meet all requirements necessary for approval and recommended that the City Council approve the variance and CUP amendment for Xcel Energy for property located at 13620 Fenway Boulevard North. G.8 Approve Property Line Adjustment on 9604 170th Street North – Scott Johnson Scott Johnson is requesting approval of a property line adjustment for the properties located 9604 170th Street North. The applicant is proposing to adjust the common property line between the properties. The existing Parcel A is 2 acres and Parcel B is 37.33 acres. This adjustment will result in Parcel A totaling 3.7 acres and Parcel B totaling 35.63 acres. Staff finds that the property line adjustment reduces the extent of any nonconformities. Staff recommends approval of the resolution approving a property line adjustment for Scott Johnson for the properties located at 9604 170th Street North. G.9 Approve Resolution Approving the Encroachment Agreement for Octavio Chung Bustamante and Mary Chung - 4958 142nd Circle North Octavio Chung Bustamante and Mary Chung have requested an encroachment agreement to allow construction of a fence within a drainage and utility easement on property located at 4958 142nd Circle North. Staff has reviewed the request and recommends that the City Council approve the encroachment agreement. G.10 Approve Public Works Summer Seasonal Employees Staff is requesting authorization to re-hire seasonal employees for the public works department. In the 2021 General Fund Budget, Council approved funding for six seasonal employee positions. All six seasonal employees from last year wish to return. Seasonal Public Works Employees assist with mowing, garbage/litter removal, park maintenance, boulevard maintenance and general public works maintenance. Staff recommends Council re-hire the seasonal staff from last summer. G.11 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. The Finance Director has updated the pro-forma for the 2021 fiscal year and recommends no changes to the rate schedule. Staff recommends Council approve the resolution adopting the pro-forma financial guide for water and sanitary sewer operations for the 2020 fiscal year. G.12 Approve Purchase of Easement on Atkinson Property – 147th Street As part of the new Public Works Facility project, 3 phase electrical power is required and currently being installed. Public Works staff has worked with Xcel Energy to find the most cost effective way to provide this power to the new building. The best route involves installing an underground electrical mainline across the Atkinson property located on the south side of 147th St. N. (north of Irish Avenue Park). Xcel Energy has drafted an easement document (see attachment) and City Staff has negotiated a price of $8,000 with Mike Atkinson for the purchase of the easement. City staff recommends Council approve the purchase of a utility easement from Atkinson for the installation of 3 phase power to the new Public Works Facility. G.13 Approve Reduction in Cash Escrow for Hugo Gardens The Hugo Gardens Project has had grading and utility work completed to date and the Hugo Garden Apartments, LLC. is requesting a reduction in the cash escrow. The current amount of cash escrow for the Hugo Gardens Project is in the amount of $2,160,007. Staff has inspected the work completed to date and recommends Council approve the reduction in cash escrow to $2,145,757 based on the value of work remaining to be completed. G.14 Approve Pay Voucher No. 3 from Scandia Trucking, LLC for JD2 Ditch Maintenance The City of Hugo 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 has reviewed the pay request and found it to be satisfactory for work completed to-date. Approval of the consent agenda approved partial payment to Scandia Trucking, LLC. in the amount of $72,495.45. G.15 Approve Pay Voucher No. 6 from Ebert Construction for New Public Works Facility Ebert Construction has 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 have been reviewed and agreed upon by the architect, contractor and City staff. The amount indicated above reflects the work certified through March of 2021, with a 5% retainage applied. Total retainage being held for the project to date is $58,041.95. Staff recommends the City Council approve payment request No .6 in the amount of $23,191.51 to Ebert Construction. G.16 Approve Pay Voucher No. 14 from CB&I, LLC, for Water Tower No. 4 CB&I submitted Pay Voucher No. 14 for work certified through December 2, 2020, on the Water Tower No. 4 project. Staff recommends Council approve payment in the amount of $107,131.07 to CB&I, LLC, for the Water Tower No. 4 Improvement Project. J.1 Approve Site Plan, CUP, Property Line Adjustment, and Development Agreement for New White Bear Lake Elementary School The White Bear School District is requesting approval of an approximately 100,000 square foot elementary school and gymnasium, associated ball-fields, playground, and walking trails. 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 extends to 157th Way North. The school district stated they would work with the resident. The Planning Commission liked the site plan layout and the architecture of the building. They all agreed is a good addition to the community and they looked forward to the school opening. The Planning Commission unanimously recommended approval of the resolutions approving the site plan, CUP, and property line adjustment for the White Bear Lake School District. Staff recommends approval of the development agreement. J.2 Northeast Youth & Family Services Update and Discussion on Contract Northeast Youth and Family Services (NYFS), located in White Bear Lake, has been providing counseling services to youth and families in the City of Hugo for over 20 years. President and CEO Tara Jebens-Singh will be in attendance remotely to provide information on services provided by them to Hugo’s residents. Staff recommends Council ask any questions they may have on the services provided by NYFS and consider approval of the service contract. J.3 Discussion on Short Term Rental Ordinance Staff has received a complaint on a short term rental facility that is advertised on the website Vacation Rentals by Owner (VRBO). The Washington County Sheriff’s Department has also received numerous complaints on the property. The complaints relate to noise, parties, and the transient nature of the short term rentals. After reviewing the City Code, it is in staff’s opinion that short term rentals are not allowed in the City. The City Code does not define or address short term rentals. The owner of the short term rental has made a request to the City Council to evaluate allowing short term rental facilities in the City. Staff recommends the City Council discuss the topic and forward the request to the Ordinance Review Committee (ORC) so they can review and provide a recommendation to the City Council on what to do with short term rental facilities in the City. L. 1 Update on Yellow Ribbon Network Council Members Chuck Haas will update the Council on the activities of the Yellow Ribbon Network to date. M.1 Local Board of Appeals and Equalization on Thursday, April 8, 2021 Council is 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. M.2 White Bear Lake Elementary School Groundbreaking on Tuesday, April 13, 2020 The White Bear Lake School District has 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. The ceremony will take place on Tuesday, April 13, 2021, at 2:00 p.m. Staff recommends Council schedule this as a meeting if they choose to attend. M.3 Lions Park Workshop on Wednesday, April 14, 2021 The Hugo Parks Commission has scheduled a workshop to review the construction plans for Lions Park. The workshop will be held at Hugo City Hall at 7 p.m. on Wednesday, April 14, 2021. Staff recommends Council schedule this as a meeting if they choose to attend. M.4 Spring Citywide Cleanup Day on Saturday, April 17, 2021 The City will hold its annual Spring Cleanup Day on Saturday, April 17, 2021 from 8 a.m. – noon at Public Works. M.5 Vacancy on the Carnelian - Marine - St. Croix Watershed District Board of Managers Washington County Board of Commissioners will be accepting applications for the Carnelian- Marine-St. Croix Watershed District Board of Managers. There are currently four member on the board with terms that expire on June 21, 2021. The City is asked to submit a list of nominees by April 22, 2021. N. Adjournment Meeting was held remotely pursuant to MN Statute Sec. 13D.021. ZOOM Meeting ID: 814 3973 9401 Passcode: 523083 Call to Order Mayor Weidt called the meeting to order at 7:10 p.m. COUNCIL PRESENT REMOTELY: Haas, Klein, Miron, Petryk, Weidt OTHERS PRESENT REMOTELY: City Attorney Dave Snyder, City Engineer Mark Erichson, Development Director Rachel Juba, Community Development Assistant Emily Weber PRESENT AT CITY HALL: City Administrator Bryan Bear, City Clerk Michele Lindau Approval of Minutes for the March 1, 2021 City Council Meeting Klein made motion, Miron seconded, to approve the minutes for the City Council meeting held on March 1, 2021, as presented. Roll call vote – all ayes. Motion carried. Approval of Agenda Weidt made motion, Petryk seconded, to approve the agenda as presented. Roll call vote – all ayes. Motion carried. Update on COVID-19 City Response City Administrator Bryan Bear gave a brief update on the City’s response to the COVID-19 pandemic saying the State of Emergency declared by Governor Walz in March, 2020, was still in place and recently modified by executive order 2021-11, which extended capacity limits and removed the requirement to work from home but encouraged it. The mask mandate remained in place. City services continued to be available, City Hall remained open, and some staff continued to work remotely. Vaccines were being distributed by Washington County in collaboration with the MN Health Department. Firefighters had been vaccinated, and the Public Works Department may be next. The Council had adopted meeting protocols for in-person meetings, which the Council had decided to start on April 15, 2021. Final details for hybrid meetings would be ready by then and will include social distancing and mask requirements. Staff seating will also be different since there will not be room for everyone at the dais. Public participation could continue via ZOOM. Bear talked about the City’s Emergency Declaration that was adopted by Council on March 20, 2020, which invoked emergency powers, though no actions had been taken. Meetings of all commissions had been held remotely, as directed by the City’s emergency order. Minutes HUGO CITY COUNCIL MEETING HUGO CITY HALL/REMOTE MEETING MONDAY, MARCH 15, 2021 – 7 P.M. Hugo City Council Meeting Minutes for March 15, 2021 Page 2 of 5 Weidt stated he would like to remove the Emergency Power Declaration at the next Council meeting, and he said he was fine with the committees working towards having their meetings in person or hybrid meetings based on the ability and desire of the commissioners. He asked how to direct the commissions to decide. Bear replied that if Council was interested in removing the Emergency Declaration, staff could prepare a resolution and have conversations with the commissions. If commissions wanted to meet remotely, it could still be done under the Governor’s State of Emergency still in place or by what is allowed by the City’s remote meeting policy Weidt made motion, Klein seconded, to rescind the Emergency Declaration effective at midnight, March 15, 2021. Roll call vote – all ayes. Motion carried. Approval of Consent Agenda Miron made motion, Klein seconded, to approve the following consent agenda: 1. Approve Claims Roster 2. Approve Annual Performance Review for Finance Director Ron Otkin 3. Approve Fulltime Permanent Status for Building Official Joel Hoistad 4. Approve Authorization to Advertise for Bids for the Salt Storage Building at the New Public Works Facility 5. Approve Request for Waiver of IUP Renewal Fee from Ann Rooney at 13755 Elmcrest Avenue North 6. Approve Donation to the Hugo Fire Department from the Hugo American Legion 7. Approve Renewal of 2 a.m. License for the Blue Heron Grill Roll call vote – all ayes. Motion carried. Approve Claims Roster Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Annual Performance Review for Finance Director Ron Otkin Ron Otkin was hired as the City’s Finance Director on April 3, 1989. For the past 32 years, Ron conducted duties related to the City’s Finance Department, which included the annual preparation of the City’s budget as well as financing of public improvement projects and preparation of the annual comprehensive financial report. Adoption of the Consent Agenda approved the annual performance review for Finance Director Ron Otkin. Approve Fulltime Permanent Status for Building Official Joel Hoistad Joel Hoistad was hired as the City’s new Building Official beginning on September 14, 2020. Joel had successfully completed his six-month probation period. Adoption of the Consent Hugo City Council Meeting Minutes for March 15, 2021 Page 3 of 5 Agenda approved Building Official Joel Hoistad as a fulltime permanent employee. Approve Authorization to Advertise for Bids for the Salt Storage Building at the New Public Works Facility Oertel Architects would soon have the final design and bidding documents prepared for the salt and materials storage buildings to be located at the new Public Works facility. A bid opening date of April 22nd was expected. Adoption of the Consent Agenda approved the advertisement of bids for the construction of the salt and materials storage building located at the new Public Works facility. Approve Request for Waiver of IUP Renewal Fee from Ann Rooney at 13755 Elmcrest Avenue North Ann Rooney, owner of Bluebird Screen Print LLC at 13755 Elmcrest Avenue North, had requested a fee waiver for the Interim Use Permit application fee. As a local business, Bluebird Screen Print, LLC, had been adversely affected by the COVID-19 pandemic and was unable to generate the revenue that it typically saw throughout the year. In an effort to provide relief to local businesses, the City Council had previously approved $171,635.33 in grants through the CARES Business Grant program. The Council had also waived liquor license fees for restaurants in 2021. The IUP fee is $250. Adoption of the Consent Agenda approved the fee waiver for Ann Rooney at 13755 Elmcrest Avenue North. Approve Donation to the Hugo Fire Department from the Hugo American Legion The Hugo American Legion wanted to donate $2,000 to the Hugo Fire Department for training and equipment. Donations to the Fire Department needed to be approved by Council. Adoption of the Consent Agenda approved the donation of $2,000 to the Hugo Fire Department from the Hugo American Legion. Approve Renewal of 2 a.m. License for the Blue Heron Grill Since May 2010, the Blue Heron Grill held a license that permitted the establishment to stay open until 2 a.m. This license needed to be renewed annually with approval by the City Council. This year, the State had waived their permit fee due to COVID. Adoption of the Consent Agenda approved the renewal of the 2 a.m. license for the Blue Heron Grill. Public Hearing on Vacation of Drainage and Utility Easement – Oneka Place The applicant, CPDC – Pratt-Oakwood, LLP, had requested vacation of an existing drainage and utility easement located over Outlot A, Oneka Place 4th Addition. Community Development Director Rachel Juba explained that the outlots would be final platted for the development of Oneka Place 5th Addition, which was the last phase of the development. New drainage and utility easement would be placed on the lots at the time the final plat was recorded. Juba recommended Council open the public hearing and approve the vacation of the easement. Weidt opened the public hearing. After receiving no comments, Weidt closed the public hearing. Hugo City Council Meeting Minutes for March 15, 2021 Page 4 of 5 Klein made motion, Petryk seconded, to approve the notice to vacate the drainage and utility easement located over Outlot A, Oneka Place 4th Addition. Roll call vote – all ayes. Motion carried. Approve Final Plat and Development Agreement for Oneka Place 5th Addition CPDC – Pratt-Oakwood, LLP had requested approval of a final plat and development agreement to plat 14 residential lots from the Oneka Place preliminary plat, which included a total of 177 residential lots. Community Development Director Rachel Juba explained the final plat would be known as Oneka Place 5th Addition, and she showed where the property was generally located north of Ethan Trail North and west of Oneka Parkway. Klein made motion, Haas seconded, to approve RESOLUTION 2021-15 APPROVING FINAL PLAT AND DEVELOPMENT AGREEMENT FOR CPDC – PRATT – OAKWOOD, LLP, ON PROPERTY LOCATED WEST OF ONEKA PARKWAY AND NORTH OF ETHAN TRAIL NORTH FOR ONEKA PLACE 5th ADDITION. Roll call vote – all ayes. Motion carried. Public Hearing on Vacation of Drainage and Utility Easement – Adelaide Landing The Excelsior Group had requested a vacation of the existing drainage and utility easement located over Outlot F, Adelaide Landing and Outlot C, Adelaide Landing 5th Addition. Community Development Director Rachel Juba explained the outlots would be used for the development of Adelaide Landing 6th Addition and other future phases. New drainage and utility easement would be placed on the lots at the time the final plat was recorded. Juba recommended Council open the public hearing and approve the vacation of the easement. Mayor Weidt opened the public hearing. Kevin Peltier, 13094 Goodview Avenue North, had questions on how the drainage near his property was going to change with the final plat. He asked how much water would be going into the pond and what happened to the water that didn’t go into the pond. City Engineer Mark Erichson replied saying he had a number of conversations with Peltier over the past few years and knew of his concerns. He stated the drainage in the final plat was consistent with the preliminary plat. The majority of the water would drain to the west and northwest, with a small portion draining to the south. He said the drainage met all requirements. Peltier asked how many units on the east side of the street would flow to the south. Erichson explained there were eight parcels along peltier’s property line. Five were directed to the north and west. Three would collect and flow to the south. Also, a little over 100 feet of the street would drain south, but the majority was directed to the north. Peltier stated he just wanted to make sure there was not going to be more water going onto his property. Hugo City Council Meeting Minutes for March 15, 2021 Page 5 of 5 There were no other comments, and Weidt closed the public hearing Klein made motion, Peltier seconded, to approve the notice to vacate the drainage and utility easement located over Outlot F, Adelaide Landing and Outlot C, Adelaide Landing 5th Addition. Roll call vote – all ayes. Motion carried. Approve Final Plat and Development Agreement for Adelaide Landing 6th Addition The Excelsior Group had requested approval of a final plat and development agreement to plat 20 lots and one outlot on a parcel located east of Highway 61 and north of 130th Street North. Community Development Director Rachel Juba explained the development to be known as Adelaide Landing 6th Addition would plat the remaining 46 lots and one outlot from the Adelaide Landing preliminary plat. Klein made motion, Haas seconded, to approve RESOLUTION 2021-16 APPROVING A FINAL PLAT AND DEVELOPMENT AGREEMENT FOR OP5 ADELAIDE, LLC FOR ADELAIDE LANDING 6th ADDITION. Roll call vote – all ayes. Motion carried. Update on the Yellow Ribbon Network Council Member Chuck Haas reported to Council on the Yellow Ribbon Network activities held recently. He shared pictures of a deployment luncheon for 70 soldiers, who were headed to the Middle East, and their families. There was a photo of a “thank you” note for coffee and doughnuts from airmen who were deployed in January for the Presidential Inauguration. Haas displayed a flyer for a memorial hunt that was held on March 13 for an employee of Wild Wings who died of a heart condition a few years ago. The proceeds of the hunt went to the YRN. The YRN had been contacted to help with rental relief, car repairs, meals, and bobcat work to move a clothing donation box. Adjournment Klein made motion, Haas seconded, to adjourn at 7:48 p.m. Roll call vote – all ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk City of Hugo Claims April 5, 2021 G. 1 Vendor Invoice Amount Description Department 3D Specialties Inc 220936 1,434.28$ Street Sign Materials & Hardware Street Dept Able Hose & Rubber LLC 223377-001 64.00$ Repair Bands Water Utility Able Hose & Rubber LLC 223377-001 28.60$ Hose Repair Fire Dept Allied 100 LLC - AED Superstore 1854264 2,002.20$ AED Unit & Heart Smart Pads (Donation Monies) Fire Dept Allstream 17401344 103.66$ Fax Lines Administration American Water Works Assn 3620235 344.00$ 2021 Membership Dues - Scott Anderson Water Utility Aspen Equipment Company 10227179 320.75$ Parts for Plow Trucks Street Dept Aspen Mills 270233 188.50$ HFD Jacket Fire Dept Aspen Mills 270303 181.95$ HFD Shirts & Embroidery Fire Dept AutoNation Inc 34464 27.92$ Parts - Unit #115 Street Dept Batteries Plus Bulbs #031 P37414748 856.80$ Bulbs - FH LED Lighting Upgrade Fire Dept Batteries Plus Bulbs #031 P37421964 237.20$ Bulbs - CH LED Lighting Upgrade Gen Gov't Bldgs Blaine Brothers Inc 10004298597 95.97$ Equipment - Unit #107-20 Water & Sewer Blaine Brothers Inc 10004298771 89.18$ Parts - Unit #208 Street Dept Bound Tree Medical LLC 83965607 134.48$ Medical Supplies Fire Dept Bronk & Sons Low Voltage Inc BASLV 4839 360.00$ Annual Monitoring of City Hall Alarm System Gen Gov't Bldgs Canteen Refreshment Services MSP24446 80.31$ Breakroom Supplies Gen Gov't Bldgs Canteen Refreshment Services MSP24447 127.17$ Breakroom Supplies Public Works Cargill Incorporated 2906069253 4,430.19$ Salt for Snow & Ice Control Street Dept Cargill Incorporated 2906072758 4,405.98$ Salt for Snow & Ice Control Street Dept Cargill Incorporated 2906075622 4,352.17$ Salt for Snow & Ice Control Street Dept Cargill Incorporated 2906081766 4,344.99$ Salt for Snow & Ice Control Street Dept Cargill Incorporated 2906084670 4,430.19$ Salt for Snow & Ice Control Street Dept Cargill Incorporated 2906088038 2,103.89$ Salt for Snow & Ice Control Street Dept Cargill Incorporated 2906103284 4,440.96$ Salt for Snow & Ice Control Street Dept CC Stitcheri 3/18/2021 1,329.00$ Safety Gear Public Works CDW Government 8614099 65.05$ Cell Phone Accessories Public Works Center Frame and Wheel Inc 3/24/2021 296.07$ Repairs - Unit #108-04 Parks Dept Century Link 651 426-8763 69.68$ 911 Emergency Line Administration Cintas Corporation 5056005367 165.79$ First Aid Supplies Gen Gov't Bldgs Cintas Corporation 5056005367 198.95$ First Aid Supplies Public Works Comcast 2/19/2021 154.67$ Business Internet (thru March 27) Fire Dept Comcast 3/5/2021 2.25$ Business Internet (thru April 14) Fire Dept Comcast 3/12/2021 10.48$ Business Cable (thru April 21) Administration Comcast 116605330 244.88$ Business Internet (March) Administration Comcast 116605330 244.87$ Business Internet (March) Public Works Core & Main LP N816097 414.54$ Watermain Repair Bands Water Utility Core & Main LP N844876 32,791.00$ Radio Meters Water Utility Core & Main LP N875976 3,996.00$ Radio Meters Water Utility Cornerstone Occupational Health Spec. MAAS(H0000 85.00$ Personnel Testing Street Dept De Lage Landen Financial Services Inc 71662845 311.37$ March Copier Lease Payment Administration Earl F. Andersen 0125876-IN 147.35$ Street Sign Plates Street Dept Emergency Apparatus Maintenance Inc 116501 717.79$ NFPA Pump Test & Repairs - Unit #E1 Fire Dept Emergency Apparatus Maintenance Inc 116539 342.01$ Repairs - Unit #L1 Fire Dept Emergency Apparatus Maintenance Inc 116647 453.15$ Repairs - Unit #E1 Fire Dept Emergency Automotive Technologies Inc MP031221-50 249.00$ Light Bar - Unit #342 Street Dept Game Time PJI-0154539 1,537.43$ Slide Replacement Parts & Hardware - Oneka Parks Dept Gard Specialists Co Inc 134591 458.04$ Grinding Discs & Wheels Public Works Hoernemann, Ross CLAIM 447.31$ Fire Department Meeting Supplies Fire Dept Holiday Companies 91007004 37.92$ Fuel Public Works Holiday Companies 203108004 20.73$ Fuel Fire Dept Hugo Equipment Company 161784 511.57$ Echo Backpack Blower - Unit #487 Parks Dept Hugo Equipment Company 164246 508.39$ Stihl Pole Saw - Unit #436 Street Dept Hugo Equipment Company 164449 45.96$ Small Engine Oil Parks Dept Ideal Service Inc 11012 730.99$ Air Compressor Repair Public Works Innovative Office Solutions LLC IN3290683 189.70$ Copy Paper Administration Innovative Office Solutions LLC IN3290683 166.44$ Labels & Binder Clips Administration Innovative Office Solutions LLC IN3290683 10.48$ Breakroom Supplies Gen Gov't Bldgs Innovative Office Solutions LLC IN3297677 179.99$ Toner Cartridges Finance Dept Innovative Office Solutions LLC IN3297677 25.35$ Binders Administration Instrumental Research Inc 3190 100.00$ Water Bacteria Testing Water Utility Johnson/Turner February 4,829.00$ Prosecution Fees (Flat Fee) General Legal Johnson/Turner February 294.95$ Disbursements (Prosecution Costs) General Legal Johnson/Turner February 5,513.75$ Civil Legal Fees - See Attached Breakdown General Legal Lawson Products 9308282529 408.84$ Bulk Hardware Supplies Public Works Lawson Products 9308286536 351.69$ Bulk Hardware Supplies Public Works Lawson Products 9308312171 936.47$ Bulk Hardware Supplies Public Works Lawson Products 9308312172 841.91$ Bulk Hardware Supplies Public Works Lindau, Michele CLAIM 749.50$ Zoom Video Conferencing Software Renewal Administration Page 1 City of Hugo Claims April 5, 2021 G. 1 Vendor Invoice Amount Description Department Loffler Companies Inc 3660290 253.80$ March Copier Service Payment Administration Lube-Tech & Partners LLC 2557580 100.00$ Used Oil Pick Up Public Works MacQueen Equipment Inc W07997 2,934.37$ Repairs - Unit #209 Sewer Utility Menards 59090 8.49$ Shop Supplies Public Works Menards 59091 4.99$ Electrical Outlet Fire Dept Menards 59148 28.14$ Fire Department Supplies Fire Dept Menards 59292 104.74$ Fire Department Supplies Fire Dept Millard, Doug CLAIM 32.14$ Supplies - Unit #ATV1 (Boat World) Fire Dept Millard, Doug CLAIM 73.08$ Mileage to Pickup Supplies - Unit #ATV1 (Boat World) Fire Dept Minnesota Cleaning Services Inc 0421HH01 605.00$ March Cleaning Service Gen Gov't Bldgs Minnesota Cleaning Services Inc 0421HH03 500.00$ March Cleaning Service Public Works Minnesota Cleaning Services Inc 0421HH03 450.00$ March Cleaning Service Fire Dept Minnesota Cleaning Services Inc 0421HH02 100.00$ March Cleaning Service - Hanifl Parks Dept Minnesota Department of Health 14779 23.00$ Water Operator Renewal - Neal Nelson Water Utility Minnesota State Fire Chiefs Association 935 235.00$ 2020 FOTOS Conference Registration - Hoernemann Fire Dept Minnesota State Fire Chiefs Association 2226 100.00$ 2021 Membership Dues (1) Fire Dept Minnesota State Fire Chiefs Association 2226 540.00$ 2021 Membership Dues (9) Fire Dept Northern Door Company 68511 136.00$ Garage Door Repairs Public Works Oertel Architects 20-01.10 8,000.00$ Public Works Facility Public Works O'Reilly Auto Parts 5914-153497 24.46$ Shop Supplies Public Works Otter Lake Animal Care Center 210166 500.00$ Boarding & Rescue Fees Animal Control Otter Lake Animal Care Center 210981 250.00$ Boarding & Rescue Fees Animal Control Oxygen Service Company 3488379 49.28$ Welding Supplies Public Works Oxygen Service Company 8421602 395.67$ Welding Supplies Public Works Pettee, Kraig CLAIM 169.99$ Work Boot Reimbursement Water & Sewer Press Publications 695402 90.75$ Planning Commission Public Hearing Notice Ordinances/Proceedings Signature Lighting Inc 1254 1,118.09$ Streetlight Repairs Street Dept Signature Lighting Inc 1256 2,242.91$ Streetlight Repairs Street Dept Snap-On Industrial ARV / 47209417 455.11$ Shop Tools Public Works Snap-On Industrial ARV / 47346905 229.83$ Shop Tools Public Works Snap-On Industrial ARV / 47420338 307.95$ Shop Tools Public Works Stepp Mfg 58876 114.00$ Parts - Unit #308-19 Street Dept Sun Life Financial April 1,038.11$ Disability Premium Finance Dept T-Mobile 870254054 910.62$ Cellular Phone Charges Various T-Mobile 870254054 269.99$ Equipment Purchases Public Works Toshiba Financial Services 5014302802 175.23$ April Copier Lease Payment Fire Dept Toshiba Financial Services 5014302802 1.62$ Overage Charges (B & W) Fire Dept Toshiba Financial Services 5014302802 10.00$ Overage Charges (Color) Fire Dept Tri-State Bobcat A84558 181.96$ Parts - Unit #304-A Street Dept Tri-State Bobcat A84885 2,455.50$ Parts - Unit #304-A Street Dept UniFirst Corporation 090 0611881 135.30$ Uniform, Supplies & Floor Mat Services (PW) Public Works UniFirst Corporation 090 0613194 147.38$ Uniform, Supplies & Floor Mat Services (PW) Public Works UniFirst Corporation 090 0614512 135.30$ Uniform, Supplies & Floor Mat Services (PW) Public Works Verizon Wireless 9874798825 1,073.55$ Cellular Phone Charges Various Viking Electric Supply Inc S00452947.001 32.49$ Fluke Voltage Tester Public Works Walser Polar Chevrolet 60429P22 89.70$ Parts - Unit #114 Street Dept Walser Polar Chevrolet 60430P22 9.80$ Parts - Unit #108-04 Parks Dept Walser Polar Chevrolet 60431P22 147.00$ Parts - Unit #114 Street Dept Walser Polar Chevrolet 60472P22 24.50$ Parts - Unit #114 Street Dept Walser Polar Chevrolet 60530P22 204.20$ Parts - Unit #114 Street Dept Walser Polar Chevrolet CM60431P22 (24.50)$ Parts - Unit #114 (Returned) Street Dept Water Conservation Service Inc 11213 304.50$ Watermain Leak Locates (145th Street) Water Utility Winnick Supply 426512 50.37$ Steel Public Works Winnick Supply 426512 36.76$ Welding Supplies Public Works Winnick Supply 426768 23.28$ Steel - Unit #484 Parks Dept Zack's Inc 34814 402.50$ Pressure Washer Soap Fire Dept Ziegler Inc IN000028310 880.20$ Parts - Unit #326 Street Dept 125,262.80$ Total Claims for April 5, 2021 Page 2 S:\Administration\City Council\2021 City Council Meetings\Scans\2021.04.05\MEMO_CouncilMtg04062021_CR8_CWF_grant.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum To: Honorable Mayor and City Council City of Hugo, MN From: Mark Erichson, PE City Engineer Date: March 29, 2021 Re: County Road 8 2020 BWSR Clean Water Fund Grant Agreement WSB Project No. 012692-000 The City of Hugo has authorized preparation of plans and specifications for the final design of the County Road 8 Stormwater Reuse Project. The overall project area is represented in the attached figure labeled County Road 8 Reuse Project Irrigation Area. The City has received the following grants for the project: Rice Creek Watershed District Urban Stormwater Remediation Cost-Share Program in the amount of $176,000 Metropolitan Council Stormwater Grant program in the amount of $50,000 The City was notified in December 2020 that they have been awarded funding from the Board of Soil and Water Resources (BWSR) in the amount of $392,400 for the project. The City and WSB staff have continued working on administrative procedures for the grant in 2021, and the workplan for the grant was approved by BWSR in March 2021. See attached workplan for the project’s estimated costs and activity details. The BWSR Clean Water Fund Grant will be used primarily for Construction activities. The total project cost is estimated to be $729,000, with approximately 85% of the cost coming from Grant funds. The City share of the project cost is $110,600. As part of the Clean Water Fund grant agreement, the City must not begin work under this grant until it the agreement is executed. The funds for this grant expire on December 31, 2023. The agreement requires the installation of signage as provided in Minnesota Laws 2010, Chapter 361, Article 3, Section 5(b) for Clean Water Projects, and all signage must represent BWSR and the Clean Water Fund program as a funding partner. The Grant Agreement is enclosed for Council review and consideration of approval. Staff has prepared the enclosed Resolution Authorizing The Board of Soil and Water Resources 2021 Clean Water Fund Grant Agreement for the County Road 8 Stormwater Reuse Project, and recommends approval of the grant agreement in the amount of $392,400 2021. Report created on:3/31/21 Page 1 of 5 Grant Workplan Projects and Practices 2021 Grant Title - City of Hugo County Road 8 Stormwater Reuse Project Grant ID - C21-2155 Organization - Hugo, City of Original Awarded Amount $392,400.00 Grant Execution Date Required Match Amount $98,100.00 Original Grant End Date 12/31/2023 Required Match % 25% Grant Day To Day Contact Madison Rogers Current Awarded Amount $392,400.00 Current End Date 12/31/2023 Budget Summary Budgeted Spent Balance Remaining Total Grant Amount $392,400.00 $0.00 $392,400.00 Total Match Amount $176,000.00 $0.00 $176,000.00 Total Other Funds $170,500.00 $0.00 $170,500.00 Total $738,900.00 $0.00 $738,900.00 *Grant balance remaining is the difference between the Awarded Amount and the Spent Amount. Other values compare budgeted and spent amounts. Budget Details Activity Name Activity Category Source Type Source Description Budgeted Spent Last Transaction Date Matching Fund County Road 8 Stormwater Reuse Construction Urban Stormwater Management Practices Current State Grant City of Hugo County Road 8 Stormwater Reuse Project $392,400.0 0 N Report created on:3/31/21 Page 2 of 5 Activity Name Activity Category Source Type Source Description Budgeted Spent Last Transaction Date Matching Fund County Road 8 Stormwater Reuse Construction Urban Stormwater Management Practices Local Fund City Stormwater Utility Fund $38,100.00 N County Road 8 Stormwater Reuse Construction Urban Stormwater Management Practices Local Fund MCES Grant $50,000.00 N County Road 8 Stormwater Reuse Construction Urban Stormwater Management Practices Local Fund RCWD Stormwater Management Grant Program $176,000.0 0 Y Grant Administration Administration /Coordination Local Fund City Stormwater Utility Fund $9,000.00 N Operations and Maintenance Plan Urban Stormwater Management Practices Local Fund City Stormwater Utility Fund $6,200.00 N Stormwater Education Display Education/Info rmation Local Fund City Stormwater Utility Fund $3,000.00 N Technical Engineering Technical/Engi neering Assistance Local Fund City Stormwater Utility Fund $64,200.00 N Activity Details Summary Activity Details Total Action Count Total Activity Mapped Proposed Size / Unit Actual Size / Unit Proposed Activity Indicators Report created on:3/31/21 Page 3 of 5 Activity Name Indicator Name Value & Units Waterbody Calculation Tool Comments Hugo County Road 8 Stormwater Reuse Project PHOSPHORUS (EST. REDUCTION) 13.5 LBS/YR Peltier Lake Other Water Balance Calculator Grant Activity Grant Activity - County Road 8 Stormwater Reuse Construction Description This activity includes the construction of all project components proposed for the County Road 8 Stormwater Reuse system, including pump station with filtration system, operational controls, wet well structure, pump intake, non-potable watermain, irrigation system improvements, and trail/waking path restoration in areas where it is damaged due to construction of the reuse system. The proposed project will remove approximately 13.5 lbs per year of total phosphorus from the watershed of the downstream impaired waterbody, Peltier Lake. The phosphorus reduction proposed with this project will align with the TMDL plan for Peltier Lake to reduce nutrient loading to the waterbody through volume reduction. The project will conserve approximately 14 million gallons of water per year by reducing the total amount of groundwater that is pumped for irrigation. This will allow the City to move closer to their goals for maximum day peaking factor. The City of Hugo has retained WSB as the engineer for this project. WSB serves as the City's regular consulting engineer and has experience with the design of similar systems. The City of Hugo will serve as the "Owner" for the construction contract. All project components are to be located on property or rights-of-way owned by the City of Hugo. The City of Hugo will operate and maintain the reuse project throughout its entire 25-yr effective life. Category URBAN STORMWATER MANAGEMENT PRACTICES Has Rates and Hours? No Grant Activity - Grant Administration Description WSB will complete all necessary grant administration activities, some of which include: compliance, reporting, and communication with project partners and funding management. WSB Graduate Engineer Madison Rogers, on behalf of City of Hugo, will be taking care of the grant administration for the project. Category ADMINISTRATION/COORDINATION Has Rates and Hours? No Report created on:3/31/21 Page 4 of 5 Grant Activity - Operations and Maintenance Plan Description The City and WSB will develop an Operations and Maintenance Plan during final design and construction. This document will outline the following: a description of the system, an overview of system operations, pump station startup and winterization procedures, daily/weekly/monthly/annually operation and maintenances activities, and monitoring activities. The City's Public Works department will be responsible for the implementation oof the operation and maintenance plan for the reuse system for its 25-yr effective lifespan. Category URBAN STORMWATER MANAGEMENT PRACTICES Has Rates and Hours? No Grant Activity - Stormwater Education Display Description This activity covers the development and implementation of all public education, outreach and communication initiatives for this project including, but not limited to, publications and installation of signage at the site. Activities will be carried out by WSB and City Staff. The educational signage will be primarily developed by WSB and outreach will be primarily completed by City Staff. All activities are anticipated to be coordinated with assistance from other project partners, including RCWD, MCES, and the Hugo Gardens and Keystone Place developments. Category EDUCATION/INFORMATION Has Rates and Hours? No Report created on:3/31/21 Page 5 of 5 Grant Activity - Technical Engineering Description This activity involves working with project partners to expand upon the preliminary planning and design work that has already been completed by WSB and the City of Hugo. All plan development, permitting (if needed), bidding, contract management are included here. These activities will be undertaken by WSB and the City of Hugo. WSB employs licensed Professional Engineers, has experience with the design of similar systems, and has successfully filled similar rolls for the City of Hugo and other LGU clients. Contractor selection of this project will be completed via a sealed competitive bid process, consistent with MN Statutes. Construction inspection and survey will be completed by the WSB and the City. Construction observers from WSB and the City will be onsite during construction to ensure construction activities are consistent with the plans and specifications for the proposed CSAH 8 Stormwater Reuse System. The City's Publics Works Department will be responsible for the operation and maintenance of the reuse system. Category TECHNICAL/ENGINEERING ASSISTANCE Has Rates and Hours? No Grant Attachments Document Name Document Type Description 2021 Competitive Grant Grant Agreement 2021 Competitive Grant - Hugo, City of Application Workflow Generated Workflow Generated - Application - 08/17/2020 Hugo County Road 8 Stormwater Reuse Project Grant City of Hugo County Road 8 Stormwater Reuse Project Work Plan Workflow Generated Workflow Generated - Work Plan - 03/08/2021 Work Plan Workflow Generated Workflow Generated - Work Plan - 12/17/2020 Page 1 of 5 FY 2021 STATE OF MINNESOTA BOARD OF WATER and SOIL RESOURCES CLEAN WATER FUND COMPETITIVE GRANTS PROGRAM GRANT AGREEMENT Vendor: 0000201592 PO#: 3000013047 This Grant Agreement is between the State of Minnesota, acting through its Board of Water and Soil Resources (Board) and Hugo, City of, 14669 Fitzgerald Ave N Hugo Minnesota 550389367 (Grantee). This grant is for the following Grant Programs : C21-2155 City of Hugo County Road 8 Stormwater Reuse Project $392,400 Total Grant Awarded: $392,400 Recitals 1. The Laws of Minnesota 2019, 1st Special Session, Chapter 2, Article 2, Section 7(b)&(j), appropriated Clean Water Funds (CWF) to the Board for the FY 2021 Clean Water Fund Projects & Practices Grants. 2. The Board adopted the FY21 Clean Water Fund Competitive Grant Policy and authorized the FY21 Clean Water Fund Competitive Grants Program through Board Order #20-26. 3. The Board adopted Board Order #20-54 to allocate funds for the FY 2021 Clean Water Fund Competitive Grants Program. 4. The Grantee has submitted a Board approved work plan for this Program, which is incorporated into this Grant Agreement by reference. 5. The Grantee represents that it is duly qualified and agrees to perform all services described in this Grant Agreement to the satisfaction of the Board. 6. As a condition of the grant, Grantee agrees to minimize administration costs. Authorized Representative The State’s Authorized Representative is Marcey Westrick, Clean Water Coordinator, BWSR, 520 Lafayette Road North, Saint Paul, MN 55155, 651-284-4153, or her successor, and has the responsibility to monitor the Grantee’s performance and the authority to accept the services and performance provided under this Grant Agreement. The Grantee’s Authorized Representative is: TITLE ADDRESS CITY TELEPHONE NUMBER If the Grantee’s Authorized Representative changes at any time during this Grant Agreement, the Grantees must immediately notify the Board. Grant Agreement 1. Terms of the Grant Agreement. 1.1. Effective date: The date the Board obtains all required signatures under Minn. Stat. § 16B.98, Subd. 5. The Board will notify the Grantee when this Grant Agreement has been executed. The Grantee must not begin work under this Grant Agreement until it is executed. 1.2. Expiration date: December 31, 2023, or until all obligations have been satisfactorily fulfilled, whichever comes first. 1.3. Survival of Terms: The following clauses survive the expiration date or cancellation of this Grant Agreement: 7. Liability; 8. State Audits; 9. Government Data Practices; 11. Publicity and Endorsement; 12. Governing Law, Jurisdiction, and Venue; 14. Data Disclosure; and 19. Intellectual Property Rights. Page 2 of 5 2. Grantee’s Duties. The Grantee will comply with required grants management policies and procedures set forth through Minn. Stat § 16B.97,Subd.4(a)(1). The Grantee is responsible for the specific duties for the Program as follows: 2.1. Implementation: The Grantee will implement their work plan, which is incorporated into this Grant Agreement by reference. 2.2. Reporting: All data and information provided in a Grantee’s report shall be considered public. 2.2.1. The Grantee will submit an annual progress report to the Board by February 1 of each year on the status of Program implementation by the Grantee. Information provided must conform to the requirements and formats set by the Board. All individual grants over $500,000 will also require a reporting expenditure by June 30 of each year. 2.2.2. The Grantee will prominently display on its website the Clean Water Legacy Logo and a link to the Legislative Coordinating Commission website. 2.2.3. Final Progress Report: The Grantee will submit a final progress report to the Board by February 1, 2024 or within 30 days of completion of the project, whichever occurs sooner. Information provided must conform to the requirements and formats set by the Board. 2.3. Match: The Grantee will ensure any local match requirement will be provided as stated in Grantee’s approved work plan. 3. Time. The Grantee must comply with all the time requirements described in this Grant Agreement. In the performance of this Grant Agreement, time is of the essence. 4. Terms of Payment. 4.1. Grant funds will be distributed in three installments: 1) The first payment of 50% will be distributed after the execution of the Grant Agreement. 2) The second payment of 40% will be distributed after the first payment of 50% has been expended and reporting requirements have been met. An eLINK Interim Financial Report that summarizes expenditures of the first 50% must be signed by the Grantee and approved by the Board. Selected grantees may be required at this point to submit documentation of the expenditures reported on the Interim Financial Report for verification. 3) The third payment of 10% will be distributed after the grant has been fully expended and reporting requirements are met. The final, 10% payment must be requested within 30 days of the expiration date of the Grant Agreement. An eLINK Final Financial Report that summarizes final expenditures for the grant must be signed by the Grantee and approved by the Board. 4.2. All costs must be incurred within the grant period. 4.3. All incurred costs must be paid before the amount of unspent funds is determined. Unspent grant funds must be returned within 30 days of the expiration date of the Grant Agreement. 4.4. The obligation of the State under this Grant Agreement will not exceed the amount listed above. 4.5. This grant includes an advance payment of 50% of the grant’s total amount. Advance payments allow the Grantee to have adequate operating capital for start-up costs, ensure their financial commitment to landowners and contractors, and to better schedule work into the future. 5. Conditions of Payment. 5.1. All services provided by the Grantee under this Grant Agreement must be performed to the Board’s satisfaction, as set forth in this Grant Agreement and in the Board approved work plan for this Program. Compliance will be determined at the sole discretion of the State’s Authorized Representative and in accordance with all applicable federal, State, and local laws, policies, ordinances, rules, FY21 Clean Water Fund Competitive Grant Policy, and regulations. The Grantee will not receive payment for work found by the Board to be unsatisfactory or performed in violation of federal, State or local law. 5.2. Minnesota Statutes §103C.401 (2018) establishes the Board’s obligation to assure program compliance. If the noncompliance is severe, or if work under the Grant Agreement is found by the Board to be unsatisfactory or performed in violation of federal, State, or local law, the Board has the authority to require the repayment of grant funds or withhold payment on grants from other programs. 6. Assignment, Amendments, and Waiver 6.1. Assignment. The Grantee may neither assign nor transfer any rights or obligations under this Grant Agreement without the prior consent of the Board and a fully executed Assignment Agreement, executed and approved by the same parties who executed and approved this Grant Agreement, or their successors in office. 6.2. Amendments. Any amendments to this Grant Agreement must be in writing and will not be effective until it has been approved and executed by the same parties who approved and executed the original Grant Agreement, or their successors in office. Amendments must be executed prior to the expiration of the original Grant Agreement or any amendments thereto. Page 3 of 5 6.3. Waiver. If the Board fails to enforce any provision of this Grant Agreement, that failure does not waive the provision or its right to enforce it. 7. Liability. The Grantee must indemnify, save, and hold the State, its agents, and employees harmless from any claims or causes of action, including attorney’s fees incurred by the State, arising from the performance of this Grant Agreement by the Grantee or the Grantee’s agents or employees. This clause will not be construed to bar any legal remedies the Grantee may have for the State’s failure to fulfill its obligations under this Grant Agreement. 8. State Audits. Under Minn. Stat. § 16B.98, Subd. 8, the Grantee’s books, records, documents, and accounting procedures and practices of the Grantee or other party relevant to this Grant Agreement or transaction are subject to examination by the Board and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this Grant Agreement, receipt and approval of all final reports, or the required period of time to satisfy all State and program retention requirements, whichever is later. 8.1. The books, records, documents, accounting procedures and practices of the Grantee and its designated local units of government and contractors relevant to this grant, may be examined at any time by the Board or Board’s designee and are subject to verification. The Grantee or delegated local unit of government will maintain records relating to the receipt and expenditure of grant funds. 9. Government Data Practices. The Grantee and State must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by the State under this Grant Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Grantee under this Grant Agreement. The civil remedies of Minn. Stat. § 13.08 apply to the release of the data referred to in this clause by either the Grantee or the State. 10. Workers’ Compensation. The Grantee certifies that it is in compliance with Minn. Stat. § 176.181, Subd. 2, pertaining to workers’ compensation insurance coverage. The Grantee’s employees and agents will not be considered State employees. Any claims that may arise under the Minnesota Workers’ Compensation Act on behalf of these employees and any claims made by any third party as a consequence of any act or omission on the part of these employees are in no way the State’s obligation or responsibility. 11. Publicity and Endorsement. 11.1. Publicity. Any publicity regarding the subject matter of this Grant Agreement must identify the Board as the sponsoring agency. For purposes of this provision, publicity includes notices, informational pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Grantee individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from this Grant Agreement. 11.2. Endorsement. The Grantee must not claim that the State endorses its products or services 12. Governing Law, Jurisdiction, and Venue. Minnesota law, without regard to its choice-of-law provisions, governs this Grant Agreement. Venue for all legal proceedings out of this Grant Agreement, or its breach, must be in the appropriate State or federal court with competent jurisdiction in Ramsey County, Minnesota. 13. Termination. 13.1. The Board may cancel this Grant Agreement at any time, with or without cause, upon 30 days’ written notice to the Grantee. Upon termination, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. 13.2. In the event of a lawsuit, an appropriation from a Clean Water Fund is canceled to the extent that a court determines that the appropriation unconstitutionally substitutes for a traditional source of funding. 13.3. The Board may immediately terminate this Grant Agreement if the Board finds that there has been a failure to comply with the provisions of this Grant Agreement, that reasonable progress has not been made or that the purposes for which the funds were granted have not been or will not be fulfilled. The Board may take action to protect the interests of the State of Minnesota, including the refusal to disburse additional funds and requiring the return of all or part of the funds already disbursed. Page 4 of 5 14. Data Disclosure. Under Minn. Stat. § 270C.65, Subd. 3, and other applicable law, the Grantee consents to disclosure of its social security number, federal employer tax identification number, and/or Minnesota tax identification number, already provided to the State, to federal and State tax agencies and State personnel involved in the payment of State obligations. These identification numbers may be used in the enforcement of federal and State tax laws which could result in action requiring the Grantee to file State tax returns and pay delinquent State tax liabilities, if any. 15. Prevailing Wage. It is the responsibility of the Grantee or contractor to pay prevailing wage for projects that include construction work of $25,000 or more, prevailing wage rules apply per Minn. Stat. §§ 177.41 through 177.44. All laborers and mechanics employed by grant recipients and subcontractors funded in whole or in part with these State funds shall be paid wages at a rate not less than those prevailing on projects of a character similar in the locality. Bid requests must state the project is subject to prevailing wage. 16. Municipal Contracting Law. Per Minn. Stat. § 471.345, grantees that are municipalities as defined in Subd. 1 of this statute must follow the Uniform Municipal Contracting Law. Supporting documentation of the bidding process utilized to contract services must be included in the Grantee’s financial records, including support documentation justifying a single/sole source bid, if applicable. 17. Constitutional Compliance. It is the responsibility of the Grantee to comply with requirements of the Minnesota Constitution regarding the use of Clean Water Funds to supplement traditional sources of funding. 18. Signage. It is the responsibility of the Grantee to comply with requirements for project signage as provided in Minnesota Laws 2010, Chapter 361, Article 3, Section 5(b) for Clean Water Fund projects. 19. Intellectual Property Rights. The State owns all rights, title, and interest in all of the intellectual property rights, including copyrights, patents, trade secrets, trademarks, and service marks in the Works and Documents created and paid for under this grant. Works means all inventions, improvements, discoveries, (whether or not patentable), databases, computer programs, reports, notes, studies, photographs, negatives, designs, drawings, specifications, materials, tapes, and disks conceived, reduced to practice, created or originated by the Grantee, its employees, agents, and subcontractors, either individually or jointly with others in the performance of this grant. Work includes “Documents.” Documents are the originals of any databases, computer programs, reports, notes, studies, photographs, negatives, designs, drawings, specifications, materials, tapes, disks, or other materials, whether in tangible or electronic forms, prepared by the Grantee, its employees, agents or subcontractors, in the performance of this grant. The Documents will be the exclusive property of the State and all such Documents must be immediately returned to the State by the Grantee upon completion or cancellation of this grant at the State’s request. To the extent possible, those Works eligible for copyright protection under the United State Copyright Act will be deemed to be “works made for hire.” The Grantee assigns all right, title, and interest it may have in the Works and the Documents to the State. The Grantee must, at the request of the State, execute all papers and perform all other acts necessary to transfer or record the State’s ownership interest in the Works and Documents. Page 5 of 5 IN WITNESS WHEREOF, the parties have caused this Grant Agreement to be duly executed intending to be bound thereby. Approved: Hugo, City of Board of Water and Soil Resources By: _______________________________________ By: ____________________________________________ (print) _______________________________________ (signature) Title: _______________________________________ Title: ____________________________________________ Date: _______________________________________ Date: ____________________________________________ S:\Administration\City Council\2021 City Council Meetings\Scans\2021.04.05\RSLTN_Hugo_CWF2020Funds.docx RESOLUTION NO. A RESOLUTION AUTHORIZING THE BOARD OF SOIL AND WATER RESOURCES 2021 CLEAN WATER FUND GRANT AGREEMENT FOR THE COUNTY ROAD 8 STORMWATER REUSE PROJECT WHEREAS, it is proposed to construct the County Road 8 Stormwater Reuse Project that includes a pump station, irrigation system, and final surface restoration; and WHEREAS, the City of Hugo received notification of grant funding award as part of the Board of Soil and Water Resources Clean Water Fund Competitive Grants Program in the amount of $392,400; and WHEREAS, the City has received an approved workplan from the Board of Soil and Water Resources for the County Road 8 Stormwater Reuse Project for a total estimated project cost of $729,000, where the City of Hugo is responsible for approximately $110,600 of the total project cost. NOW THEREFORE BE IT RESOLVED BY THE COUNCIL OF THE CITY OF HUGO: 1. The County Road 8 Stormwater Reuse Project provides value to the residents and water resources of the City of Hugo. 2. The Board of Soil and Water Resources Clean Water Fund Grant terms are acceptable for the County Road 8 Stormwater Reuse Project and City of Hugo’s requirements. 3. Said agreement is hereby approved by this Resolution adopted April 5, 2021. Council members voting AYE: Council members voting NAY: Whereupon said resolution was declared passed and adopted this 5th day of April 2021. ________________________ Tom Weidt, Mayor ATTEST: ___________________________________ Michele Lindau, City Clerk 1 Michele Lindau Subject:FW: Amy Kriegshauser Status Good Morning! This has been a long time coming, so here it is. I wanted to take a few days and make sure my communication was neither reactionary nor impulsive. My time at Hugo Fire is officially coming to an end. (My employment will be ending as of the next city council meeting) I was cleared to go back to work, but was not cleared for all of the duties required of a firefighter. I am not able to perform to the level that is needed to to safely do the job. Coming back at less than full capacity isn’t fair to me or any of you. I appreciate all that the city has done for me in my nearly 8 years of service and would’ve stayed on the Fire Department indefinitely, if I could. I had so much pride in being a part of this team and the community in which we served. I was given an incredible opportunity to become both a firefighter and a paramedic in my time here. I am proud to say I served with some of the very best! Truth be told, it was more than just a job, more than just a uniform; it was a big part of my identity. We are a family at Hugo Fire; I didn't face this career ending injury alone. Your help, patience and support did not go unnoticed. I loved my job more than most, but the time has come to pass the torch to someone able to fulfill the duties required. I am sad to say goodbye, it is difficult to say the least. I am walking away with my head held high. I have had 2 surgeries, rehabs and recoveries. I left it all out there trying to come back and be a part of the team. I just couldn’t do it. I don't know what the future will hold for me, but I will still be around supporting your efforts from the sidelines. Thanks for everything! Amy Kriegshauser C:\Users\michele.lindau\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\PD3H9O9W\RSLTN- No Parking 032421 (002).doc RESOLUTION NO. A RESOLUTION 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 WHEREAS, the City Council of Hugo has planned improvements along 147th Street from Forest Boulevard (TH 61) to Oneka Parkway as part of the 2021 Downtown Street Improvement Project; and WHEREAS, the City of Hugo has ordered the project for the 2021 Downtown Street Improvement Project; and WHEREAS, the City of Hugo will be expending Municipal State Aid funds provided by the Minnesota Department of Transportation (MnDOT) on improvements along 147th Street; and WHEREAS, the improvements along 147th Street from Forest Boulevard (TH 61) to Oneka Parkway does not provide adequate width for parking on the street; and approval of the proposed construction as a Municipal State Aid Street project must therefore be conditioned upon certain parking restrictions. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Hugo, Minnesota, as follows: 1. The City of Hugo shall prohibit the parking of motor vehicles along 147th Street from Forest Boulevard (TH 61) to Oneka Parkway. This resolution was adopted by the City Council of the City of Hugo on the 5th day of April, 2021, by a vote of Ayes and Nays. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk (seal) CITY OF HUGO RESOLUTION NO. 2021- RESOLUTION RESCINDING THE LOCAL EMERGENCY WHEREAS, on March 13, 2020, Governor Walz issued Executive Order 20-01 declaring a peace time emergency and coordinating Minnesota's Strategy to Protect Minnesotans from COVID- 19; and, WHEREAS, on March 18, 2020, the Mayor determined a peace time emergency existed due to the COVID-19 health pandemic and declared the situation a local emergency; and WHEREAS, on March 20, 2020, the Council approved Resolution 2020-17, enacted under authority of MN Statutes 12.29 and 12.37, to extend the Mayor declared local emergency; and, WHEREAS, on March 15, 2021, the Hugo City Council discussed the COVID-19 pandemic and unanimously approved rescinding the City’s local emergency powers; and, NOW, THEREFORE, BE IT RESOLVED the City Council of the City of Hugo, Minnesota, rescinds the local emergency effective midnight, March 15, 2021. PASSED AND DULY ADOPTED by the City Council of the City of Hugo on this 5th day of April, 2021. ______________________________ Tom Weidt, Mayor ATTEST: _____________________________ Michele Lindau, City Clerk Agenda Number: G.7 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Emily Weber, Community Development Assistant SUBJECT: Xcel Energy: 414 Nicollet Mall, Minneapolis, MN 55401 – Variance and CUP Amendment for site located at 13620 Fenway Boulevard North DATE: March 31, 2021 for the City Council meeting of April 5, 2021 ZONING: Business Park (BP) LAND USE: Business Park (BP) 60-DAY REVIEW DEADLINE: April 30, 2021 1. PLANNING COMMISSION UPDATE: At its March 25, 2021 meeting, the Hugo Planning Commission held a public hearing and considered the variance and CUP Amendment request. There were no residents who spoke during the public hearing. The Planning Commission generally agreed that Xcel Energy training facility has been a benefit to the City of Hugo and did not think that the variance would noticeably alter the character of the site. The Planning Commission found that the applications meet all requirements necessary for approval and they unanimously approved the applications for Xcel Energy, subject to the conditions in the resolution. 2. BACKGROUND AND DESCRIPTION OF REQUEST: Xcel Energy currently owns and operates a training facility on property within the Bald Eagle Industrial Park. The site plan and conditional use permit were originally reviewed and approved by the Planning Commission and City Council in 2012 and later amended in 2017 to include a 12,000 square foot building addition. The overall site is used to train many different electric and gas utility operational disciplines, including electric distribution, substation, and gas distribution. The addition is used for indoor training exercises to compliment the electric and gas field training. The large open area of the site is utilized for hands-on training such as breaker maintenance, smaller transformers, load tap changers, direct transfer trip schemes and relay packages. Xcel Energy – Variance and CUP Amendment The applicant is proposing to construct additional training facilities to include a “mock” transmission line dedicated to training exercises for transmission line construction employees. This requires a conditional use permit amendment to amend the site plan for utility pole locations in the conditional use permit. The transmission line is proposed to have approximately 12 poles of various types, conductor, cross-arms, and hardware. The line will not be energized but is designed to provide valuable field experience and safety training. The applicant is also requesting a variance from the maximum building height for the training poles to be 72 feet tall, where 50 feet is required by ordinance for structures and buildings. The applicant has stated that the proposed facility design has reduced pole heights by 20-40% to that of live operational transmission facilities and that the proposed heights are the minimum needed for adequate training. One of the poles is proposed to be a small lattice tower, shown as pole number 5 on the site plan. 3. CONTEXT: A. Surrounding Land Use and Zoning The properties to the south are zoned Planned Unit Development (PUD) and are occupied by townhome developments. The properties to the east and north are zoned General Industrial (I-3) and are occupied by industrial businesses and a vacant parcel. The property to the west is zoned Large Lot Single Family Residential (R-1) and is occupied by the City owned Clearwater Creek Preserve Park. B. Existing Site Characteristics The property is 28.15 acres and consists of wetlands and wooded areas on the south and west sides of the property. The existing training center is located on the property. 4. ANALYSIS: A. Level of Discretion in Decision Making The City’s discretion in approving or denying a conditional use permit amendment is limited to whether or not the proposed application meets the standards outlined in the City’s Comprehensive Land Use Regulations. If it meets these standards, the City must then approve the conditional use permit. The City’s discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards in the ordinance. B. Conditional Use Permit Amendment The applicant is proposing to revise the site plan that was approved with the existing conditional use permit to include the expansion of the training facilities on site and the proposed transmission lines. Xcel Energy – Variance and CUP Amendment The comprehensive plan identifies this property as Business Park (BP). There are residential properties to the north and south of the building. The character of the area is for the most part industrial. There are buffers of woodland and landscaping between the site and the residential uses. There are business park uses to the north of the property. It’s in staff’s opinion that the proposed use is compatible with the character of the area. C. Variance The applicant is proposing to construct the outdoor training transmission poles at varying heights, with a maximum of 72 feet, where 50 feet is required by ordinance. Staff used the standards outlined in Section 90-38 of the City Code and found the following: (1) Law. The variance as requested is permissible by law. The proposed variance is permissible by law. (2) Practical Difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations. The term “Practical Difficulties” as used in the granting of a variance means: a. Reasonable Use. The property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance and; By adding to the existing training facilities, the applicant is proposing to use the property in a reasonable manner. The additional facilities will not drastically alter the use or intensity of the site and the site will remain a utility training facility. Additionally, the proposed transmission lines are not unlike existing, operable utility poles located throughout the City. It is in staff’s opinion that it is reasonable to request that the training transmission line be of similar height to existing live operational utility poles in order to ensure adequate training practices. b. Unique Circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The property is uniquely shaped and is surrounded by mature wooded areas to the west and south, effectively screening the existing training facilities from adjacent land uses, specifically the residential uses to the south. Additionally, the proposed transmission line consists of utility poles that are similar to existing live operational utility poles that are of similar heights. c. Character of Neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. The property is zoned Business Park and is surrounded by other, existing business park uses. Additionally, the property is buffered and screened from adjacent residential developments by existing wooded areas and wetlands and will not alter the character of Xcel Energy – Variance and CUP Amendment the neighborhood. The additional training facilities will not drastically change the appearance of the site. It is in staff’s opinion that it is reasonable for the applicant to request training facilities that are similar to existing live operational utility poles to ensure adequate training opportunities. The proposed transmission line will not noticeably alter the character of the neighborhood as they will be located behind the principal building and are not structures occupying a large footprint. Additionally, utility poles are common throughout the City. (3) Spirit and Intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the City’s Comprehensive Plan. The spirit and intent of the ordinance is to allow the training center on site. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The training center is a permitted use in the Business Park zoning district. (5) Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The property is not located within a FEMA designated floodplain. The proposed utility pole locations have been reviewed and approved by the City’s wetland specialist. (6) Septic and Well Compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The property is served by City sewer and water. It is in staff’s opinion that the application meets the criteria outlined in the City Code to approve a variance. 5. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the CUP amendment and variance as outlined in the City Code and zoning district regulations, subject to the conditions listed in the attached resolutions. 6. PLANNING COMMISSION RECOMMENDATION: The Hugo Planning Commission recommends approval of the CUP amendment and variance for Xcel Energy training facilities located at 13620 Fenway Boulevard North. Xcel Energy – Variance and CUP Amendment ATTACHMENTS: 1. Location Map 2. Variance Resolution 3. CUP Resolution 4. Revised Conditional Use Permit 5. Site Plan and Elevations Forest Boulevard NorthFenway Boulevard North140th Street North Fiona Avenue NorthEuropa Trail North137th Street North Europa Court NorthFinale Avenue North1 3 0th W a y N orthFenway Avenue NorthFabl e Road Nor t hFlay Avenue North134th Street NorthFable Hill Circle NorthFerrara Avenue North141st Street North F ondant T rail N orthEuropa Trail Way North132nd Way North141st Circle NorthFiona Circle North Flay Avenue NorthFlay Avenue NorthXcel Energy CUP Amendment and Variance Location Map Hugo, MN Site Roads Hugo Border Parcel Boundary ¯0 625Feet1 in = 625 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\Xcel Energy CUP and Variance.mxdSite RESOLUTION 2021 - XX APPROVING A VARIANCE FROM THE MAXIMUM BUILDING HEIGHT FOR A TRANSMISSION TRAINING LINE ON PROPERTY LOCATED AT 13620 FENWAY BOULEVARD WHEREAS, Xcel Energy has requested approval of a variance to allow transmission training poles to be up to 72 feet in height, where 50 feet is required by ordinance: See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called public hearing on March 25, 2021, and recommends approval with the following findings and conditions: 1. The proposed facilities shall be in adherence to the site plan dated February 5, 2021. 2. The proposed variance is permissible by law. 3. The applicant is proposing to use the property in a reasonable manner. This is reasonable use of the property as it is consistent with the existing facilities and use on site. 4. The variance will not noticeably change the character of the area. 5. There are practical difficulties in meeting the ordinance standards. 6. The spirit and intent of the ordinance is to allow the training center on site. 7. The property is not located within a floodplain area. 8. The property is served by City sewer and water. Resolution 2021-xx Page 2 NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the variance request for Xcel Energy to allow transmission training poles to be up to 72 feet in height, where 50 feet is required by ordinance, on property located at 13620 Fenway Boulevard North. ADOPTED by the City Council this 5th day of April, 2021. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk RESOLUTION 2021-XX APPROVING A CONDITIONAL USE PERMIT AMENDMENT FOR XCEL ENERGY TO AMEND THE SITE PLAN FOR THE PROPERTY LOCATED AT 13620 FENWAY BOULEVARD NORTH WHEREAS, Xcel Energy has requested approval of a conditional use permit amendment to amend the site plan for the property located at 13620 Fenway Boulevard North and is legally described as follows: (See Attached) WHEREAS, the site plan is in accordance with the variance to allow transmission training poles to be up to 72 feet in height, where 50 feet is required by ordinance. WHEREAS, a conditional use permit was approved on August 7, 2017, for an exterior storage area and outdoor electric and gas training area; WHEREAS, it is the desire of the applicant to amend the conditional use permit approved on August 7, 2017, to revise the permit and to supersede all other prior conditional use permit approvals. WHEREAS, the Planning Commission has reviewed said conditional use permit amendment at a duly called public hearing on March 25, 2021, and recommends approval subject to the conditions listed in the conditional use permit. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit amendment for Xcel Energy on the property located at 13620 Fenway Boulevard North with the following findings: 1. The development shall comply with the site plan dated February 5, 2021 (Exhibit B). 2. The plans shall be revised to ensure pole #5 is not located within the existing drainage and utility easement. Plans shall be reviewed and approved by staff. 3. Prior to the issuance of a building permit, exact locations of poles and final project plans shall be reviewed and approved by staff. Resolution 2021-XX Page 2 ADOPTED by the City Council this 5th day of April, 2021. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: April 5, 2021 OWNER: Xcel Energy Inc. 414 Nicollet Mall Minneapolis, MN 55401 ADDRESS FOR WHICH CUP IS GRANTED: 13620 Fenway Boulevard North LEGAL DESCRIPTION: See Exhibit A ZONING DISTRICT: Business Park (BP) THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: An amendment to the site plan to include a new transmission line for training. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The conditional use permit is hereby amended to include the site plan dated February 5, 2021 showing the location of the added transmission line for training. 2. The conditional use permit shall comply with the following conditions: a. The development shall comply with the comments in the Engineer’s memo dated December 1, 2011, May 15, 2012, October 29, 2012, and July 7, 2017. b. The location and geometrics of the site plan shall further reviewed and approved by City staff prior to the issuance of a building permit. c. All exterior storage shall be screened from view from adjacent properties and right of ways. Staff shall review and approve the fencing and landscape plan. d. Exterior storage of equipment shall be located on a paved surface. e. The design of the home simulators shall be reviewed and approved by City staff prior to installation. f. The building architecture is subject to further review and approval by the City. g. At any time the fumes from the outdoor gas training becomes a nuisance; Xcel shall take action to abate the issue. At anytime as requested by the City, Xcel agrees to notify the surrounding property owners of gas training. ______________________________ Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 2021, before me, a Notary Public, personally appeared Tom Weidt, Mayor 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, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. __________________________________________ Notary Public Dated: _____________, 2020. ___________________________________ Title___________________ STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this ____ day of ___________, 2020, before me, a Notary Public within and for said County, personally appeared _____________________, to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. ______________________________ Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 This Conditional Use Permit supersedes any Permits for this use that were previously recorded. R D R D R D R D R D R D RDRDS89°33'08"E 192.82 N00°11'56"E514.02316.23S72°15'08"E 19 6.0 0 S 5 3°5 5'4 3 " E 80.00S81°55'43"E 4 6 3 .0 0 N 5 8 °5 9 '3 8 "E 401.15S36°04'17"WL=224.94R=360.00∆=35°48'00"L=45.76∆=7°16'56"L=179.18∆=28°31'04"N02°35'40"E261.34N24°14'29"E123.72N00°10'29"E56.71N37°38'43"E 52.23 N21°10'26"E75.94N 1 2 °3 0 '5 6 "E 4 2 .9 8 N12°26'30"E106.20S89°33'08"E 895.01 643.98S00°16'17"W60.98 87.85 160.94 296.67 288.57 S89°33'08"E 1043.17 9 1 9 9 2 1 9229219 2 29219199 1 8 922 923 9 2 4 9269 2 7 9 2 8 9299319329339 2 9 9 2 3 9 2 2919 9 3 3 9 3 39 329 3 3 9329 2 4 9 2 4 9249249239229219 2 2 924 926 928 932 923 9 2 4 928 932 933 9 3 2 9 3 1 9 2 9 9 2 8 9279279 2 7 9289 3 1 9 3 2 9 3 3 9329339319 2 9931 9 2 9 9319319319 31931932 933932 9 3 3 932931 932 9319 3 2 933 921922923921922923924 924 922 922 924 923927921922922923924926927928931931929 9319 3 2 933 932931 9 2 0 9259209 2 5 920 93 0 920 930 9 3 0 930930930930920920 920 925920925930930930 GATEGATEG A T EGATE GATEGATEGATEFENCEF E N C E F E N C E FENCE FENCEF E N C E F E N C E FENCEGATEGATEMBTP6"6"6"4"5"8 "8"3" 3"3"3"3"3"3"3 " 3" 3" 3 "3"3" 3" 3" SP3" 4"SP3" 3" 3" 3 " 3" 3"3" 3"S P 3" 3" 3" SP3" 3" 3" SP3" 3" SP3"SP3" SP3"SP3" SP3" S P 3 "3" S P 3"S P 3 "SP2" 4" 3" 3" 3" 3" 3"3"3 " 3" 3" 3" 3" 3" 4" 3" 18" 9"EPE T E P E P E P E P E T E P E P E T E T E P E P E P ETE P E T EME P EME E EP EP ET ET E G M GMGMGM GMGMGMGM GAS G M GMGMGMGMGMGMG M T R E E LI N E T R E E LI N E S P KSP KS P K G M 1 2 3 4 5 1001 1002 1003 1004 2003 2002 2001 80' - 0"126' - 0"128' - 0"120' - 0"127' - 0"120' - 0"121' - 0"8 0 ' - 0 " 7 9 ' - 0 " 8 1 ' - 0 " 8 9 ' - 0 " LEGEND 1 1001or POLE LOCATIONSFENWAY BLVD NFENWAY BLVD NFE N W A Y B LV D C T N EXISTING TRAINING BARN EXISTING GAS + ELECTRICAL TRAINING EXISTING GAS TRAINING Project No. 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Project For Drawn By Checked By Date Consultants NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2020. All rights reserved. Sheet Issues / Revisions 2/5/2021 12:28:42 PM P:\Corporate\Xcel\Service Centers\Hugo Training Center\Tower Field Addition\Revit\00_Models\A20_Xcel_Hugo Line Workers Project.rvt XCEL ENERGY LINE WORKERS PROJECT 6263.315.02 TP - 02/05/2021 C101 SITE PLAN 1" = 60'-0"1 SITE PLAN 13620 FENWAY BLVD N HUGO, MN 55038 TRUE NORTH AERIAL SITE PHOTO W/ INSTALLATION No. Date Description PLS-CADD DRAWING 0+00 5+00 10+00 15+00 8008408809209601000104080084088092096010001040 PI 0°00'00" PI -0°02'10" PI 0°00'00" PI 0°00'00" PI 18°53'12" PI 90°35'06" PI 89°17'03" PI 0°00'00" 1 STA=0+00 PDF-1-060 2 STA=0+80 PDF-1-065 3 STA=1+59 PDF-1-055 4 STA=2+40 PDF-1-065 PDF-2-055 5 STA=3+29 TWR-FND-062 5 1001 STA=7+48 PDF-1-065 1002 STA=8+67 PDF-1-065 1003 STA=9+94 PST-EMB-075 1004 STA=11+15 PST-FND-065 2003 STA=11+95 3 PDF-1-065 2002 STA=13+23 2 PDF-3-060 2001 STA=14+49 2 PDF-1-055 80 79 81 121, 89 121, 89 120 127 120 80 128 126 EXISTING TOP OF TALLEST TREE EL. = APPROX. 1007` EXISTING TOP OF TALLEST BUILDING EL. = 974` FOR PERMITTING ONLY 2020-10-15 52 AGL 57 AGL 48 AGL 57 AGL 57 AGL 57 AGL 66 AGL 66 AGL 57 AGL 52 AGL 48 AGL SAME STRUCTURE 62 AGL DRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT OUTLOT B NEW DIST. POLES 1 2 3 4 5 1001 1002 1003 1004 2003 2002 2001 REV INTERNAL INFORMATION: DO NOT COPY OR DISTRIBUTE TO OTHERS WITHOUT EXPRESS WRITTEN CONSENT FROM XCEL ENERGY. THIS MAP/DOCUMENT IS A TOOL TO ASSIST EMPLOYEES IN THE PERFORMANCE OF THEIR JOB'S. YOUR PERSONAL SAFETY IS PROVIDED FOR BY USING SAFETY PRACTICES, PROCEDURES AND EQUIPMENT AS DESCRIBED IN THE SAFETY TRAINING PROGRAMS, MANUALS AND SPAR'S. TRANSMISSION ENGINEERING DEPARTMENT ISSUED BY ENGINEERING DEPT FOR: DATE WBS4 REVISION DESCRIPTION REV THIS PE SEAL IS ONLY APPLICABLE TO THE CURRENT CONSTRUCTION REVISION - - - - PRELIMINARY - - - - - - - - - - - - HUGO 10/16/2020 0 XXXXXX- 5 69/115 KV 1 TO 2001 OF 5 HUGO TRAINING FACILITY VERT. SCALEHORIZ. SCALE24.0 FT.60.0 FT.N Agenda Number: G.8 CITY OF HUGO CITY COUNCIL AGENDA REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: Scott Johnson. Property Line Adjustment for property located 9604 170th Street North. DATE: March 31, 2021, for the City Council Meeting of April 5, 2021 REVIEW DEADLINE: May 2, 2021 ZONING: Agricultural (AG) LAND USE: Agricultural (AG) 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of a property line adjustment for the properties located 9604 170th Street North. The applicant is proposing to adjust the common property line between the properties. The existing Parcel A is 2 acres and Parcel B 37.33 acres. This adjustment will result in Parcel A totaling 3.7 acres and Parcel B totaling 35.63 acres. Both properties will have over 300 feet of road frontage after the property line adjustment. 2. ANALYSIS: Section 90-339 of the City’s Comprehensive Land Use Regulations states that, “where adjacent property owners desire to adjust their mutual lot line without creating a new parcel or lot of record, they may request a property line adjustment.” Subd. (2) of this section further states that, “where the adjustment of the property line between two properties retains or causes both properties to be in conformance with the City’s Comprehensive Land Use Regulation, the Zoning Administrator shall provide the application to the City Council for administrative review and consideration.” Page 2 Findings Staff finds that the property line adjustment reduces the extent of any nonconformities. In addition, there are no new nonconformities created with the property line adjustment. 4. RECOMMENDATION: Staff recommends approval of the attached resolution approving a property line adjustment for Scott Johnson for the properties located at 9604 170th Street North. Attachments: 1. Site Map 2. Approving Resolution 3. Survey 170th Street North Jeffrey Avenue NorthJohnson Prope rty Line Adjustm ent Location Map Hugo, MN Site Roads Hugo Border Parcel Boundary ¯0 500Feet1 in = 500 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\Xcel Energy CUP and Variance.mxdSite RESOLUTION 2021-___ APPROVING A PROPERTY LINE ADJUSTMENT FOR SCOTT JOHNSON FOR THE PROPERTIES LOCATED AT 9604 170TH STREET NORTH WHEREAS, an application has been filed by Scott Johnson that requests approval of a property line adjustment for properties located at 9604 170th Street North WHEREAS, the proposed lot line adjustment would result in two parcels described as follows: (See Attached) WHEREAS, the City Council has fully considered the request for the property line adjustment. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the property line adjustment for Scott Johnson ADOPTED by the City Council this 5th day of April, 2021. ________________________________________ Tom Weidt, Mayor ATTEST: _________________________________ Michele Lindau, City Clerk Agenda Number: G.9 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Emily Weber, Community Development Assistant SUBJECT: Octavio Chung Bustamante and Mary Chung, 4958 142nd Circle North – Encroachment Agreement to allow construction of a fence within a drainage and utility easement. DATE: March 31, 2021 for the City Council meeting of April 5, 2021 ZONING: Planned Unit Development (PUD) LAND USE: Low Density Residential (LD) 60-DAY REVIEW DEADLINE: May 15, 2021 1. DESCRIPTION OF REQUEST: Octavio Chung Bustamante and Mary Chung has requested an encroachment agreement to allow construction of a fence within a drainage and utility easement on property located at 4958 142nd Circle North. 2. CONCLUSION/RECOMMENDATION: Staff has reviewed the request and recommends that the City Council approve the encroachment agreement for Octavio Chung Bustamante and Mary Chung, for property located at 4958 142nd Circle North. ATTACHMENTS: 1. Encroachment Agreement Resolution 2. Encroachment Agreement RESOLUTION 2021-XX 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 WHEREAS, an application has been filed by Octavio Chung Bustamante and Mary Chung that requests approval of an encroachment agreement to allow construction of a fence within a drainage and utility easement on the property located at 4958 142nd Circle North, legally described as follows; Lot 4, Block 1, Clearwater Cove 3rd Addition, 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 Octavio Chung Bustamante and Mary Chung on the property located at 4958 142nd Circle North. ADOPTED by the City Council this 5th day of April, 2021. ________________________________________ Tom Weidt, Mayor ATTEST: _________________________________ Michele Lindau, City Clerk ENCROACHMENT AGREEMENT THIS AGREEMENT is made this ____ day of _______________, 2021, by and between the CITY OF HUGO, a Minnesota municipality (hereinafter “City”) and, Octavio Chung Bustamante and Mary Chung, 4958 142nd Circle 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 4, Block 1, Clearwater Cove 3rd Addition, 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. 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. 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 By Octavio Chung Bustamante, Owner Mary Chung, Owner On this _____ day of __________________, 2021, before me, a Notary Public, personally appeared Octavio Chung Bustamante and Mary Chung 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 14669 Fitzgerald Avenue North, Hugo, MN 55038 (651) 762-6300 www.ci.hugo.mn.us TO: Bryan Bear, City Administrator FROM: Scott Anderson, Public Works Director DATE: April 1, 2021 SUBJECT: Hiring of Seasonal Public Works Employees Staff is requesting authorization to re-hire seasonal employees for the public works department. In the 2021 General Fund Budget, Council approved funding for six seasonal employee positions. We have all six seasonal employees from last year that wish to return. Seasonal Public Works Employees assist with mowing, garbage/litter removal, park maintenance, boulevard maintenance and general public works maintenance. The following is a list of the seasonal employees that staff is recommending for re-hiring: Roland Guareschi Marty Schwartz Ryan Kranz Carter Wagner Cody Grahn Martin Jorgenson Please contact me if you have any further questions or concerns. 14669 Fitzgerald Avenue North, Hugo, MN 55038 (651) 762-6300 www.ci.hugo.mn.us TO: Bryan Bear, City Administrator FROM: Scott Anderson, Public Works Director DATE: April 1, 2021 SUBJECT: Public Works Facility 3 Phase Power Easement - Atkinson As part of the new Public Works Facility project, 3 phase electrical power is required and currently being installed. Public Works staff has worked with Xcel Energy to find the most cost effective way to provide this power to the new building. The best route involves installing an underground electrical mainline across the Atkinson property located on the south side of 147th St. N. (north of Irish Avenue Park). Xcel Energy has drafted an easement document (see attachment) and Cit y Staff has negotiated a price of $8,000 with Mike Atkinson for the purchase of the easement. City staff recommends Council approval for the purchase of a utility easement from Atkinson for the installation of 3 phase power to the new Public Works Facility. 14669 Fitzgerald Avenue N Hugo, MN 55038 Pay Voucher 3 Work Certified This Request $76,311.00 Work Certified To Date $161,608.00 Less Amount Retained (5%) $8,080.40 Less Previous Payment $81,032.15 Amount Paid This Request $72,495.45 This is to certify that the items of work shown in this certificate of Pay Estimate have been actually furnished for the work comprising the above‐mentioned projects in accordance with the plans and specifications heretofore approved. Approved By Approved By Scandia Trucking, LLC. Project Inspector Contractor 3/31/2021 3/30/2021 Date Date Approved By City of Hugo Date No. item UnitsContract Quantity Unit PriceQuantities This EstimatePrevious Qunantities PaidQuantity To DateQuantity RemainingAmount to Date2021.501 MOBILIZATION LS 1 $3,0000110$3,0002101.505 CLEARING (ZONE 2) ACRE 6.2 $9,000 4.68 4.01 8.69‐2.49 $78,2102101.524 CLEARING PROJECT WIDE TREE 7 $4000770$2,8002105.610 CHANNEL AND POND EXCAVATION HR 150 $285 117 147.5 264.5‐114.5 $75,3832505.601 UTILITY COORDINATION LS 1 $3000110$3002573.503 SILT FENCE/SEDIMENT CONTROL LOG LF 500 $8 0 0 0 500 $02573.503 WOOD FIBER LF 500 $8 0 112.5 112.5 387.5 $9002573.503 BALE BARRIER LF 30 $6 0 0 0 30 $02573.610 SEDIMENT REMOVAL HR 20 $285 0 0 0 20 $02575.505 SEEDING ACRE 2.8 $150 0 0.77 0.77 2.03 $1162575.508 SEED MIXTURE 21‐211 LBS 680 $0.36 400 150 550 130 $1982575.605 SEEDING SPECIAL ACRE 4 $150 4.68 0 4.68‐0.68 $702TOTAL$161,608 CITY OF HUGO CITY COUNCIL AGENDA REPORT TO: Bryan Bear, City Administrator FROM: Scott Anderson, Public Works Director SUBJECT: Construction Payment Request #6 Hugo Public Works Facility Ebert Construction DATE: For the City Council Meeting of April 5, 2021 BACKGROUND Please find the enclosed application for payment for the City of Hugo Public Works Facility project in the amount of $23,191.51. The quantities completed to date have been reviewed and agreed upon by the architect, contractor and city staff. The amount indicated above reflects the work certified through March of 2021, with a 5% retainage applied. Total retainage being held for the project to date is $58,041.95. DESIRED ACTION Staff recommends the City Council approve payment request #6 in the amount of $23,191.51 to Ebert Construction. K:\03288-190\Admin\Construction Admin\Pay Vouchers\03288-19 LTR PV14 032521.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM March 25, 2021 Honorable Mayor and City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Construction Pay Voucher No. 14 Water Tower No. 4 City of Hugo, MN WSB Project No. 03288-190 Dear Mayor and Council Members: Please find enclosed Construction Pay Voucher No. 14 for the above referenced project in the amount of $107,131.07. The quantities completed to date have been reviewed and agreed upon by the contractor, and we hereby recommend that the City of Hugo approve Construction Pay Voucher No. 14 for CB&I, LLC. The amount indicated above reflects work certified through December 4, 2020, with a 5% retainage applied. Please include one executed copy with the payment to CB&I, LLC and return one executed copy to our office for our file. If you have any questions or comments regarding this voucher, please contact me at 651.286.8463. Thank you. Sincerely, WSB Mark Erichson, PE Sr. Project Manager Enclosures cc: Scott Anderson, City of Hugo Heather Blume, CB&I, Inc. kkp CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project 03288-190 - Water Tower No. 4 Pay Voucher No. 14 Contractor: CB&I, LLC City Project No. NA PO Box 84627 For Period: 9/01/2020 -12/04/2020 Dallas, TX 75284-6217 Contract Amounts Original Contract 3,510,500.00$ Contract Changes (27,500.00)$ Revised Contract 3,483,000.00$ Work Certified to Date Base Bid Items 3,306,808.00$ Backsheet 0 Change Order 0 Supplemental Agreement 0 Work Order 0 Material on Hand 0 Total 3,306,808.00$ Less Amount Retained Less Previous Payments Amount Paid This Pay Voucher Total Amount Paid to Date 165,340.40$ 3,034,336.53$ 107,131.07$ 3,141,467.60$ Percent retained 5% Amount Paid This Pay Voucher 107,131.07$ Approved By: WSB Approved By: CB&I, LLC Project Engineer Contractor Date Date Approved By: City of Hugo City of Hugo Date Work Certified This Pay Voucher Work Certified to Date 112,769.55$ 3,306,808.00$ This is to certify that the items of work shown in this certificate of Pay Voucher have been actually furnished for the work comprising the above mentioned projects in accordance with the plans and specifications heretofore approved. Page 1 of 3 K:\03288-190\Admin\Construction Admin\Pay Vouchers\ 03288-190 PV14 121420Cover 12/14/2020March 25, 2021 PROJECT PAYMENT STATUS OWNER: CONTRACTOR: Project 03288-190 - Water Tower No. 4 CHANGE ORDERS No. Date Amount 1 07/02/19 ($22,000.00) 2 07/14/20 ($5,500.00) Total Change Orders ($27,500.00) PAYMENT SUMMARY Current Total Total Amount No. From To Payment Retainage Earned 1 12/18/19 02/15/19 2 02/16/19 04/30/19 3 05/01/19 06/01/19 4 06/01/19 07/01/19 5 07/02/19 08/23/19 6 08/24/19 09/30/19 7 09/30/19 12/19/19 8 12/20/19 02/28/20 9 02/29/20 04/14/20 10 04/15/20 06/02/20 11 06/03/20 07/02/20 12 07/03/20 07/31/20 13 08/01/20 08/31/20 14 09/01/20 12/04/20 Material on Hand Original Contract $3,510,500.00 Change Orders ($27,500.00) Total Amount Earned to Date Revised Contract Amount $3,483,000.00 $165,340.40 $3,306,808.00 CITY OF HUGO $3,306,808.00 $402,779.28 $70,031.45 $3,141,467.60 $129,630.12 $12,508.17 Mega-Lug Series connections and change to shop blast and prime $450,618.96 $48,832.54 $976,650.76 $226,852.70 $81,971.06 $1,400,628.94 Total Retainage to Date $49,780.00 $132,335.92 $502,315.00 $2,646,718.45 $165,340.40 $344,736.00 $159,701.92 $239,544.04 $1,639,421.25 $1,720,053.45 $1,958,460.78 $2,084,495.78 $76,600.59 $226,486.96 Total Payment to Date $25,115.75 Eliminate seepage pit and reduce 18" RCP pipe $108,025.09 $5,685.53 $113,710.62 $250,163.36 $119,733.25 $97,923.04 $104,224.79 $2,594,318.45$484,331.54 $86,002.67 $129,715.92 $107,131.07 CB&I, LLC $3,194,038.45 $175,218.00 $141,557.92 $2,831,158.45 Description Page 2 of 3 K:\03288-190\Admin\Construction Admin\Pay Vouchers\ 03288-190 PV14 121420Summary Pay Voucher No. 14OWNER:9/01/2020 -12/04/2020CITY OF HUGOCONTRACTOR:CB&I, LLCProject 03288-190 - Water Tower No. 4# Item UnitsContract QtyUnit PriceContract AmountQuantity This Pay VoucherAmount This Pay VoucherQuantity to DateAmount to Date1LUMP SUM BID WITH BID ALTERNATE 2 - ALTERNATE INTEGRATORLS 1 $3,248,875.00 $3,248,875.00 0.0347 112,769.55$ 0.983 3,194,358.00$ 2CIP 12" CONCRETE PILING DELIVEREDLF 5850 $40.00 $234,000.00 -$ 2340 93,600.00$ 3CIP 12" CONCRETE PILING DRIVENLF 5850 $2.50 $14,625.00 -$ 2340 5,850.00$ 4CIP 120' DEEP - 12" CONCRETE TEST PILEEACH 1 $13,000.00 $13,000.00 -$ 1 13,000.00$ TOTAL $3,510,500.00 112,769.55$ 3,306,808.00$ AMOUNT EARNED THIS VOUCHER 112,769.55$ DETAIL SHEETPage 3 of 3 Agenda Number J.1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: White Bear Lake School District. Request for site plan, conditional use permit, property line adjustment (with Xcel Energy), and development agreement to allow for a new elementary school to be located west of Forest Boulevard North (Highway 61) across from 152nd Street North. DATE: March 31, 2021, for the City Council Meeting of April 5, 2021. ZONING: Single Family Detached Residential (R-3) 60-DAY REVIEW DEADLINE: April 30, 2021 1. PLANNING COMMISSION UPDATE: 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 their property from the trail that extends to 157th Way North. The school district stated they would work with the resident. The Planning Commission liked the site plan layout and the architecture of the building. They all agreed is a good addition to the community and looking forward to the school opening. The Planning Commission unanimously recommended approval of the site plan, CUP, and property line adjustment for the White Bear Lake School District. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of an approximately 100,000 square foot elementary school and gymnasium, associated ball-fields, playground, and walking trails. White Bear Lake School District Elementary School Page 2 3. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, west, and south are zoned residential and are occupied with a variety of detached single family homes and townhomes and the US Post Office to the south. The properties to the east are zoned industrial and commercial and are occupied with industrial and commercial businesses. B. Natural Characteristics of Site The property totals approximately 135 acres. Large portions of the site are covered by wetlands to the west and south. No wetlands will be impacted with this project. The buildable portion of the site is to the northeast and is approximately 27 acres. 4. ANALYSIS: A. Level of City Discretion in Decision-Making The City’s discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. The City’s discretion in approving or denying a conditional use permit is limited to whether or not the proposed application meets the standards outlined in the City’s Comprehensive Land Use Regulations. If it meets these standards, the City must then approve the conditional use permit. B. Consistency with Ordinance Standards Property Line Adjustment Xcel Energy owns property on the north side of the school property and through the western portion of the school property. The White Bear School District and Xcel Energy have applied for a property line adjustment to allow the District to acquire the property and in turn provide Xcel with an easement for utility purposes. The requests meets all of the requirements necessary to approve the property line adjustment. White Bear Lake School District Elementary School Page 3 Conditional Use Permit Schools are allowed in the R-3 zoning district as a conditional use. There are criteria that is evaluated for the conditional use permit and the applications meet the necessary criteria to approve a permit. Staff evaluated the project subject to the criteria below: 1. The proposed use is permissible by law. The use is permissible by law. 2. The proposed use is in keeping with the spirit and intent of this chapter. The spirit and intent of the ordinance is to allow a school in the R-3 zoning district as a conditional use. The performance standards requires the school to have its principal entrance from a state highway, county road, or city collector street. The school’s principal access is from Highway 61. The project meets the spirit and intent of the ordnance. 3. The proposed use is compatible with the city's comprehensive plan, and the character of the surrounding area. The property is guided as Low Density Residential in the 2040 Comprehensive Plan. The types of development anticipated to be located in this area include among single family homes, schools, and trails. Elementary schools are commonly located in residential neighborhoods. The Peloquin Industrial Park is across Highway 61 is which includes larger industrial buildings. The school is compatible with the comprehensive plan and character of the surrounding areas. 4. The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The school will have adequate drainage, water supply, electrical, gas, and municipal sewer service. 5. The proposed use has adequate road access, and does not reduce the safety or capacity of the public road system. Road access shall be no lower than the regional flood elevation. The access to the school will be from Highway 61. Highway 61 is controlled by MnDOT. The applicant has been working with MnDOT and Washington County on the access location and intersection improvements that will include a traffic signal and corresponding turn lanes. The school has adequate road access. 6. The technical evaluation of the floodplain, if required, accurately represents the conditions and boundaries of the floodplain area, as well as correctly represents the proposed use's impact on the floodplain. There is floodplain is located on the west portion of the site and are not proposed to be impacted. 7. The proposed use may not create a danger that materials may be swept onto other lands, or downstream to the injury of others, or block bridges, culverts, or other hydraulic structures. White Bear Lake School District Elementary School Page 4 The site is not located adjacent to the public waters. 8. The proposed use will not damage or reduce the benefits the public receives from public waters. The site is not located adjacent to the public waters. 9. If located in the shoreland overlay district, the waterbody will be able to safely accommodate the number, type, and uses of the watercraft the project will generate. The site is not located in the shoreland overlay district. 10. If located in the shoreland overlay district, all structures and facilities are screened from view from public waters. The site is not located in the shoreland overlay district. 11. If the permit is to approve a wetlands replacement plan, the plan is in conformance with the rules of the state board of soil and water resources for such plans. The project is not proposing any wetland impacts. 12. The applicant or operator shall obtain all necessary state and local permits for the conditional use. The applicant shall be responsible for all necessary state and local permits. 13. The proposed use is adequately buffered and screened from noncompatible land uses and public rights-of-way There is a buffer of over 350 feet from the residential development to the north. Staff is recommending additional landscaping along the north side of the driveway and parking areas of the project. Site Plan Elementary School The site plan indicates the construction of an elementary school gymnasium at the north side of the building. The proposed building is located on the eastern portion of the property, adjacent to Highway 61. The primary parking lot is located northeast of the building with access to a driveway that goes to Highway 61. A bus loop, along with a small parking area is provided to the south of the building with access to Highway 61. Wetlands occupy the western portion of the property, and athletic fields are proposed over a portion of the upland area to the north. Athletic fields include two softball field sized to accommodate youth baseball. A small parking area is indicated adjacent to the fields. The main parking lot and small parking lot will serve the athletic fields located at that end of the property. Walking trails connect the fields to the school building White Bear Lake School District Elementary School Page 5 and additional parking, as well as the residential neighborhood to the north and the Hardwood Creek Trail. Setbacks All setback requirements have been met with this application. Trash Enclosures A service area is indicated at the northwest corner of the building. The service area is designed to allow trucks to back into it. Signage Signage has not been developed by the school at this point. Signage will be reviewed and approved by the staff at a later date, but is subject to ordinance requirements. Streets The access to the school will be created by construction of an intersection at 152nd Street and Highway 61. The new intersection will include turn lanes and a traffic signal. The intersection improvement will be required to be complete prior a certificate of occupancy is issued for the school. The applicant is working with the City, MnDOT and Washington County on the design of the intersection and issuance of permits. Parking and driveways The City ordinances require one space per classroom plus one parking space for each 100 students. Special event space, like gymnasiums are calculated separately at one parking space per three seats, based on capacity design per building code requirements. The required amount parking for the site is 237 spaces. The applicant is proposing 199 parking spaces. The applicant is required to show proof of parking on the site to be built in the future if needed as deemed necessary by the City. It is in staff opinion that 199 spaces to be built is sufficient at this time. There is also a lot of space in the driveway loop for temporary parallel parking if needed. The main parking area is at the northeast side of the building with a well-designed driveway/drop-off area surrounding the parking to access the main entrance of the building. There is a secondary parking area south the building that includes the bus drop-off area. The pubic and bus traffic circulation will work well on the site. Sidewalks/Trails A bituminous trail is being provided surrounding the site and it connects to the neighborhood to the north and the Hardwood Creek Trail to the east. Sidewalks interior to the site are being provided by the school, connecting the building and parking lots to the trail system. White Bear Lake School District Elementary School Page 6 The short stub street extended from 157th Way N was originally intended to provide one of two access points to the property; however this will no longer be the case with the proposed school. Since this access point will not be used to access the site, the stub street will need to be removed and restored with turf and the proposed trail extend up to 157th Way with some curb improvements. The City may vacate the right of way in this location, while maintaining public drainage and utility easements for the sewer and watermain lines and a trail easement in this location. Landscaping The landscape plan exceeds the ordinance requirements. The landscape plan indicates that the site will be well landscaped. Multiple varieties of trees and shrubs are provided around the building and on the property. Staff recommends that the landscape plan be revised to include additional landscaping around the parking areas and driveways, as required by ordinance. Staff will continue to work with the applicant on a revised landscape plan to be reviewed and approved by staff. Building Materials In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. These guidelines require four sided architecture and high quality building materials. The applicant has proposed a nicely designed building for an elementary school and gymnasium. Significant architectural detail is provided and quality materials consisting primarily of brick, concrete panels, and glass are being used. There is a small amount of architectural metal used on the building. The building design has vertical and horizontal projections with four-sided architecture. The applicant has submitted a material sample board. Staff approval of a material sample board is required prior to issuance of a building material to ensure materials and colors will be cohesive throughout the building. Drainage/Grading Aside from some technical items outlined by the City Engineer, drainage for the site complies with the City’s stormwater management plan, and coordinates well with surrounding development. New stormwater ponds are proposed for the site west of the school. Utilities Municipal sewer and water are available to the subject property. White Bear Lake School District Elementary School Page 7 C.Conclusions Staff has reviewed the site plan, CUP, and property line adjustment for consistency with the applicable standards outlined in the Comprehensive Land Use Regulations and finds that the applications are consistent with the standards. 5.STAFF RECOMMENDATION: Staff recommends approval of the site plan, CUP, property line adjustment, and development agreement for the White Bear Lake School District. 6.PLANNING COMMISSION RECOMMENDATION: The Planning Commission unanimously recommended approval of the site plan, CUP, and property line adjustment for the White Bear Lake School District. ATTACHMENTS: 1.Location Map 2.Engineers Memo Dated March 19, 2021 3.Approving Resolutions 4. Draft Development Agreement 5.Site Plan Documents 6.Building Elevations and Renderings Forest Boulevard North157th Street North Oneka Parkway North148th Street NorthFarnham Avenue NorthFoxhill Avenue North147th Street North 146th Street North 152nd Street North 157th Way North Freedom Drive NorthFrench Drive North150th Street North Fitzgerald Avenue NorthFrancesca Avenue NorthFrenchman RoadFoster Drive North1 4 9 t h S t r e e t N o r t h F in a l e A v e n u e N o rt h Flay Avenue NorthFal k Dr i ve Nor t hFreeland Avenue NorthFoxhill Avenue NorthOneka Parkway North147th Street North WBL New Elementary School Site Location Map Hugo, MN Site Roads Hugo Border Parcel Boundary ¯0 625Feet1 in = 625 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\WBL Elementary School Site.mxdSite S:\Users\R_Juba\DEVELOPMENT PROJECTS\White Bear Lake Schools\Peloquin Property Site - New School\2021 Site Plan, CUP, PLA\Engineer Comments\016105-000 LTR RJuba - ISD 624 New Elementary School.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM March 19, 2021 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review ISD #624 Elementary School WSB Project No. 016105-000 Dear Ms. Juba: We have reviewed the site plan submittal for the proposed ISD #624 Elementary School located west of Highway 61 at 152nd Street. In particular, we have reviewed the following plans related to this particular request: • Civil Plan Sheets dated 2/5/21 by Larson Engineering • Architectural Plan Sheets dated 12/18/20 by Wold Architects and Engineers • Stormwater Report dated 2/5/21 by Larson Engineering • Washington County Comments • MNDOT Comments • Traffic Impact Study dated 1/28/21 Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. The site is proposed to have one access from Forest Boulevard/US Hwy 61 at 152nd Street. 2. City staff has met with MNDOT, Washington County, and the White Bear Lake Elementary School project team to discuss initial access options, identify what needs to be included in the Traffic Impact Study, review of the Traffic Impact Study, and collectively selected the type of intersection improvements needed at this intersection. 3. The intersection improvements consist of a signalized intersection with the addition of northbound and southbound turn lanes along with turn lane additions on 152nd Street. The White Bear Lake School District is currently working to develop an approved layout and will continue to work through final design and right-of-way needs for the project. All costs for the intersection improvements will be the responsibility of the White Bear Lake School District. 4. Access (permanent and temporary) will need to be coordinated and approved by MNDOT and Washington County as the access crosses the Hardwood Creek Regional Trail. 5. All intersection improvements will need to be completed prior to a certificate of occupancy is issued. 6. The short stub street extended from 157th Way N was originally intended to provide one of two access points to the property; however this will no longer be the case with the proposed school. Since this access point will no longer be used to access the site, the stub street will need to be removed and restored with turf and the proposed trail extend up to 157th Way. Ms. Rachel Juba March 19, 2021 Page 2 The City may vacate the right of way in this location, while maintaining public drainage and utility easements for the sewer and watermain lines in this location. 7. Water service to the site will be achieved by connecting to an existing 12” stub located in the short stub street extended from 157th Way N to this property at the northwest corner of the site and looping to an existing 8” stub on Foxhill Avenue, south of 157th Street. The applicant is proposing an 8” loop around the building with hydrants for fire protection. The portion of the water system that is looped will be required to be located in a public drainage and utility easement. The service into the building will remain private as shown. 8. Sanitary sewer service is proposed to extend to the site from an existing sanitary sewer manhole at the northwest corner of the site. 9. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. Stormwater Management 10. The stormwater water quality and rate control requirements are proposed to be met through the use of onsite infiltration basins. The basins are sized to meet the City’s water quality and rate control requirements. Water reuse is not utilized as part of the design. 11. Intersection improvements at TH 61 and 152nd Street are proposed which will require stormwater management. The applicant may choose to handle stormwater management for the intersection improvements within their site and will be required to submit to the City for review and approval. Staff has reviewed the site and there is ample room to accommodate these stormwater management needs onsite. The applicant is currently working to develop an approved layout for the intersection and will proceed with final design. 12. 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. 13. A stormwater maintenance agreement and drainage and utility easements will be required for the stormwater basins on the site. This will also be required if the applicant chooses to handle the stormwater management for the intersection improvements within their property. Drainage and utility easements over the wetland areas will also be required. 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) RESOLUTION 2021-____ APPROVING A PROPERTY LINE ADJUSTMENT FOR WHITE BEAR LAKE SCHOOL DISTRICT AND XCEL ENERGY FOR THE PROPERTY LOCATED NORTH OF 152ND STREET NORTH AND WEST OF FOREST BLVD NORTH (HIGHWAY 61) WHEREAS, an application has been filed by White Bear Lake School District and Xcel Energy for the property located north of 152nd Street North and west of Forest Blvd North (Highway 61). WHEREAS, the proposed lot line adjustment would result in a parcels described as follows: (See Attached) WHEREAS, the City Council has fully considered the request for the property line adjustment. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the property line adjustment for White Bear Lake School District and Xcel Energy. ADOPTED by the City Council on April 5, 2021. ________________________________________ Tom Weidt, Mayor ATTEST: _________________________________ Michele Lindau, City Clerk RESOLUTION 2021-___ 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 152ND STREET NORTH AND WEST OF FOREST BLVD NORTH (HIGHWAY 61) WHEREAS, White Bear Lake School District has requested approval of a conditional use permit to allow a school in the single family detached residential (R-3) zoning district for the property located north of 152nd Street North and west of Forest Blvd North (Highway 61).. WHEREAS, the property is legally described as follows: See Attached WHEREAS, the Planning Commission has considered the request on March 25, 2021, at a duly called a public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit to allow a school for the property located north of 152nd Street North and west of Forest Blvd North (Highway 61), subject to the following findings: 1. The use is permissible by law. 2. The spirit and intent of the ordinance is to allow a school in the R-3 zoning district as a conditional use. The performance standards requires the school to have its principal entrance is from a state highway, county road, or city collector street. The school’s principal access is from Highway 61. The project meets the spirit and intent of the ordnance. 3. The property is guided as Low Density Residential in the 2040 Comprehensive Plan. The types of development anticipated to be located in this area include among single family homes, schools, and trails. Elementary schools are commonly located in residential neighborhoods. The Peloquin Industrial Park is across Highway 61 is which includes larger industrial buildings. The school is compatible with the comprehensive plan and character of the surrounding areas. 4. The school will have adequate drainage, water supply, electrical, gas, and municipal sewer service. 5. The access to the school will be from Highway 61. Highway 61 is controlled by MnDOT. The applicant has been working with MnDOT and Washington County on the access location and intersection improvements that will include a traffic signal and corresponding turn lanes. The school has adequate road access. Resolution 2021-__ Page 2 6. There is floodplain is located on the west portion of the site and are not proposed to be impacted. 7. The site is not located adjacent to the public waters. 8. The site is not located adjacent to the public waters. 9. The site is not located in the shoreland overlay district. 10. The site is not located in the shoreland overlay district. 11. The project is not proposing any wetland impacts. 12. The applicant shall be responsible for all necessary state and local permits. 13. There is a buffer of over 350 feet from the residential development to the north. Staff is recommending additional landscaping along the north side of the driveway and parking areas of the project. ADOPTED by the City Council this 5th day of April, 2021. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk RESOLUTION 2021-___ 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) WHEREAS, The White Bear Lake School District has requested approval of a site plan to allow construction of an elementary school on the property legally described as follows: See attached WHEREAS, the Planning Commission has reviewed the site plan at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by the White Bear Lake School District for a site plan and development agreement, subject to the following conditions: 1.A site plan is approved to allow the construction of an elementary school and gymnasium in accordance with the plans received on February 2, 2021, March 1, 2021, and March 16, 2021, except as amended by this resolution. 2.Prior to the installation of any signs, the applicant shall obtain a sign permit. 3.The ghost platted subdivision of residential lots on the north parcel are not approved with the project. This is shown on sheet C500 of the civil plans. Prior to the issuance of a building permit: 4. Final development plans shall be submitted for City review and approval. 5.Development Agreement shall executed and recorded. 6.All items on the Engineer’s memo and “red-line” detailed engineering comments that have been sent directly to the applicant dated March 19, 2021, shall be addressed. 7.A stormwater permit shall be reviewed and approved by the City Engineer. 8.The applicant shall obtain all necessary local, state, and federal permits. This includes Washington County Regional Rail Authority and MnDOT. 9. The applicant shall submit a revised landscape plan to be reviewed and approved by staff. The landscaping shall be irrigated to ensure establishment. 10.The applicant shall submit a revised site plan showing proof of parking area. At any time deemed necessary by the City the school district shall construct the parking spaces. Resolution 2021-_____ Page 2 Prior to the issuance of a Certificate of Occupancy: 11. The intersection improvements, including turn lanes and a traffic signal, at 152nd Street North shall be fully constructed and operational as determined by the City Engineer. The applicant is responsible for all right-of-way acquisition for the improvements. 12. The stub street that connects to 157th Way North shall be removed and restored with turf and the proposed trail extend up to 157th Way North with some curb improvements. The plans shall be revised and is subject to review and approval by staff. 13. All landscaping materials shall be installed. 14. All of the improvements shall be constructed per the approved plans. 15. All rooftop mechanical equipment shall be screened from view with a treatment compatible to the building architecture. 16. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities, wetlands, and applicable utilities. 17. A maintenance agreement for the stormwater management facilities shall be recorded against the property. Adopted and passed this 5th day of April, 2021. _____________________________ Tom Weidt, Mayor ATTEST: ___________________________________ Michele Lindau, City Clerk Rev. 04/01/21 Return To: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT White Bear Lake School District THIS AGREEMENT, made and entered into this _____ day of _______________, 2021 by and between the CITY OF HUGO, a Minnesota municipality organized under the laws of the State of Minnesota (hereinafter referred to as "City"); and White Bear Lake School District, a___________________ (hereinafter referred to as "Developer"). WITNESS: White Bear Lake School District 2 WHEREAS, the City Council of the City has, by Resolution Number 2021-___ on April 5, 2021, approved the site plan and conditional use permit for the White Bear Lake School District New Elementary School ; and, WHEREAS, the developer has proposed a development of an approximately 135 acre parcel of land for an approximately 100,000 square foot school; and, WHEREAS, it is the policy of the City to enter into development contracts as contemplated in Minnesota Statutes §462.358, Subd. 2(a); and, WHEREAS, the parties hereto desire to set forth their respective rights and obligations of the parties to this Agreement. NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions contained herein, it is agreed by the parties hereto as follows: A. GENERAL ENGINEERING CONDITIONS; 1. Escrow for City Costs and Fees. Developer shall, contemporaneously with the execution of this Agreement, deposit with the City an escrow as outlined in Exhibit C to cover the cost of legal fees, engineering and construction observation fees, administrative expenses, and other costs related to this Project. All fees and costs incurred by the City in connection with the Project shall be charged against said escrow account which shall remain in effect until the expiration of the warranty period for the Project, as defined in paragraph 7, in all events said fees and costs shall be the responsibility of the Developer and shall be paid on demand. Any funds remaining in the escrow account after the completion of the warranty period shall be refunded to the Developer. In the event that the escrow account herein is depleted, Developer agrees to post additional funds to replenish the account and to cover projected City costs. Specifically, Developer agrees that the escrow account shall maintain a balance of no less than $5,000.00. Developer shall be entitled, upon request, to an itemized statement of all costs and fees charged against this escrow account. 2. Development Plans. In accordance with the policies and ordinances of the City, and subject to all City resolutions and approvals in connection herewith, the Developer shall construct the proposed improvements (hereinafter referred to as the "Improvements"). All Improvements shall be constructed and installed pursuant to the terms and conditions herein set forth in accordance with the plans approved and listed on Exhibit A, subject to all City resolutions and approvals listed in Exhibit B, subject to final approval by the City, and in accordance with City standards and requirements including those listed herein. In addition, all public street, utility, and White Bear Lake School District 3 storm drainage improvements shall comply with the City’s adopted specification book and the reasonable direction of City staff. 3. Authorization to Proceed with Construction. Developer agrees not to commence any grading, utility or street work within the Project until the following are completed: 1) Construction plans are approved by the City and distributed. 2) Pre-construction conference is held. 3) Notice to Proceed is issued. 4. Construction Observation. The City, for its benefit, will provide staff of its choosing to provide construction observation for the Improvements outlined in this Agreement. All costs associated with construction observation and inspection will be the responsibility of the Developer. The Developer shall allow City staff and City consultants access to the Project to allow for this work to occur. 5. Miscellaneous Requirements. a) Property Corners: All property corners as identified on the Project must be monumented with iron surveyor's pipes by the Developer prior to final project acceptance, as defined in paragraph 7 of this Agreement. b) Drainage Easements: Drainage easements shall be dedicated on the Project so as to cover any wetlands and stormwater ponding areas located below the 100-year high water levels. c) Soils Testing: Soils inspection and compaction testing by a registered professional engineer shall be accomplished on all lots where filling is required, in accordance with the approved Grading, Drainage, and Erosion Control Plan. A minimum of one (1) compaction test for all developed lots shall be obtained for every two (2) foot increment of fill that is placed. A summary of all inspections and compaction tests for all developed lots shall be provided to the City upon completion of the grading and shall be provided for a respective lot prior to the issuance of a building permit for such lot. d) Private Utilities: All private utilities that are installed, including electricity, telephone, natural gas and cable television, shall be installed underground. e) Mailboxes: Developer shall coordinate mailbox locations with the United States Postal Service. f) Street Lights: Street lights shall be installed within the Project according to the Street Lighting Plan, which will first be approved by the City Engineer. Developer shall also submit its Street Lighting Plan to the applicable power company for its review, comment and approval. The installation of the street lights shall be coordinated with the applicable power White Bear Lake School District 4 company so that the street light system is installed, constructed and operated in such a manner as will harmoniously exist with other street lights within the area. g) Working Hours: Construction activity, including equipment startup and fueling, can only occur between the hours of 7:00 a.m. and 7:00 p.m. Monday through Friday; 8:00 a.m. and 5:00 p.m. on Saturdays; at no time on Sundays or holidays. h) Street Sweeping: Developer shall sweep and/or otherwise clean all streets, as needed, within and adjacent to the Development property as a result of construction activities associated with the Project until final acceptance of the Improvements. If the streets are not maintained in a manner acceptable to the City, after reasonable notice to the Developer the City will arrange for the street sweeping at Developer’s cost. i) Placement of Bituminous Wear Course: The bituminous wear course can be placed on all streets once all of the following have occurred: 1. When deemed necessary by the City Engineer. 3. City staff or its assignees have visually inspected all roadways and curb within the Development, and any repairs necessary as a result of said inspection are complete and written approval issued. 6. Project Completion: The Improvements listed herein on Exhibit A, including street, sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval of the City in accordance with the approved plans. All Improvements shall be substantially completed to the reasonable satisfaction and approval of the City within twelve (12) months of the execution of this Agreement. Substantial completion shall consist of all work with the exception of placement of the bituminous wear course and completion of the final punchlist. The Developer shall be excused from the strict completion date set forth herein if written notice is received from the Developer of the existence of causes over which the Developer has no control which will delay the completion of the work and approved in writing by the City. In that event, the City may extend the date or dates herein specified. 7. Project Acceptance: Final project acceptance will be considered by the City Council once the following have been completed: (a) All Improvements are installed according to the approved plans. (b) All punchlist items are completed. (c) All Record Drawing information has been provided to the City to its satisfaction. (d) Escrow account for City costs and fees is current in accordance with the provisions of this Agreement. (e) The City receives confirmation via lien waivers that contractors or other White Bear Lake School District 5 parties have been paid for the work completed. (f) The City receives a written request from the Developer to accept the Improvements. 8. Record Drawing Requirements and Engineer’s Certification. Following completion of all development activities and prior to the release of security and acceptance of Improvements, the Developer and/or their assignee shall provide to the City "as-built" plans for the Improvements listed on Exhibit A. This information shall be provided to the City in the following formats: (a) 1-set paper drawings (22” x 34”) for all Improvements. (b) Individual Adobe.pdf (or approved equivalent) for all plan sheets and the final project. All Record Drawings shall include the following information: (a) All bench marks shown on plans (bench marks shall be top nut of hydrants). (b) Swing ties to all gate valves shown on plans (ties should be to manholes, catch basins, hydrants or other permanent objects. (c) Swing ties to curb stops shown on plans (ties should be to manholes, catch basins, hydrants, property corners or other permanent objects). (d) Top of casting and invert elevation for all structures. (e) All pipe sizes, material type, pipe classification, grades and lengths (f) All horizontal and vertical curve data in the appropriate location on the plans. (g) Televised report of the sanitary sewer with videotape. (h) Swing ties to any manhole or catch basin outside the roadway area. (i) A text file including the x, y and z coordinates (based on Washington County’s coordinate system) for the following: 1. All curb stops 2. All hydrants 3. All gate valves 4. All manholes located outside of the roadway 9. Construction Warranty and Financing of Improvements. The Developer agrees to construct the Improvements described herein at its own expense and in accordance with City and or MnDOT specifications. The Developer shall engage at its own expense a registered, professional civil engineer to prepare plans and specifications for the Improvements and shall submit the same to the City for review and approval. The Developer represents and warrants that all of the Improvements made as a part of this development shall be guaranteed to be properly functioning as designed for a period of not less than one (1) year following acceptance of the entire project by the City. In the case of any material or labor that is supplied and that is reasonably White Bear Lake School District 6 rejected by the City as defective or unsuitable, then the rejected materials shall be removed and replaced with approved material, and the rejected labor shall be done anew to the reasonable satisfaction and approval of the City at the sole cost and expense of the Developer. In any event, none of the warranty periods expressed herein shall begin to run until all of the Improvements within the Project have been approved and accepted by the City. The Developer’s engineer shall certify that grading within the project was completed in accordance with the approved Grading, Drainage and Erosion Control Plan before the City issues any building permits. The Developer shall remain ultimately responsible for accurate grading of all lots and shall correct any deficiencies in grading that may be discovered until the certificate of occupancy is issued or the developer is released from its obligation under this Agreement as outlined in paragraph 7 above. 10. Signs. The Developer shall prepare a plan for all regulatory, directional and street name signs to be within the Project. The plan shall be reviewed and approved by the City’s public works department. Upon plan approval, the City’s public works department shall install all public signage within the Project. The installation of all private signage shall be the responsibility of the Developer. All costs related to the installation of public signage shall be the responsibility of the Developer and will be deducted from the Developer’s escrow account. The Developer shall post funds as outlined in Exhibit C prior to the City’s public works department beginning the installation. 11. Drainage Easements. a) Work within Easements: No improvements, landscaping, or grading, other than Improvements shown on the approved plans, shall be permitted in dedicated drainage easements without the prior written permission of the City and any regulatory agency having jurisdiction. b) Maintenance Responsibilities: The Developer and its successors in interest, shall be responsible for routine maintenance of all storm water management ponds, wetlands, and drainage areas within easements dedicated to the City on their property. Routine maintenance shall include litter removal, mowing and maintenance of the property adjacent to pond or wetland areas. In the case of drainage swales, routine maintenance includes the removal of obstructions from the swale as necessary to maintain proper drainage in addition to the aforementioned items. The Developer shall be responsible for non-routine maintenance of storm water ponds within the easements, including pond dredging, maintenance of the storm water inlet(s) and outlet(s) pipes, and erosion control at outlet and inlet locations. Such maintenance shall be completed as deemed necessary by the City. 12. Wetland Signage: Permanent signage shall be placed along wetland edges as White Bear Lake School District 7 outlined in the City’s General Specification and Standard Details Manual or approved equal by the City. 13. Lowest Floor Elevations. All minimum floor elevations shall comply with Section 90-171 of the Hugo Zoning Ordinance, the City’s Comprehensive Stormwater Management Plan, or the approved Grading, Drainage, and Erosion Control Plan, whichever is more restrictive. Except as may be specifically allowed under Exhibit A, no building shall be constructed on any of the lots herein unless the lowest floor elevation is at least three (3) feet above the 100-year flood elevation or four (4) feet above the high groundwater elevation, whichever is greater, for the subject property. Additionally, the lowest floor elevation shall be specifically referenced and designated, for each lot, on a certificate of survey, which survey shall be provided to the City before any building permits are issued for any lots within the Project. 14. Landscaping. All disturbed areas within the project shall be landscaped in accordance with the approved landscape plans, the City ordinances, and the City’s General Specification and Standard Details Manual. All landscaping shall be complete, established and growing within sixty (60) days of issuance of a Certificate of Occupancy, except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be complete, established and growing no later than July 1. All landscaped areas shall be tilled or otherwise worked mechanically in order to loosen compacted soils and shall contain at least four (4) inches of black dirt containing no more than 35% sand, unless specific arrangements are made and agreed to by the City. All landscaping installed within the Project shall be maintained by the Developer and its successors. All areas, other than proposed street areas, disturbed by grading activities on the site shall be seeded. Seeding shall be immediate upon completion of grading activities or as directed by the City Engineer. Seeding shall be completed as follows: a) All areas shall be restored with a minimum of four (4) inches of adequate topsoil prior to seeding. b) Upland areas shall be seeded in accordance with the grading, drainage, and landscape plans listed in Exhibit A. The rate of application shall be one hundred (100) pounds per acre. Areas seeded shall be mulched with Type 1 mulch at a rate of two (2) tons per acre. All mulch shall be disk anchored. c) Wetlands, wetland replacement areas and storm water ponding areas shall be seeded with MN/DOT Seed Mixture 25B, or as required by the permitting regulatory agency, or otherwise approved by the City in the landscape plan. The minimum rate of application shall be thirty (30) pounds per acre, or as recommended by the supplier. d) All seeded areas shall be maintained for the term of this Agreement. Upland areas shall be mowed as necessary or as directed by the City Engineer. White Bear Lake School District 8 e) All disturbed areas within the development shall be maintained to limit vegetation growth to less than ten (10) inches except designated natural areas or designated open spaces as shown on the approved plans. B. ESCROWS, CHARGES AND UTILITY OVERSIZING: Developer shall pay the escrows, fees and charges listed on Exhibit C. C. SPECIAL PLANNING REQUIREMENTS: The Project shall be built and maintained in accordance with the planning requirements listed on Exhibit A hereto, and any miscellaneous requirements listed on Exhibit B hereto. D. ADMINISTRATIVE REQUIREMENTS: 1. Miscellaneous Provisions. Developer specifically understands that this Project approval is given subject to the following requirements: a) Recording. The developer shall record this Agreement with Washington County simultaneous with the recording of the Project, and shall forward confirmation of recording of the Project and this Agreement to the City prior to the issuance of building permits. All applicable conditions of Project approval must be met before any deeds are stamped for recording and prior to the recording of the Project at the Washington County Recorder's Office. Project approval shall be contingent upon compliance with the approved plans for the Improvements and upon compliance with this Agreement. b) Construction Trailer. The developer may be entitled to a maximum of one (1) construction trailer for the development for a period of time not to exceed 18 months. Upon receipt of an acceptable site plan, a trailer may be approved by the City Community Development Director. c) Deviations. No material deviations from the approved project shall be allowed unless approved in writing by the City. Approval herein is also given subject to full compliance with the conditions of approval and findings adopted by the City Council in connection with the approval of the development. d) Outhouses. The Developer shall provide on-site a sufficient number of portable outhouses to be available for the persons who will be working on-site until White Bear Lake School District 9 Improvements are accepted according to the plans in Exhibit A. e) Developer shall remove all tree waste, junk, miscellaneous debris, junk vehicles, and any other personal property from the Project which does not comply with the City Zoning Ordinance until final acceptance of the Improvements. E. DAMAGES AND DEFAULT: 1. Developer agrees to pay liquidated damages to the City, in the amount of Five Thousand Dollars ($5,000.00), if the Developer encroaches upon any City road right-of-way or utility easement not permitted on the plans without first obtaining a written permit from the City expressly authorizing said encroachment. The City shall be authorized to retain an appropriate percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. 3. Events of Default. a) Events of Default Defined. The following shall be "Events of Default" under this Agreement and the term "Event of Default" shall mean, whenever it is used in this Agreement, any one or more of the following events: 1. Subject to unavoidable delays, failure by Developer to commence and complete construction of the Improvements pursuant to the terms, conditions and limitations of this Agreement. 2. Failure by Developer to substantially observe or perform any material covenant, condition, obligation or agreement on their part to be observed or performed under this Agreement. b) Remedies on Default. Whenever any Event of Default occurs, the City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or otherwise by written, executed instrument of the City, may take any one or more of the following: 1. The City may suspend its performance under the Agreement until it receives assurances from Developer, deemed adequate by the City, that Developer will cure their default and continue their performance under the Agreement. Suspension of performance includes the right of the City to withhold permits including, but not limited to, building permits. White Bear Lake School District 10 2. The City may initiate such action, including legal or administrative action, as is necessary for the City to secure performance of any provision of this Agreement or recover any amounts due under this Agreement from Developer, or immediately draw on the financial Letter of Credit, as set forth in this Agreement. 4. Enforcement by City; Damages. The Developer acknowledges the right of the City to enforce the terms of this Agreement against the Developer, by action for specific performance or damages, or both, or by any other legally authorized means. The Developer also acknowledges that its failure to perform any or all of their obligations under this Agreement may result in substantial damages to the City; that in the event of default by the Developer, the City may commence legal action to recover all damages, losses and expenses sustained by the City; and that such expenses may include, but are not limited to, the reasonable fees of legal counsel employed with respect to the enforcement of this Agreement. F. THIS AGREEMENT: 1. Release of Agreement. This Agreement shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Agreement, at the Developer’s request the City will execute and deliver to the Developer a release. 2. Warranty of Title. Developer warrants and represents to the City that it is the fee owner of the land described herein, except for a portion of the property, and that it has authority to execute this Agreement, with consent from the other fee owner, and agree to the conditions hereof and to subject the land hereto. Developer also represents and warrants that the use for which this development is sought will not violate any restrictive covenants applying to the property. 3. Binding Effect. This Agreement shall be deemed to be a restrictive covenant and the terms and conditions hereof shall run with the land described herein and be binding on and inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be binding upon all future owners of all or any part of the subdivision, and shall be deemed covenants running with the land. Reference herein to the Developers, if there be more than one, shall mean each and all of them. This Agreement shall be placed of record so as to give notice hereof to subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against the escrow account. White Bear Lake School District 11 4. Restrictions on Transfer/Indemnification. Developer agrees to defend and hold the City, and its officials, employees and agents, harmless against any and all claims, demands, lawsuits, judgments, damages, penalties, costs and expenses, including reasonable attorney's fees, arising out of actions or omissions by Developer, their employees and agents, in connection with the Project. No transfer or assignment shall be made without City approval and any assignment or transfer without such approval shall be void. 5. Incorporation by Reference. All general and special conditions, plans, special provisions, proposals, specifications and contracts for the Project and for any Improvements furnished and let pursuant to this Agreement shall be and hereby are made a part of this Agreement by reference as if fully set out herein in full. 6. Developer will comply with and promptly perform all of its obligations under this Agreement. 7. Evidence of Title. Developer shall furnish the City with evidence of fee ownership of the property being projectted by way of an attorneys title opinion or title insurance commitment dated not earlier than thirty (30) days prior to the execution of the Project. IN WITNESS WHEREOF, the City and Developer have caused this Agreement to be duly executed on the day and year first above written. White Bear Lake School District 12 City of Hugo By________________________________ By__________________________________ Tom Weidt, Mayor Michele Lindau, Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 200__, before me, a Notary Public, personally appeared Tom Weidt, Mayor, and Michele Lindau, Clerk, of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt and Michele Lindau acknowledge said instrument to be the free act and deed of said City of Hugo. __________________________________________ Notary Public White Bear Lake School District 13 Developer White Bear Lake School District By________________________________ _________________________ Its: _____________________________ STATE OF MINNESOTA ) ) ss. (Corporate Notary) COUNTY OF WASHINGTON) On this _____ day of _________________, 2021, before me, a Notary Public, within and for said County and State, personally appeared __________________, to me personally known, who, by me duly sworn did say that they are _______________________ on behalf of said ______________________. __________________________________________ Notary Public DRAFTED BY: David K. Snyder Johnson & Turner 56 East Broadway Avenue #206 Forest Lake, MN 55025 White Bear Lake School District 14 EXHIBIT A LIST OF DEVELOPMENT PLANS Sheet No. Plan Date Author This will be filled out once plans are approved. White Bear Lake School District 15 EXHIBIT B APPROVAL CONDITIONS White Bear Lake School District 16 EXHIBIT C ESCROWS, FEES AND CHARGES a) Escrow for City Costs and Fees. Developer shall deposit sufficient escrow with the City as outlined in Section A. 1. The required beginning balance in the account is calculated at $_______________. This sum is calculated to be four percent (4%) of the estimate of the required Improvements to be installed to serve the development, plus $5,000 which is the minimum balance required in the account. b) Cash Escrow or Letter of Credit. N/A c) Storm Water Trunk Fee. The Developer shall pay the City a Storm Water Trunk Fee in the amount of $_____________. This sum is calculated to be $0.07 per square foot for the _______________ square feet of net developable area within the Project. This fee shall be paid before the building permit is issued by the City. d) Storm Water Ponding Fee. The storm water ponding requirement has been met by the Developer through the incorporation of on-site ponding. No storm water ponding fee will be applied. e) Snow Plowing. Developer agrees to pay a one-time lump sum cash escrow to the City to cover the cost of snow plowing the roads within the project, during the first snow season, before the roads are formally accepted by the City of $.50 per lineal foot. The Developer shall post a cash escrow with the City in the amount of $__________ ($0.50 x _____ = $_________). f) Sealcoating. The Developer shall post a one-time lump sum cash escrow with the City in the amount of $________ to cover the cost of the first sealcoating of the streets in the Project. This sum is calculated to be $4.00 per foot for the ___________ feet of streets within the Project. g) Park Dedication. N/A h) Cul-de-sac Escrow. N/A i) Escrow for Street Signage. N/A. j) WCA Escrow. N/A White Bear Lake School District 17 k) Sanitary Sewer Trunk Fee. The developer shall pay the City a sanitary sewer trunk fee in the amount of $128,928. The fee is calculated by multiplying the trunk fee of $1,632 by 79 SAC units as determined by the Met Council. This fee and the SAC connection fee ($588/SAC Unit) shall be paid with the issuance of the building permit. l) Water Trunk Fee. The Developer shall pay the City water trunk fee in the amount of $154,640. The fee is calculated by multiplying the trunk fee of $1,960 by 79 SAC units as determined by the Met Council. This fee and the WAC connection fee ($680/SAC Unit) shall be paid with the issuance of the building permit. White Bear Lake School District 18 EXHIBT D IRREVOCABLE LETTER OF CREDIT No._______________ Date: ______________ TO: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Sir or Madam: We hereby issue, for the account of __________________________, and in your favor, our Irrevocable Letter of Credit in the amount of $________________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, “Drawn under Letter of Credit No. ____________, dated ________________, 200__, of _________________”; b) Be signed by the City Administrator; and, c) Be presented for payment at ____________________________________________ on or before 4:00 p.m. on _______________________, _____. This Letter of Credit shall automatically renew for successive one (1) year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be _________________ of each year), the Bank delivers written notice to the Hugo City Clerk that it intends to modify the terms of, or cancel, this Letter of Credit. Written Notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail at least forty-five (45) days prior to the next annual renewal date addressed as follows: Hugo City Clerk, City of Hugo, 14669 Fitzgerald Avenue North, Hugo, Minnesota 55038, and is actually received by the City Clerk at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified or limited by reference to any document, instrument or agreement, whether or not referred to herein. White Bear Lake School District 19 This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 400. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. By: Its White Bear Lake School District 20 EXHIBIT E CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 INSURED: ADDITIONAL INSURED: City of Hugo AGENT: WORKERS’ COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE – Workers’ Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: ( ) Claims Made ( ) Occurrence LIMITS: [Minimum] White Bear Lake School District 21 Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination of Single Limit Policy $1,000,000 ore more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub-Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No.: Effective Date: Expiration Date: Insurance Company: (X) Any Auto White Bear Lake School District 22 LIMITS: [Minimum] Bodily Injury: $500,000 each person $1,000,000 each occurrence Property Damage: $500,000 each person -OR- Combined Single Limit Policy: $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL THIRTY (30) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at on BY: Authorized Insurance Representative White Bear Lake School District 23 EXHIBIT F FEE OWNER CONSENT TO DEVELOPMENT AGREEMENT White Bear Lake School District 24 EXHIBIT G LEGAL DESCRIPTION OF PROERTY FINLEY AVE. N.GARAGEB-4B-1AB-1444444MATCHLINE - C100MATCHLINE - C10143376618888888883334SEE SHEET C500P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C100-C101 -Demo.dwg0NORTH153060FEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:09:09 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021REMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONREMOVE AND DISPOSE OFCONCRETE PAVEMENT SECTIONAPPROXIMATE SOIL BORING LOCATIONTREE REMOVALCLEAR AND GRUB LIMITSSYMBOL LEGENDDEMOLITION NOTESC100DEMOLITIONPLAN - NORTHREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE PAVEMENT SECTION.CLEAR AND GRUB ALL TREES, BRUSH, STUMPS, ETC. VERIFYTREE LOCATION, SIZE, AND TYPE BEFORE REMOVAL.REMOVE AND DISPOSE OF FENCE INCLUDING ALL FABRIC,POSTS, GATES, MOWSTRIPS, AND FOOTINGS.REMOVE AND DISPOSE OF BUILDING AND ANY RELATEDINFRASTRUCTURE ITEMS INCLUDING ALL UTILITY SERVICES.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.REMOVE AND DISPOSE OF SANITARY SEWER PIPE.PROTECT EXISTING POWER POLE, UTILITIES, TREES, ETC.KEY NOTES12346781.Verify all existing utility locations.2.It is the responsibility of the Contractor to perform or coordinate allnecessary utility demolitions and relocations from existing utility locationsto all onsite amenities and buildings. These connections include, but arenot limited to, water, sanitary sewer, cable tv, telephone, gas, electric, sitelighting, etc.3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) tolocate utilities throughout the area under construction. The Contractorshall retain the services of a private utility locator to locate the privateutilities.4.Sawcut along edges of pavements, sidewalks, and curbs to remain.5.All construction shall be performed in accordance with state and localstandard specifications for construction.5 36" RCPST SF O R E S T B L V D N ( U S H W Y 6 1 )152ND ST. N.12"W(P)HOUSEHOUSESHEDEDGE OFLANDSCAPINGSHEDSHEDFOUNDATIONSHEDWSHEDB-3B-6B-5B-2AB-2AB-312222223344445555555MATCHLINE - C100MATCHLINE - C10144333333333333OWNER TO COMPLETE ALL REMOVALS WITHINTHESE LIMITS PRIOR TO CONSTRUCTION.P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C100-C101 -Demo.dwg0NORTH153060FEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:09:26 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021C101DEMOLITIONPLAN - SOUTHSYMBOL LEGENDDEMOLITION NOTES1.See Sheet C100 for Demolition Notes.KEY NOTESREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONREMOVE AND DISPOSE OFCONCRETE PAVEMENT SECTIONAPPROXIMATE SOIL BORING LOCATIONTREE REMOVALCLEAR AND GRUB LIMITSREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE PAVEMENT SECTION.CLEAR AND GRUB ALL TREES, BRUSH, STUMPS, ETC. VERIFYTREE LOCATION, SIZE, AND TYPE BEFORE REMOVAL.REMOVE AND DISPOSE OF FENCE INCLUDING ALL FABRIC,POSTS, GATES, MOWSTRIPS, AND FOOTINGS.REMOVE AND DISPOSE OF BUILDING AND ANY RELATEDINFRASTRUCTURE ITEMS INCLUDING ALL UTILITY SERVICES.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.REMOVE AND DISPOSE OF SANITARY SEWER PIPE.PROTECT EXISTING POWER POLE, UTILITIES, TREES, ETC.12346785 FINLEY AVE. N.GARAGENEW ELEMENTARYFFE: 935.40 (ARCH: 100'-00")FFE: 930.70ARCH: 95'-3.6"FPNO PARKINGNO PARKINGNO PARKINGTCGGTP1MATCHLINE - C200MATCHLINE - C20118'24'40'24'18'9'TYP.24'15'9'TYP.16'24'18'9'TYP.24'9'16'12'18'7.5'24'12'6'9'15'6'12'12'12'30'15'30'TYP.45'11111223333312'12'4A4A4444444444444444566666666777766761010101010104A9111115151515161616161718A10151518A18A18B18B18B18C18C6'18D18K18D18K18D18K18D18K18F18F18G18H18L18J18J18L18H202021222425252526262728292929292929292929292914A14A14B14B14C14D14B14B14B818A264A6101212433299'67618HINFILTRATION BASIN3014D4103132444A34SEE SHEET C50035353636P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C200-C201 - Paving.dwg0NORTH153060FEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:10:05 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021C200PAVINGPLAN - NORTH1KEY NOTESSYMBOL LEGEND234567MATCH EXISTINGPAVEMENT SECTIONNEW AG-LIMESEE DETAIL 10/C600NEW STOOP/APRONSEE STRUCTURAL/ARCHITECTURALNEW BRICK PAVERSSEE DETAIL 15/C600NEW CHAIN LINK FENCESEE PLAN FOR HEIGHTPAVEMENT MARKINGS**NEW LIGHT POLE, SEE ELECTRICALNO PARKING89_D_E_F_G_HNEW BITUMINOUS TRAIL PAVEMENT, DETAIL 1/C600NEW LIGHT-DUTY BITUMINOUS PAVEMENT, DETAIL 2/C600NEW HEAVY-DUTY BITUMINOUS PAVEMENT, DETAIL 3/C600NEW LIGHT-DUTY CONCRETE PAVEMENT, DETAIL 4/C600REINFORCED COLORED CONCRETE, DETAIL 14/C600NEW HEAVY-DUTY CONCRETE PAVEMENT, DETAIL 5/C600NEW B612 CONCRETE CURB, DETAIL 6/C600NEW SURMOUNTABLE CURB, DETAIL 7/C600CHILLER ENCLOSURE, SEE ARCHITECTURALNEW PLAYGROUND CONCRETE CURB, DETAIL 8/C600TRANSITION CURBNEW AG-LIME, DETAIL 10/C600NEW SOFTBALL DIAMOND, DETAIL 11/C600NEW BASKETBALL GOAL, DETAIL 9/C600NEW ACCESSIBLE CURB RAMPTYPE 1, DETAIL 13A/C600TYPE 2, DETAIL 13B/C600TYPE 3, DETAIL 13C/C600TYPE 4, DETAIL 13D/C600NEW 4' HEIGHT BLACK VINYL CHAIN LINK FENCE,DETAIL 1/C602NEW 8' HEIGHT CHAIN LINK FENCE, DETAIL 2/C602NEW SINGLE SWING GATE, DETAIL 3/C602NEW PARKING SIGN AND POST, DETAIL 12/C600ADA PARKINGNO PARKING ACCESS AISLEADA LOADING ZONESTOP SIGNBUSES ONLY DURING SCHOOL HOURSVISITOR PARKINGRESERVED FOR TRAVELING STAFFPEDESTRIAN CROSSINGYIELD TO BUSESDROP OFF & PICK UP ONLYDO NOT ENTERDELIVERIES ONLYLANE USAGE SIGNNEW VEHICULAR TRAFFIC GATE, DETAIL 4/C602NEW CHAIN-LINK BACKSTOP, DETAIL 5/C602NEW TRASH ENCLOSURE GATE, DETAIL 6/C602NEW 8' HEIGHT PRIVACY FENCE, DETAIL 7/C6024" YELLOW SAFETY LINE, 3' OFF BACK OF CURB (±224 LF)NEW MONUMENT SIGN, SEE ARCHITECTURAL SHEET A6.102NEW LOADING DOCK, SEE ARCHITECTURAL/STRUCTURALMATCH EXISTING PAVEMENT/CURB SECTIONNEW FLAG POLE, SEE ARCHITECTURALNEW BIKE RACK, SEE LANDSCAPENEW LIGHT POLE, SEE ELECTRICALNEW CONCRETE MAINTENANCE STRIP, DETAIL 8/C602NEW AMPHITHEATER WALL, SEE ARCHITECTURAL SHEET A6.102NEW AMPHITHEATER SEATING, SEE LANDSCAPENEW BRICK PAVERS, SEE DETAIL 15/C600SEE ELECTRICALNEW BENCHES, SEE LANDSCAPENEW RIBBON CURB, DETAIL 16/C600101112_I_J_K_L* JOINT PATTERN FOR REFERENCE ONLY. REFER TO SPECIFICATIONS FOR JOINT SPACING REQUIREMENTS.**ALL STRIPING TO BE YELLOW EXCEPT FOR THE OVERFLOW VEHICLE PARKING IN SOUTH BUS LOT TO BE WHITE.192021221314_A_B_C_D1516172324_A_M2526272829STALL COUNTLOADING DOCK10NORTH LOT121OVERFLOW BUS LOT68TOTAL199REQUIRED ADA STALLS6PROVIDED ADA STALLS6NEW BITUMINOUSTRAIL PAVEMENTSEE DETAIL 1/C600NEW LIGHT-DUTYBITUMINOUS PAVEMENTSEE DETAIL 2/C600NEW HEAVY-DUTYBITUMINOUS PAVEMENTSEE DETAIL 3/C600NEW LIGHT-DUTYCONCRETE PAVEMENT*SEE DETAIL 4/C600NEW HEAVY-DUTYCONCRETE PAVEMENT*SEE DETAIL 5/C600NEW REINFORECEDCOLORED CONCRETE*SEE DETAIL 14/C60018_A_B_C30313233343536 36" RCPST SF O R E S T B L V D N ( U S H W Y 6 1 )152ND ST. N.12"W(P)1234567891012345678910MATCHLINE - C200MATCHLINE - C20112'6'12'12'15'100'12'10'10'10'104'13'50'5'3'30'24'12'12'12'10'10'15'9'11333318'24'20'24'18'9'TYP.4A4A4444A44446666661010799991313131318D18K18E18E18I18H18M1923242829292929292929292914A14D28282846418HINFILTRATION BASIN14AP:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C200-C201 - Paving.dwg0NORTH153060FEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:10:22 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021C201PAVINGPLAN - SOUTHSYMBOL LEGENDKEY NOTESNO PARKINGNEW BITUMINOUSTRAIL PAVEMENTSEE DETAIL 1/C600NEW LIGHT-DUTYBITUMINOUS PAVEMENTSEE DETAIL 2/C600NEW HEAVY-DUTYBITUMINOUS PAVEMENTSEE DETAIL 3/C600NEW LIGHT-DUTYCONCRETE PAVEMENT*SEE DETAIL 4/C600NEW HEAVY-DUTYCONCRETE PAVEMENT*SEE DETAIL 5/C600NEW REINFORECEDCOLORED CONCRETE*SEE DETAIL 14/C600123456789_D_E_F_G_HNEW BITUMINOUS TRAIL PAVEMENT, DETAIL 1/C600NEW LIGHT-DUTY BITUMINOUS PAVEMENT, DETAIL 2/C600NEW HEAVY-DUTY BITUMINOUS PAVEMENT, DETAIL 3/C600NEW LIGHT-DUTY CONCRETE PAVEMENT, DETAIL 4/C600REINFORCED COLORED CONCRETE, DETAIL 14/C600NEW HEAVY-DUTY CONCRETE PAVEMENT, DETAIL 5/C600NEW B612 CONCRETE CURB, DETAIL 6/C600NEW SURMOUNTABLE CURB, DETAIL 7/C600CHILLER ENCLOSURE, SEE ARCHITECTURALNEW PLAYGROUND CONCRETE CURB, DETAIL 8/C600TRANSITION CURBNEW AG-LIME, DETAIL 10/C600NEW SOFTBALL DIAMOND, DETAIL 11/C600NEW BASKETBALL GOAL, DETAIL 9/C600NEW ACCESSIBLE CURB RAMPTYPE 1, DETAIL 13A/C600TYPE 2, DETAIL 13B/C600TYPE 3, DETAIL 13C/C600TYPE 4, DETAIL 13D/C600NEW 4' HEIGHT BLACK VINYL CHAIN LINK FENCE,DETAIL 1/C602NEW 8' HEIGHT CHAIN LINK FENCE, DETAIL 2/C602NEW SINGLE SWING GATE, DETAIL 3/C602NEW PARKING SIGN AND POST, DETAIL 12/C600ADA PARKINGNO PARKING ACCESS AISLEADA LOADING ZONE101112_I_J_K_L192021221314_A_B_C_D1516172324_A_M252627282918_A_B_C30313233MATCH EXISTINGPAVEMENT SECTIONNEW AG-LIMESEE DETAIL 10/C600NEW STOOP/APRONSEE STRUCTURAL/ARCHITECTURALNEW BRICK PAVERSSEE DETAIL 15/C600NEW CHAIN LINK FENCESEE PLAN FOR HEIGHTPAVEMENT MARKINGS**NEW LIGHT POLE, SEE ELECTRICAL* JOINT PATTERN FOR REFERENCE ONLY. REFER TO SPECIFICATIONS FOR JOINT SPACING REQUIREMENTS.**ALL STRIPING TO BE YELLOW EXCEPT FOR THE OVERFLOW VEHICLE PARKING IN SOUTH BUS LOT TO BE WHITE.3435STOP SIGNBUSES ONLY DURING SCHOOL HOURSVISITOR PARKINGRESERVED FOR TRAVELING STAFFPEDESTRIAN CROSSINGYIELD TO BUSESDROP OFF & PICK UP ONLYDO NOT ENTERDELIVERIES ONLYLANE USAGE SIGNNEW VEHICULAR TRAFFIC GATE, DETAIL 4/C602NEW CHAIN-LINK BACKSTOP, DETAIL 5/C602NEW TRASH ENCLOSURE GATE, DETAIL 6/C602NEW 8' HEIGHT PRIVACY FENCE, DETAIL 7/C6024" YELLOW SAFETY LINE, 3' OFF BACK OF CURB (±224 LF)NEW MONUMENT SIGN, SEE ARCHITECTURAL SHEET A6.102NEW LOADING DOCK, SEE ARCHITECTURAL/STRUCTURALMATCH EXISTING PAVEMENT/CURB SECTIONNEW FLAG POLE, SEE ARCHITECTURALNEW BIKE RACK, SEE LANDSCAPENEW LIGHT POLE, SEE ELECTRICALNEW CONCRETE MAINTENANCE STRIP, DETAIL 8/C602NEW AMPHITHEATER WALL, SEE ARCHITECTURAL SHEET A6.102NEW AMPHITHEATER SEATING, SEE LANDSCAPENEW BRICK PAVERS, SEE DETAIL 15/C600SEE ELECTRICALNEW BENCHES, SEE LANDSCAPENEW RIBBON CURB, DETAIL 16/C60036 931 932933934936933934933930935935FINLEY AVE. N.932932932GARAGE932932933932932933B-4B-1935934935936AB-1NEW ELEMENTARYFFE: 935.40 (ARCH: 100'-00")FFE: 930.70ARCH: 95'-3.6"FPTCGGTP10%935.40 FFE935.40 FFE934.80 C934.36 TC933.86 GL934.45 C933.95 TC/GL934.36 TC933.86 GL934.53 C934.57 C933.59 TC/GL934.09 C934.00 TC933.50 GL934.00 TC933.50 GL933.99 C934.26 C933.64 C933.90 TC933.40 RIM933.55 TC/GL934.13 TC933.63 GL933.92 TC933.42 GL933.92 TC933.42 GL933.76 TC/GL933.62 TC933.12 RIM933.84 TC933.34 GL934.62 TC/GL933.70 TC/GL933.47 TC/GL933.65 C934.15 C933.88 C934.38 C934.20 TC933.70 GL933.97 TC933.47 GL933.09 TC932.59 RIM933.09 TC932.59 RIM933.78 TC933.28 GL933.17 TC/GL2% MAX SLOPEWITHIN ADA PARKING934.26 TC933.76 GL933.25 C934.44 C932.87 TC932.37 RIM932.87 TC932.37 RIM933.85 TC933.35 GL935.60 TC935.10 GL935.36 TC935.06 GL935.29 TC934.79 GL934.62 TC934.12 GL934.62 TC934.12 GL933.61 TC933.31 GL933.57 TC933.07 GL933.75 C935.40 FFE935.40 FFE935.40 FFE930.70 FFE935.40 FFE935.40 FFE935.40 FFE935.40 FFE935.40 FFE935.29 TC934.79 GL934.94 TC934.64 GL934.41 TC934.11 GL935.40 FFE935.40 FFE934.80 C935.24 CINFILTRATION BASIN-1BOT: 922.50OUTLET: 924.30HWL: 924.80936.13 TC935.63 GL933.98 TC933.48 GL935.38 TC934.88 GL935.77 TC935.27 GL935.98 TC935.68 GL933.85 TC933.35 RIM934.33 TC933.83 GL934.99 TC934.49 GL935.50 TC935.20 GL934.13 TC933.83 GL934.81 TC934.31 GL934.17 TC/GL933.78 B935.25 TW931.25 BW932.76 TC932.26 GL931.95 TC931.45 GL933.12 TC932.62 GL931.29 TC930.79 GL932.20 TC931.70 GL935.47 C934.17 C935.49 TC934.99 GL934.01 TC933.71 GL934.97 B935.57 TC935.07 GL935.54 TC935.04 GL934.95 B934.91 TC934.61 GL934.61 TC934.31 GL934.31 C934.67 TC934.17 GL934.81 C/B934.07 TC/GL934.29 TC933.99 GL933.64 TC/GL933.64 TC/GL933.74 C934.20 C934.10 TC933.60 GL935.15 C933.35 C933.41 C935.15 C935.24 C935.24 C934.65 C934.56 C933.08 C935.32 TC934.82 GL935.89 C935.10 TC934.60 GL934.25 TC933.95 GL935.15 TC934.85 GL933.87 TC933.37 GL935.21 C934.03 C935.00 C935.85* B/C935.89* B/C935.32 TC935.02 GL935.46 B934.71 C934.60937.00935.70936.30933.20934.00933.20934.32 C934.00 C934.05 C935.87 TC935.37 GL933.66 TC/GL935.35 TW/TS930.76 BW935.25 TW930.68 BS930.70 TC930.40 GL930.43 C/B930.26 TC929.96 GL929.93 TC (EOF)929.63 RIM930.60 TC/GL934.52 TC934.02 GL934.66 C/B934.21 C931.37 TC930.87 GL930.73 BS935.40 TS934.90 G934.90 G933.26 B931.51 B934.25 C928.67 B928.90 B931.19 B931.32 B929.45 B929.55 B931.39 B/C931.16 B932.51 B/C932.28 B932.58 C934.45 C934.70 C935.31 C935.19 C934.35 C935.33 C933.43 C/B932.09 G933.66 B935.26 C935.16 C930.04 TC929.74 RIM935.70935.70933.74 TC933.24 GL933.73 TC933.43 GL930.94 TC930.44 GL930.68 TC930.38 GL934.10 TC933.60 GL934.60934.60933.30 RIM935.30 C930.63 BS934.38 C934933933 934 934 932933934934935934935934934933932934 935934935933932930931931933931930929928927932934931 933932934931933930924926928930923935925927929935933933 933933933933 934936936 935 935935 935935934934932921 923 925 922 924 926 929935.49 TC934.99 GL935.36 TC935.06 GL935.50 TC935.00 GL935 934.50934.50934934 934935934.50935.10 C935934.50934.50931934.50933.50935924 934.50931.00 B930.88 B931.84* TC/GL931.97 C930930931929.50 B929.40 B935.94 TC935.44 GL935.79 TC935.49 GL932.08* TC931.78* GL931.90 TC/GL931.78 C931.91 C932.03 C932933932933NO GRADING OR EXCAVATINGTO OCCUR WITHIN 15' OFPOWER POLES (TYP.)929928934.14 C931.48 C934.21 C932.61 C931.15 B936.50931.50935.33 C932.50933.50924.85 EOF926 923 925922.50922.50 927 927935.32 C934.48 C932.58 C932.51 B932.28 B934MATCHLINE - C300MATCHLINE - C3011C6031C6033C6033C6033C6034C6034C6034C6034C6034C6034C6034C6035C6035C6035C6036C603TYP.6C603TYP.6C603TYP.6C603TYP.4C6036C603TYP.7C603SEE SHEET C500P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C300 - C301 - Grading.dwg0NORTH153060FEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:11:06 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMINOUSC - CONCRETEEOF - EMERGENCY OVERFLOWG - GROUNDBS - BOTTOM STAIRTS - TOP STAIRTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)(*) - EXISTING TO BE VERIFIEDSILT FENCERIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONCONCRETE WASHOUT STATION(LOCATE DURING CONSTRUCTION)GRADING NOTESC300GRADING ANDEROSIONCONTROLPLAN - NORTHEROSION CONTROL BLANKETSEDIMENT ROLLEROSION CONTROL NOTES1.See Sheet C603 for Erosion Control Notes.1.Tree protection consisting of snow fence or safety fence installed at thedrip line shall be in place prior to beginning any grading or demolitionwork at the site.2.All elevations with an asterisk (*) shall be field verified. If elevationsvary significantly, notify the Engineer for further instructions.3.Grades shown in paved areas represent finish elevation.4.All construction shall be performed in accordance with state and localstandard specifications for construction.5.See Landscape Plans for restoration.SYMBOL LEGEND 36" RCPST SF O R E S T B L V D N ( U S H W Y 6 1 )917 918 919 921 922 923 924 926 927 928 929 931932 933919923924926927928929 931932933 936 934933934936932933934931 920 925 930 925930935935935152ND ST. N.12"W(P)B-3B-6B-5B-2AB-2AB-3935.40 FFE935.66 TC935.16 GL934.96 TC934.46 GL935.40 FFE935.40 FFE935.40 FFE934.80 C935.24 C930.51 TC930.01 GL932.21 TC931.71 GL929.59 TC (EOF)929.09 RIM931.06 TC930.56 RIM931.68 TC931.18 GL931.78 TC/GL932.60 TC932.10 GL935.27 GL930.82 TC930.52 GL932.45 C932.28 C931.21 C932.54 TC932.04 GL931.30 TC/GL931.17 TC/GL935.47 C934.17 C935.32 TC934.82 GL935.89 C934.60937.00935.12 B935.27 B934.45 C933.30 C934.70 C935.31 C935.19 C934.35 C934.65 C935.33 C935.11 C934.74 C932.08 C932.91 C931.57 G933.43 C/B932.09 G931.10 C929.76 G931.77 TC/C931.27 GL930.43 G933.10 TC932.60 GL932.88 C931.54 G932.88 C931.54 G932.60 C931.26 G931.67 TC931.17 GL933.40 C933.66 B935.26 C935.16 C932.54 TC932.04 GL929.69 TC929.19 RIM932.34 TC931.84 GL932.22 TC931.72 GL932.20 C932.69 C930.97 TC930.47 GL931.51 TC931.21 GL934.60934.60933.30 RIMHOLD PLAYGROUNDSUBGRADE DOWN 16"933.13 C932.95 C932.07 C934.50 C934.12 C934.65 C934.59 C934.44 C931932934 932935932 933934 932933933932933934929935933935936931930935936935934.50934934934932935.10 C934.50934.50935924 935.11 C934.50933926.48 EOF932.24 TC/GL932.74 C936.50935.33 C926 923 925 926 924 923925924 925 927 923 926 925 923 926.5 0 926 924 924 920 922 926 921929 925926.50923924 922 926927 926 924 926 925926.5 0 923 925 927925 923 927 INFILTRATION BASIN-2BOT: 923.00OUTLET: 924.80HWL: 926.44931930 928 923930927926.50928926924928 928 931 929 930 932 933 931.47 B931.35 B932.95 B932.80 B934 922.50 927 927 9342C603MATCHLINE - C300MATCHLINE - C3011C6031C6031C6031C6033C6033C6033C6034C6034C6034C6034C6034C6034C6035C6035C6035C6035C6035C6037C6036C603TYP.6C603TYP.6C603TYP.1C6034C6036C603TYP.P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C300 - C301 - Grading.dwg0NORTH153060FEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:11:27 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021GRADING NOTES1.See Sheet C300 for Grading Notes.C301GRADING ANDEROSIONCONTROLPLAN - SOUTHEROSION CONTROL NOTES1.See Sheet C603 for Erosion Control Notes.PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESILT FENCERIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONCONCRETE WASHOUT STATION(LOCATE DURING CONSTRUCTION)SEDIMENT ROLLSYMBOL LEGENDSPOT ABBREVIATIONS:EROSION CONTROL BLANKETTC - TOP OF CURBGL - GUTTER LINEB - BITUMINOUSC - CONCRETEEOF - EMERGENCY OVERFLOWG - GROUNDBS - BOTTOM STAIRTS - TOP STAIRTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)(*) - EXISTING TO BE VERIFIED NEW ELEMENTARYFFE: 935.40 (ARCH: 100'-00")FFE: 930.70ARCH: 95'-3.6"FPTCGGTPFINLEY AVE. N.GARAGE152 LF 6" SCH 40 PVC @ 1.04%263 LF 6" SCH 40 PVC @ 1.04%8" DIP131 LF 6" SCH 40 PVC @ 1.04%6" SANITARY SEWER SERVICECOORDINATE W/ MECH:INV: 922.48 (ARCH 87'-1")16" ROOF DRAIN CONNECTIONCOORDINATE W/ MECHINV: 927.40 (ARCH 92'-0")6" FIRE & 4" WATER SERVICECOORDINATE W/ MECH.CB-11RIM: 933.12INV (S): 928.85INV (N,E): 926.24INLINE DRAINRIM: 933.30INV: 929.63CB-9RIM: 932.37INV (W): 928.37INV (N,S): 927.08CB-7RIM: 932.37INV (W): 928.37INV (S): 928.12CB-6RIM: 932.59INV: 928.58CB-8RIM: 932.59INV: 928.5821 LF 12" HDPE @ 1.00%21 LF 12" HDPE @ 1.00%CB-12RIM: 933.35INV: 929.35FESINV: 923.92STMH-1RIM: 931.60INV (S): 927.32INV (W): 927.15SAN-1RIM: 929.70INV: 915.93 (SE)INV: 915.83 (N)CORE DRILL INTO EXISTING MHWITH WATERTIGHT CONNECTION.CONSTRUCT BULKHEAD AT EXISTOPENING.INV: 913.50 (8" N)INV: 914.25 (6" S)CONNECT TO EXISTINGWM W/ 8" GATE VALVECB-10RIM: 933.40INV: 926.3022 LF 24" HDPE @ 0.25%FESINV: 933.05FESINV: 933.308 LF 16" PVC (SCH 40) @ 1.00%8" DIP8" DIP8" DIP8" TEE22.5° BEND45° BEND45° BEND22.5° BEND6" HYD6" GV W/ BOX6" x 8" TEE6" HYD6" GV W/ BOX6" x 8" TEE6" HYD6" GV W/ BOX6" x 8" TEE45° BEND45° BEND8" TEE22.5° BEND8" x 8" TEECB-3RIM: 929.63INV: 925.33STMH-4RIM: 929.90INV (E): 926.15INV (N): 925.22INV (W): 924.47SUMP: 920.4711 LF 15" HDPE @ 1.00%CB-2RIM: 929.74INV: 925.4310 LF 12" HDPE @ 1.00%STMH-13 (60" Ø)RIM: 934.67INV (N): 927.39INV (W,S): 926.06FESINV: 922.5026 LF 12" HDPE @ 6.92%SAN-2RIM: 929.60INV: 918.76 (SE)INV: 918.66 (NW)SAN-3RIM: 930.45INV: 920.68 (SE)INV: 920.58 (NW)175 L F 6" S C H 4 0 P V C @ 1. 0 4 %SAN-4RIM: 930.75INV: 922.15 (S)INV: 922.05 (NW)NO GRADING OR EXCAVATINGTO OCCUR WITHIN 15' OFPOWER POLES (TYP)22.5° BEND11.25° BEND8" DI P 22.5° BEND8" x 4" TEE4" x 90° BEND8" X 6" INC/RED8" DIP8" DIPNO GRADING OR EXCAVATINGTO OCCUR WITHIN 15' OFPOWER POLES (TYP)8" GATE VALVE(2) 8" GATE VALVE(2)8" GATE VALVE8" DIP8" DI P 8" DIP8" DIP16 LF 6" SCH 40 PVC @ 2.08%78 LF 8" PVC @ 1.00 % 103 LF 18" HDPE @ 0.75%196 LF 12" HDPE @ 1.00%100 LF 18" RCP @ 1.00%50 LF 15" RCP@ 0.50%138 LF 15" PVC (SCH 40) @ 0.75%293 LF 24" HDPE @ 0.35%150 LF 12" HDPE @ 1.00%72 LF 24" PVC (SCH 40) @ 0.25%110 LF 24" PVC (SCH 40) @ 0.50%OUTLET STRUCTURE-5RIM: 929.00TOP OF WEIR: 926.506" ORIFICE: 924.30INV (E,W): 924.30NO GRADING OR EXCAVATINGTO OCCUR WITHIN 15' OFPOWER POLES (TYP)8" DIP 45° BEND45° BENDMATCHLINE - C400MATCHLINE - C401INFILTRATION BASIN11C60111C6011C6011C6014C6013C6013C6013C6013C6013C6013C6013C6013C6013C6013C6013C6013C6016C6016C6016C6016C6017C6018C6018C6018C6019C6019C6019C6019C60110C6013C6017C601SEE SHEET C500P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C400-C401- Utility.dwg0NORTH153060FEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:12:11 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021STORM SEWER PIPESANITARY SEWER PIPEWATERMAIN PIPESTORM MANHOLE (STMH)FLARED END (FES)CURB INLET (CB)CATCH BASIN (CB)GATE VALVE & BOXHYDRANTSANITARY MANHOLE (SAN)DRAINTILE PIPELEGENDC400UTILITYPLAN - NORTH4" INSULATION, SEE UTILITY NOTE #81.It is the responsibility of the contractor to perform or coordinate all necessaryutility connections and relocations from existing utility locations to theproposed building, as well as to all onsite amenities. These connectionsinclude but are not limited to water, sanitary sewer, cable TV, telephone, gas,electric, site lighting, etc.2.All service connections shall be performed in accordance with state and localstandard specifications for construction. Utility connections (sanitary sewer,watermain, and storm sewer) may require a permit from the City.3.The contractor shall verify the elevations at proposed connections to existingutilities prior to any demolition or excavation.4.The contractor shall notify all appropriate engineering departments and utilitycompanies 72 hours prior to construction. All necessary precautions shall bemade to avoid damage to existing utilities.5.Storm sewer requires testing in accordance with Minnesota plumbing code4714.1109 where located within 10 feet of waterlines or the building.6.HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meetASTM D3212 joint pressure test. Installation shall meet ASTM C2321.7.All RCP pipe shown on the plans shall be MN/DOT class 3.8.Maintain a minimum of 7 ½' of cover over all water lines and sanitary sewerlines. Where 7 ½' of cover is not provided, install 2” rigid polystyreneinsulation (MN/DOT 3760) with a thermal resistance of at least 5 and acompressive strength of at least 25 psi. Insulation shall be 8' wide, centeredover pipe with 6” sand cushion between pipe and insulation. Where depth isless than 5', use 4” of insulation.9.Install water lines 12” above sewers. Where the sewer is less than 12" belowthe water line (or above), install sewer piping of materials approved for insidebuilding use for 10 feet on each side of the crossing.10.All watermain piping shall be class 52 ductile iron pipe unless notedotherwise.11.See Project Specifications for bedding requirements.12.Pressure test and disinfect all new watermains in accordance with state andlocal requirements.13.Sanitary sewer piping shall be PVC, Schedule 40.UTILITY NOTES 36" RCPST SF O R E S T B L V D N ( U S H W Y 6 1 )152ND ST. N.12"W(P)CB-16 (60" Ø)RIM: 929.19INV: 924.50SUMP: 920.50CB-15 (60" Ø)RIM: 929.09INV: 924.54CB-14 (60" Ø)RIM: 930.56INV (N): 925.03FESINV: 923.00FESINV: 921.20OUTLET STRUCTURE-17RIM: 928.00TOP OF WEIR: 926.506" ORIFICE: 924.80INV (E,W): 924.8012 LF 12" HDPE @ 15.00%INLINE DRAINRIM: 933.30INV: 929.638" DIP6" HYD6" GV W/ BOX6" x 8" TEE6" HYD6" GV W/ BOX6" x 8" TEE45° BEND45° BEND45° BEND45° BEND10 LF 30" HDPE @ 0.35%FESINV: 923.91INV (N): 927.39INV (W,S): 926.0630 LF 12" HDPE @ 12.00%FESINV: 922.50FESINV: 922.8026 LF 12" HDPE @ 6.92%MITERED END GRATEINV: 926.00INV: 929.768" DIP8" DI P 193 LF 30" HDPE @ 0.25%78 LF 8" PVC @ 1.00 %168 LF 30" HDPE @ 0.35%293 LF 24" HDPE @ 0.35%150 LF 12" HDPE @ 1.00%115 L F 6" P V C @ 3. 2 7 %45° BEND591 LF 4" DRAIN TILEOUTLET STRUCTURE-5RIM: 929.00TOP OF WEIR: 926.506" ORIFICE: 924.30INV (E,W): 924.30MATCHLINE - C400MATCHLINE - C401INFILTRATION BASIN1C6011C6011C6011C6011C6012C6014C6013C6013C6013C6013C6015C6013C601C6018C6018C60110C601P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C400-C401- Utility.dwg0NORTH153060FEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:12:27 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021LEGEND1.See Sheet C400 for Utility Notes.C401UTILITYPLAN - SOUTHUTILITY NOTESSTORM SEWER PIPESANITARY SEWER PIPEWATERMAIN PIPESTORM MANHOLE (STMH)FLARED END (FES)CURB INLET (CB)CATCH BASIN (CB)GATE VALVE & BOXHYDRANTSANITARY MANHOLE (SAN)DRAINTILE PIPE4" INSULATION, SEE UTILITY NOTE #8 8" STUB (P)GARAGESHED12" DIP W (P)OHC1 STORYHOUSE112334428" STUB (P)GARAGESHED12" DIP W (P)OHC1 STORYHOUSECONNECT TO EXISTING8" GATE VALVE8" DIP8" DIPNO GRADING OR EXCAVATINGTO OCCUR WITHIN 15' OFPOWER POLES (TYP)8" DIP 45° BEND90° BENDP:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C500 - North Utility Connections.dwg0NORTH153060FEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:13:10 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021C500FOXHILL AVE.UTILITYCONNECTIONDEMOLITOIN PLANFOXHILL AVENUE CONNECTIONAC5001:30SITE PLANFOXHILL AVENUE CONNECTIONBC5001:30DEMOLITION KEY NOTESDEMOLITION NOTES1.See Sheet C100 for Demolition Notes.REMOVE AND DISPOSE OF TREE AND STUMP.REMOVE AND DISPOSE OF FENCE INCLUDING ALL FABRIC,POSTS, GATES, MOWSTRIPS, AND FOOTINGS.REMOVE EXISTING LANDSCAPE AREA INCLUDING SHRUBS ANDMULCH.PROTECT EXISTING BUILDING, TREE, FENCE, UTILITIES, ETC.1234SITE PLAN SYMBOL LEGEND1.See Sheet C400 for Utility Notes.UTILITY NOTESSTORM SEWER PIPESANITARY SEWER PIPEWATERMAIN PIPESTORM MANHOLE (STMH)FLARED END (FES)CURB INLET (CB)CATCH BASIN (CB)GATE VALVE & BOXHYDRANTSANITARY MANHOLE (SAN)DRAINTILE PIPE2" INSULATION P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C600 - Details.dwgFEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:08:02 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021DETAILSNOT TO SCALEPAVEMENT SECTIONBITUMINOUS TRAIL1C600APPROVED SUBGRADE SOILNEW 6" BASEAGGREGATENEW 3" BITUMINOUS PAVEMENTPLACED IN 2 LIFTSNOT TO SCALECONSTRUCTION DETAILLIGHT-DUTY CONCRETE4C600APPROVED SUBGRADE SOILNEW 6" BASEAGGREGATENEW 6" PORTLAND CEMENT CONCRETENOT TO SCALECURB & GUTTER DETAILB612 CONCRETE6C6006"12"13.5"6"7"6"NEW BITUMINOUSPAVEMENTNEW BASEAGGREGATESLOPE34" PER FT.8"R3"R3"6"NOT TO SCALE& GUTTER DETAILSURMOUNTABLE CURB7C600APPROVED SUBGRADE SOIL12"12"10.75"6"7"1.125"6"NEW BITUMINOUSPAVEMENTNEW BASEAGGREGATESLOPE34" PER FT.NOT TO SCALECONSTRUCTION DETAILHEAVY-DUTY CONCRETE5C600APPROVED SUBGRADE SOILNEW 8" PORTLAND CEMENT CONCRETENEW 6" BASEAGGREGATE#4 REBAR @ 18" O.C.BOTH DIRECTIONS14" SAWED JOINTS FILLEDWITH ELASTOMERICJOINT SEALANT2"NOT TO SCALEPAVEMENT SECTIONHEAVY-DUTY BITUMINOUS3C600APPROVED SUBGRADE SOILNEW 8" BASEAGGREGATENEW 5" BITUMINOUS PAVEMENTPLACED IN 2 LIFTS2.5"2.5"NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE.NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE.BACKFILL WITH NEW TOPSOIL,SEE LANDSCAPE REQUIREMENTS.BACKFILL WITH NEW TOPSOIL,SEE LANDSCAPE REQUIREMENTS.APPROVED SUBGRADE SOILSIGN(PER PLAN)2.5 LB./FT. FLANGEDCHANNEL SIGN POST(MNDOT 3401)PER PLANPER PLAN5' FROM PARKING SURFACENOT TO SCALESIGN AND POST DETAILPARKING12C6003' 6"NOTES:1. ALL SIGNS TO BE INSTALLED IN ACCORDANCE WITH MMUTCD AND MNDOT CURRENT STANDARD SIGNS MANUAL.2. SEE PROJECT MANUAL FOR SIGN TYPES AND SPECIFICATION.3. ALL SIGNS SHALL BE REVIEWED AND APPROVED BY OWNER/ENGINEER PRIOR TO CONSTRUCTION.4. SIGN POSTS TO BE 18" BEHIND THE BACK OF CURB, UNLESS OTHERWISE DIRECTED.5. SHARE POST WHERE APPLICABLE.6. SIGNS WITHIN CONCRETE SIDEWALKS SHALL INCLUDE A 3" PVC SLEEVE AROUND THE SIGN POLE.7. INSTALL 2 POSTS FOR SIGNS WITH ANY DIMENSION 36" OR GREATER.NOT TO SCALECURB RAMP DETAILTYPE 1 ACCESSIBLE13AC600PER PLANPER PLAN(6' TYP)PER PLAN(6' MAX)EXCEED 1:12SLOPE NOT TOEXCEED 1:12SLOPE NOT TO4' MIN> 10'2% MAXRAMP LANDING2% MAX SLOPEANY DIRECTIONPER PLAN1:12 MAXPER PLAN(6' TYP)NOT TO SCALECURB RAMP DETAILTYPE 2 ACCESSIBLE13BC600PER PLAN'PER PLANPER PLAN2% MAXPERPLANPER PLAN(6' MAX)PER PLAN(6' MAX)2% MAX1:12 MAX1:12 MAXRAMP LANDING2% MAX SLOPEANY DIRECTIONNEW CURBTAPER TO FLUSHNEW CURBTAPER TO FLUSHNOT TO SCALEACCESSIBLE RAMP DETAILS13C600NEW 5" INFIELD AGLIME MIXAPPROVED SUBGRADE SOILBACKFILL WITH NEW TOPSOIL,SEE LANDSCAPE REQUIREMENTS.NOT TO SCALEAG-LIME SURFACING DETAIL10C600NON-WOVEN SOIL SEPARATION FABRICPER PLANPER PLAN1:20 MAXTAPER CURBPER PLANNEWCURB & GUTTERNOT TO SCALECURB RAMP DETAILTYPE 4 ACCESSIBLE13DC600PER PLAN5' TYP.TAPER CURB1.5"1.5"812"17"HOME PLATE812"NOTE:CONTRACTOR TO PROVIDE ANDINSTALL HOME PLATE.NOT TO SCALESOFTBALL DIAMOND DETAIL11C600R60'FOUL LINEGRASS LINE25'25'25'10'42'5'NOT TO SCALEPAVEMENT SECTIONLIGHT-DUTY BITUMINOUS2C600APPROVED SUBGRADE SOILNEW 8" BASEAGGREGATENEW 3" BITUMINOUS PAVEMENTPLACED IN 2 LIFTS1.5"1.5"ALUMINUM PLANK BENCH,SEE SPECIFICATIONS8'NOT TO SCALECURB RAMP DETAILTYPE 3 ACCESSIBLE13CC600PER PLAN'PER PLANPER PLAN2% MAXPERPLANPER PLAN(10' TYP)PER PLAN(10' TYP)2% MAX1:20 MAX1:20 MAXRAMP LANDING2% MAX SLOPEANY DIRECTIONNEW CURBTAPER TO FLUSHNEW CURBTAPER TO FLUSHNOT TO SCALEINSTALLATION DETAILBASKETBALL GOAL9C6002'NEW GOALSETTER MVP 72" BASKETBALLGOAL SYSTEM - FURNISH & INSTALL PERMANUFACTURER'S INSTRUCTIONS2'NEW CONCRETECURBNEW BITUMINOUSPAVEMENTNEW BASE AGGREGATEAPPROVED SUBGRADE18" Ø x 60" CONCRETE FOOTINGIN SONO-TUBEBACKFILL WITH NEW TOPSOIL,SEE LANDSCAPE REQUIREMENTS101'NOT TO SCALECURB DETAILPLAYGROUND CONCRETE8C60024"6"TOOLED EDGE6"6"CONCRETE SIDEWALK/TOP OF CURB/TOPSOIL16"HOLDDOWN12" MIN.VARIES24" MIN.18" MIN.4" PERFORATED PE DRAIN TILE PIPEWITH FILTER FABRIC WRAPCOURSE FILTERAGGREGATENOT TO SCALECONCRETE DETAILREINFORCED COLORED14C600APPROVED SUBGRADE SOILNEW 6" BASEAGGREGATE#4 EPOXY COATEDREBAR @ 18" O.C.BOTH DIRECTIONSNEW 6" PORTLANDCEMENT COLORED CONCRETE(P1140 BONFIRE, SAMPLE TO BE VERIFIED BY OWNER)APPROVED SUBGRADE SOILC600BRICK PAVER SURFACE(SEE LANDSCAPE PLANS)1" SAND BEDDINGAPPROVED SUBGRADE SOILNEW 6" BASEAGGREGATENOT TO SCALECONSTRUCTION DETAILBRICK PAVER15C600SWEEP PLAY SAND INTO JOINTS OF FINISHED PAVER AREA.18"6"BRICK PAVERSURFACE6"6"CONCRETE SIDEWALK/TOP OF CURB/TOPSOILAPPROVED SUBGRADE SOILNOT TO SCALECURB DETAILCONCRETE RIBBON16C600 P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C600 - Details.dwgFEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:08:15 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021C601DETAILSNOT TO SCALESECTION DETAILFLARED END1C60158" SMOOTH BAR @2" O.C. EACH WAYPROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S.HOT DIP GALVANIZE AFTER FABRICATION.24"MAX 6"MAX27"VARIABLEADJUST CASTING TO 1/2" BELOW FINISHBLACKTOP GRADE.MANHOLE FRAME & COVER: NEENAH R-1642,TYPE B LID, WITH MACHINED BEARING SURFACES &LETTERED "SANITARY SEWER" WITH TWO CONCEALEDPICK HOLES, OR APPROVED EQUAL.1'-4"4'-0"VARIABLE5" MIN.1'-8"MAX.1'-0" MAX.16"20" TOSPRING LINEMAXPIPE SHALL BE CUT OUTFLUSH WITH INSIDE FACEOF WALL.WATERTIGHT CONNECTION(BOOT, TYPICAL)CL. II REINFORCEDCONCRETE PIPE.ALL BUTTED JOINTS BETWEEN SECTIONSSHALL HAVE 'O' RING RUBBER GASKETS.FLOWCOMPACT TO TOPOF PIPE, TO FIRSTJOINT.NOT TO SCALESEWER MANHOLE DETAILSANITARY6C601AABB8"2/3 DIA. (I.D.)OF PIPESLOPE: 2"/FTNOTES:1.) GROUT BOTTOM OF MANHOLE TO 1/2OR 2/3 DIAMETER OF PIPE AND SLOPEGROUT 2" PER FOOT.2.) 1/4" TO 1/2" IS MAX. MORTAR THICKNESSWITH USED FOR CASTING ADJUSTMENT.3.) COPOLYMER POLYPROPYLENE PLASTIC,WITH GRADE 60 STEEL REINFORCEMENTOR APPROVED EQUAL, STEPS 16" O.C.DOWNSTREAM SIDE.4.) KOR-N-SEAL MANHOLE OR EQUALCONSIDERED ACCEPTABLE ALTERNATE.SECTION A-ASECTION B-BFULL MORTAR BED BETWEEN CASTING, RINGS, ANDMANHOLE STRUCTURE. MORTAR THE OUTSIDE OF THERINGS WITH NON-SHRINK GROUT. NO SHIMS OF ANYMATERIAL ARE ALLOWED. INSTALL EXTERNAL CHIMNEY SEAL.2" ADJUSTING RINGS AS REQUIRED (MIN. 3" HEIGHT,MAX. 12" HEIGHT) INCLUDES MORTAR.NOT TO SCALECATCH BASIN MANHOLE DETAIL3C601VARIABLEMANHOLE FRAME & COVER:NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE)NEENAH R-3501-TB, TYPE L GRATE (CB, SURMOUNTABLE)NEENAH R-3067, TYPE L GRATE (CB, BARRIER)NEENAH R-2501, TYPE C GRATE (CB, ROUND OPEN GRATE)*UNLESS OTHERWISE NOTED1'-4"VARIABLE5" MIN.8" MINIMUM SLAB THICKNESS,6' MINIMUM DIAMETER PRECASTCONCRETE SLAB, REINFORCEDWITH #4 REBAR @ 8" E.W.GROUT BOTTOMPRECAST CONCRETE SECTION8" PRECAST SEGMENTAL CONCRETE BLOCKTO TOP OF THE PIPE SHALL BE USEDWITH SIZE AND DEPTH PROHIBIT THEFABRICATION OF PRECAST UNITS.SECTION8"PIPEDIA.ALL JOINTS IN MANHOLE TO HAVE'O' RING RUBBER GASKETS.SEAL WITH 2 BEADS OF RAM-NEK.6" PRECAST REINFORCED CONCRETE SLAB.MANHOLE STEPS, COPOLYMER POLYPROPYLENEPLASTIC, WITH 1/2" GRADE 60 STEELREINFORCEMENT OR EQUAL, 16" O.C.PLANPRECAST INVERT SHOULD BE 1/2DIAMETER OF PIPE AND BENCHESSLOPED 2" TOWARD INVERT.MANHOLE STEPS SHALL BE PLACEDSO THAT OFFSET HOLE IN TOP SLABIS FACING DOWNSTREAM.NO BLOCK STRUCTURES ARE ALLOWEDWATERTIGHT CONNECTION(BOOT, TYPICAL)MINIMUM OF 2, MAXIMUM OF 5CONCRETE ADJUSTMENT RINGS WITH FULLBED OF MORTAR BETWEEN EACH ANDA 4" COLLAR ON THE OUTSIDE. NO SHIMSOF ANY MATERIAL ALLOWED. INSTALL EXTERNALCHIMNEY SEALNOT TO SCALECROSSING DETAILWATERMAIN/SEWER7C6016"18" MIN.4" THICK INSULATION LAYER WITH JOINTSSTAGGERED AND EXTENDING A MINIMUM OF 4'EACH WAY FROM WATERMAIN C/LDD (MIN) = 10' GREATER THAN OUTSIDEDIAMETER OF SEWER - CONTINUOUSPIECE OF WATERMAIN (NO JOINTS)BEND (TYP.)MEGA LUGRESTRAINT(TYP.)NOTES:1. ALL JOINTS TO BE MEGA LUGGED.MECH. COMPACTEDBACKFILLSEWERVARIABLESCREW TYPEGROUND LINEGROOVEBACKFILL TOBE TAMPEDHYDRANT FLAG TOBE INSTALLED ONTHE NOZZLE SECTION33 12"1 CUBIC YARDWASHED DRAINROCK COVERWITH 4 MILPOLYETHYLENE.3"-6"7' MIN.8" CONCRETE BLOCKUNDISTURBED SOIL"MEGA LUG""MEGA LUG"MAINNOTES:1.) HYDRANT SPECIFICATIONS PER CITY STANDARDS.2.) ALL HYDRANT LEADS SHALL BE VALVED.3.) ONE (1) 5' "HYDRAFINDER" WITH SPRING BASE HYDRANT FLAGPER HYDRANT IS REQUIRED.4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ONALL HYDRANT LEAD JOINTS BACK TO THE WATERMAIN.5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE"TAGS WHEN INSTALLED.6.) EXTENSIONS INSTALLED GREATER THAN 12" SHALL REQUIRE ANEW SINGLE PIECE HEAVY DUTY VALVE ROD ASSEMBLY.7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON-BREAKABLECOUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVESGO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM"OF BREAKOFF SECTION.8' BURYGROUND LINE GROOVE TOBOTTOM OF CONNECTING PIPE3'-5' FROM TEENOT IN WHEEL TRACKNOT TO SCALEINSTALLATION DETAILHYDRANT & GATE VALVE8C601NOT TO SCALEMITERED END GRATE DETAIL2C601MITERED DRAIN GRATEFOR INFORMATION SEE WEB SITEAT WWW.MITEREDDRAIN.COM(707) 620-0606PIPECOUPLINGFLOWSLOPENOT TO SCALEWEIR DETAILSOUTLET STRUCTURE - 54C601OUTLET 12" HDPEINV: 924.30INLET 12" HDPEINV: 924.30TOP OF WEIR926.50924.306" ORIFICE6"OUTLET 12" HDPEINV: 924.80INLET 12" HDPEINV: 924.80TOP OF WEIR926.50924.806" ORIFICE6"NOT TO SCALEWEIR DETAILSOUTLET STRUCTURE - 175C601NOT TO SCALEINSTALLATION DETAILGATE VALVE9C601SCREW TYPE7' MIN."MEGA LUG"MAINNOTES:1.) GATE VALVE SPECIFICATIONS PER CITY STANDARDS.4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ONALL GATE VALVE LEAD JOINTS BACK TO THE WATERMAIN.5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE"TAGS WHEN INSTALLED.7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON-BREAKABLECOUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVESGO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM"OF BREAKOFF SECTION.5.) CONTRACTOR SHALL ADJUST TOP BARREL SECTION FLUSH TO FINISH GRADE3'-5' FROM TEENOT IN WHEEL TRACKNYLOPLAST 12" x 8"INLINE DRAINDUCTILE IRON GRATE12" STANDARD H-208" PVC PIPEPER PLANWYENOT TO SCALEINLINE DRAIN DETAIL10C601"O"BOLTS5/8"3/4"1"4"6"12""O"BARS3/4"1"1-1/4"SIZE OF PIPE12" TO 18"21" TO 42"48" TO 72"6"MAX24"MAXTIE LAST 3 JOINTS ON INLET AND OUTLET.IF NO APRON IS USED TIE THE LAST 3 SECTIONSOF PIPE.USE 2 TIE BOLT FASTENERS PER JOINTINSTALLED AT 60 FROM TOP OR BOTTOMOF PIPE.USE 5/8" TIE FOR PIPE SIZES 12" TO 27".USE 3/4" TIE FOR PIPE SIZES 30" TO 66".USE 1" TIE FOR PIPE SIZES OVER 72".NUTS AND WASHERS ARE NOT REQUIRED ONPIPE SIZE LESS THAN 21".TRASH GUARDS WILL BE REQUIRED ON 18" ORLARGER PIPE.PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S.HOT DIP GALVANIZE AFTER FABRICATION.NOT TO SCALESECTION DETAILCONCRETE FLARED END11C601 P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C600 - Details.dwgFEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:08:25 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021C602DETAILS8'4'-6"5'1"CHAIN LINKFENCE FABRIC3" O.D. TERMINAL POSTLINE POSTTENSION BANDS SPACEDMAXIMUM OF 15" APARTTENSION BARMIDDLE RAILTOP RAILBOTTOM RAIL10' MAX6"12" DIA. X 5' CONCRETEFOOTING (TYPICAL)NOT TO SCALEFENCE DETAILSOFTBALL FIELD CHAIN-LINK2C6024'-6"5'6"12"ØX5' CONCRETEFOOTING (TYPICAL)TENSION BANDS SPACE15" APART MAXIMUM10' MAX.212" O.D.LINE POST.TENSION BAR3" O.D. TERMINAL POSTBOTTOM RAILTOP RAIL2-3"CHAIN LINK FENCE FABRIC(BLACK VINYL)4'NOT TO SCALEFENCE DETAIL1C602NOT TO SCALEVEHICULAR TRAFFIC GATE4C602HSS 3x3x5/16 POSTFILLED W/CONCRETE(2 PLACES) TYPGATE OVER ROAD ELEV.NOTES:1.ADJUST HEIGHT AS NECESSARY TO EQUALIZE GRADE DIFF. EDGES.2.PROVIDE SHOP DRAWINGS OF GATE, HINGE POST KEEPER.3.GATE TO RECEIVE 2 COATS PRIMER, 2 COATS FINISH, COLOR TO BE BLACK, MATCHINGOTHER GATES AT THE SITE.4.ALL STEEL TUBING SHALL BE HOT FORMED MEETING ASTM A500, GRADE B (fy=46,000 psi)5.ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (fy=36,000 psi)GATE KEEPER ELEV.1"o ROD W/LOCKINGDEVICE AT BOTTOM1"o ROD W/1" NUT &WASHER WELDED TOTOP. 3"THREADS AND3 WASHERS & NUTAT BOTTOM1-1/16" o HOLE2 1/2"4"GATE HINGEL8x6x1/2x0'-5" LONG(TOP & BOTTOM)WELDHSS 6x6x1/2L5x5x5/16x0'-2 1/2" LONG.GATE END SUPPORT.FIELD WELDTO HSS 3x31/2 ROADWAY WIDTHHSS 6x6x1/2 POSTFILLED W/CONCRETE(2 PLACES) TYPHSS 2x3x1/4 W/TOP& BOTTOM PLATE (TYP)EXPN MTL @ WALKS(SEE PLAN)CONCRETE CURB & GUTTER.(SEE PLAN)L8x6x1/2x0'-5" LONGW/1-1/16" o HOLE CENTERED(TOP)HSS 2x3x1/4RECTANGULARTUBE FRAME (TYP)1/2 ROADWAY WIDTH12"3'-6"1'-6"6'-0"6"6"3"1236" DIA. CONCRETEFOOTING (MIN. 4,300 PSI)EXPANSIONMATERIAL6"HSS 1"x1"x1/8"BRACING WELDEDTO FRAME (TYP)6"L1C36" DIA. CONCRETEFOOTING (MIN. 4,300 PSI)3'-0"HSS 2x3x1/4RECTANGULARTUBE FRAME (TYP)L5x5x5/16x0'-2 1/2" LONG.GATE END SUPPORT.FIELD WELDTO HSS 3x3DRILL 1" HOLE FOR LOCKHSS 3x3x5/16 POSTFILLED W/CONCRETE(2 PLACES) TYPL3x3x5/16x0'-2 1/2" LONG.LOCKING ANGLEWELD TO HSS 2x3x1/4DRILL 1" HOLE FOR LOCKGATE KEEPER (SIDE VIEW)1-1/16" ROD WITH PADLOCK HOLE AT BOTTOMAND 3" "T" HANDLE AND WASHER AT TOP20'16' HIGH BACKSTOP26'NOT TO SCALEBACKSTOP DETAILSOFTBALL FIELD5C6028' - 8"8' - 8"8' - 8"3'4" O.D. SS40FENCE POSTS9 GAUGE ALUMINUM COATED MESH ABOVE 10' IN HEIGHT6'4'ALL FENCE RAILTO BE 1 58" O.D.3'6 GAUGE ALUMINUM MESHUP TO 10' IN HEIGHTNEW AG-LIMENOT TO SCALETRASH ENCLOSURE GATE6C6028'-0"12'-0"18'-0"18-0"6"12'-0"12NOTES:1.FIELD VERIFY GATE DIMENSIONS PRIOR TO ORDERING MATERIALS.NOTE: FENCES WITHOUT MAINTENANCESTRIP SHOULD UTILIZE TENSION WIRE INLIEU OF BOTTOM RAIL.12" DIA. X 5' CONCRETEFOOTING (TYPICAL)3"4'5'4'ALL JOINTS SHALL BEWELDED TO PROVIDE ARIGID FRAMECHAIN LINK FENCE FABRIC(BLACK VINYL)3" O.D. FENCE POST6"PROVIDE CROSS BRACINGFOR GATES AS RECOMMENDEDBY MANUFACTURERNOT TO SCALESINGLE GATE DETAIL3C602NOT TO SCALE8' PRIVACY FENCE7C6028'-0"NOT TO SCALECONCRETE MAINTENANCE STRIP 8C602NEW CONCRETESIDEWALK6" THICK x 18" WIDECONCRETE6" CLASS 5 BASEAGGREGATEAPPROVEDSUBGRADE SOILFENCESIGN POST6"6"6" P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C600 - Details.dwgFEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:08:45 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021C603DETAILSNOT TO SCALECROSS SECTIONINFILTRATION BASIN7C603VARIES(PER PLAN)SLOPE PER PLAN(4:1 MAX)6" MINSLOPE PER PLAN(4:1 MAX)NOTES:1.THE EXISTING SOILS SHALL BE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION TRAFFIC.AREAS SHALL BE STAKED AND MARKED OFF, WITH ONLY LOW IMPACT EQUIPMENT (TRACKED ORSIMILAR) ALLOWED.MNDOT SEED MIX: 33-261OR AS SPECIFIED ON LANDSCAPE PLANEXTEND MODIFIED SOIL UP SLOPESTO POND OUTLET ELEVATIONEXISTING SOILSPRE-MIXED PLANTING MEDIUM: PLAISTED'S RAIN GARDENPEAT MIX (80% SAND, 20% PEAT),OR EQUAL. PLANTINGMEDIUM SHALL PROVIDE 0.8"/HR TO 1.6"/HR INFILTRATIONRATE AT SPECIFIED COMPACTION, VERIFY W/SUPPLIER.EXCAVATE POND BOTTOM TO EXISTING PERMEABLESOILS. REMOVE AND DISPOSE OF EXISTING TOPSOILAND ANY SOILS NON-CONDUCIVE TO INFILTRATION.SEE GEOTECH REPORT.18" MINLOOSEN/DECOMPACT SOIL BELOWBASIN BOTTOM, 18" MINIMUM DEPTH.NOT TO SCALERIP-RAP AT OUTLETS1C603D5D (10' MIN.)41412'2'MN/DOT CLASS IIIRIP-RAPAAMN/DOT CLASS IIIRIP-RAP2'PLANSECTION A-ANOTE:FW300 MIRAFI FABRIC OR EQUAL5D (10' MIN.)2'2'2'WOVEN FILTERFABRIC6"14 DWOVEN FILTERFABRICNOT TO SCALEEROSION CONTROL BLANKET3C603SLOPE INSTALLATIONNOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIREBACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCHWITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THERECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OFSTAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. OF LIME, FERTILIZER, AND SEED.1.3B.12"(30 cm)(15 cm)6"3A.2"-5"4.(5cm-12.5cm)(7.5cm)3"2.(15 cm)6"ENGINEERING FABRICWIRE MESH REINFORCEMENTHIGH FLOW AREASNATURAL SOILDIRECTIONOF RUNOFFNOT TO SCALEINSTALLATION DETAILSILT FENCE4C603NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESHWITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES.FABRIC ANCHORAGETRENCH. BACKFILL WITHTAMPED NATURAL SOILGEOTEXTILE FABRIC50' MINIMUM6" MINIMUM1"-2" WASHED ROCKNOT TO SCALEROCK CONSTRUCTION ENTRANCE2C603AS REQUIREDPUBLIC ROADHARD SURFACE/NOT TO SCALEDEVICE (OR APPROVED EQ.)INFRASAFE INLET PROTECTION 6C603400 MICRON FILTERBAG IN EACH BASKET2 BASKETS WITH 400 MICRON FILTERBAGS. TO BE CHECKED PERIODICALLY ANDCLEANED OUT AFTER EACH RAIN EVENTFITS NEENAH 1642 AND1733 FRAMES OR EQUALPLANPROFILEFLOW8" CURLEX SEDIMENT LOGSWOOD STAKE OR SAND BAG24" MIN.WOOD STAKE TO ONLYPENETRATE NETTING,NOT CURLEX MATERIALRRGROUNDNOTES:1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C.NOT TO SCALESEDIMENT ROLL DETAIL5C603METAL, WOOD POST, OR STAKE.8' MAX. SPACING, 2' INTO GROUND.1.Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for allfees pertaining to this permit. The SWPPP shall be kept onsite at all times.2.Install temporary erosion control measures (inlet protection, silt fence, and rock constructionentrances) prior to beginning any excavation or demolition work at the site.3.Erosion control measures shown on the erosion control plan are the absolute minimum. Thecontractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing,and/or disk the soil parallel to the contours as deemed necessary to further control erosion. Allchanges shall be recorded in the SWPPP.4.All construction site entrances shall be surfaced with crushed rock across the entire width of theentrance and from the entrance to a point 50' into the construction zone.5.The toe of the silt fence shall be trenched in a minimum of 6”. The trench backfill shall becompacted with a vibratory plate compactor.6.All grading operations shall be conducted in a manner to minimize the potential for site erosion.Sediment control practices must be established on all down gradient perimeters before any upgradient land disturbing activities begin.7.All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no caselater than 14 days after the construction activity in that portion of the site has temporarily orpermanently ceased. Temporary stockpiles without significant silt, clay or organic components(e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and theconstructed base components of roads, parking lots and similar surfaces are exempt from thisrequirement.8.The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drainswater from any portion of the construction site, or diverts water around the site, must be stabilizedwithin 200 lineal feet from the property edge, or from the point of discharge into any surface water.Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to asurface water. Stabilization of the remaining portions of any temporary or permanent ditches orswales must be complete within 14 days after connecting to a surface water and construction inthat portion of the ditch has temporarily or permanently ceased.9.Pipe outlets must be provided with energy dissipation within 24 hours of connection to surfacewater.10.All riprap shall be installed with a filter material or soil separation fabric and comply with theMinnesota Department of Transportation Standard Specifications.11.All storm sewers discharging into wetlands or water bodies shall outlet at or below the normalwater level of the respective wetland or water body at an elevation where the downstream slope is 1percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland orwater body.12.All storm sewer catch basins not needed for site drainage during construction shall be covered toprevent runoff from entering the storm sewer system. Catch basins necessary for site drainageduring construction shall be provided with inlet protection.13.In areas where concentrated flows occur (such as swales and areas in front of storm catch basinsand intakes) the erosion control facilities shall be backed by stabilization structure to protect thosefacilities from the concentrated flows.14.Inspect the construction site once every seven days during active construction and within 24 hoursafter a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded in theSWPPP.15.All BMPs must be repaired, replaced, or supplemented when they become nonfunctional or thesediment reaches 1/3 of the capacity of the BMP. These repairs must be made within 24 hours ofdiscovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP.16.If sediment escapes the construction site, off-site accumulations of sediment must be removed in amanner and at a frequency sufficient to minimize off-site impacts.17.All soils tracked onto pavement shall be removed daily.18.All infiltration areas must be inspected to ensure that no sediment from ongoing constructionactivity is reaching the infiltration area and these areas are protected from compaction due toconstruction equipment driving across the infiltration area.19.Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot beplaced in surface waters, including stormwater conveyances such as curb and gutter systems, orconduits and ditches unless there is a bypass in place for the stormwater.20.Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric,construction and demolition debris and other wastes must be disposed of properly and mustcomply with MPCA disposal requirements.21.Oil, gasoline, paint and any hazardous substances must be properly stored, including secondarycontainment, to prevent spills, leaks or other discharge. Restricted access to storage areas mustbe provided to prevent vandalism. Storage and disposal of hazardous waste must be incompliance with MPCA regulations.22.External washing of trucks and other construction vehicles must be limited to a defined area of thesite. Runoff must be contained and waste properly disposed of. No engine degreasing is allowedonsite.23.All liquid and solid wastes generated by concrete washout operations must be contained in aleak-proof containment facility or impermeable liner. A compacted clay liner that does not allowwashout liquids to enter ground water is considered an impermeable liner. The liquid and solidwastes must not contact the ground, and there must not be runoff from the concrete washoutoperations or areas. Liquid and solid wastes must be disposed of properly and in compliance withMPCA regulations. A sign must be installed adjacent to each washout facility to inform concreteequipment operators to utilize the proper facilities.24.Upon completion of the project and stabilization of all graded areas, all temporary erosion controlfacilities (silt fences, hay bales, etc.) shall be removed from the site.25.All permanent sedimentation basins must be restored to their design condition immediatelyfollowing stabilization of the site.26.Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after FinalStabilization.EROSION CONTROL NOTES HGFEDCBA12345678109MNSet No:Comm No:501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:10:40 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtNEW ELEMENTARY SCHOOLINDEPENDENT SCHOOL DISTRICT #624: WHITE BEAR LAKE AREA SCHOOLSHUGO, MNCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020 NEWELEMENTARY (R19) central.rvt192237INDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 55038ARCHITECTURALA4.711 DETAILS - INTERIOR CASEWORK SECTIONSA4.712 DETAILS - INTERIOR CASEWORK SECTIONSA4.801 DETAILS - INTERIOR OPENING DETAILSA4.802 DETAILS - INTERIOR OPENING DETAILSA4.901 DETAILS - INTERIOR CEILING DETAILSA5.101 EXTERIOR ELEVATIONSA5.102 EXTERIOR ELEVATIONSA5.103 EXTERIOR ELEVATIONSA5.104 EXTERIOR ELEVATIONSA5.105 EXTERIOR WALL PATTERNSA5.200 EXTERIOR WALL TYPESA5.201 WALL SECTIONSA5.202 WALL SECTIONSA5.203 WALL SECTIONSA5.204 WALL SECTIONSA5.205 WALL SECTIONSA5.206 WALL SECTIONSA5.207 WALL SECTIONSA5.208 WALL SECTIONSA5.501 DETAILS - EXTERIOR WALLA5.502 DETAILS - EXTERIOR WALLA5.503 DETAILS - EXTERIOR WALLA5.504 DETAILS - EXTERIOR WALLA5.601 DETAILS - EXTERIOR OPENINGSA5.602 DETAILS - EXTERIOR OPENINGSA5.603 DETAILS - EXTERIOR OPENINGSA5.604 DETAILS - EXTERIOR OPENINGSA5.701 DETAILS - EXTERIOR ROOFA5.702 DETAILS - EXTERIOR ROOFA6.101 DETAILS - SITEA6.102 DETAILS - SITEARCHITECTURALA0.001 CODE ANALYSISA0.101 CODE PLAN - MAIN LEVELA0.102 CODE PLAN - UPPER LEVELA0.103 CODE PLAN - STORM SHELTERA2.01a MAIN LEVEL FLOOR PLAN - AREA 'A'A2.01b MAIN LEVEL FLOOR PLAN - AREA 'B'A2.01c MAIN LEVEL FLOOR PLAN - AREA 'C'A2.01d MAIN LEVEL FLOOR PLAN - AREA 'D'A2.01e MAIN LEVEL FLOOR PLAN - AREA 'E'A2.02a UPPER LEVEL FLOOR PLAN - AREA 'A' AND PENTHOUSE PLAN -AREA 'B'A2.02b UPPER LEVEL FLOOR PLAN - AREA 'B'A2.02c UPPER LEVEL FLOOR PLAN - AREA 'C'A2.02d UPPER LEVEL FLOOR PLAN - AREA 'D'A2.02e UPPER LEVEL FLOOR PLAN - AREA 'E'A2.095 ROOF PLANA2.901 DOOR / FRAME / WINDOW / LOUVER TYPESA2.902 STOREFRONT/ CURTAINWALL TYPESA2.903 CURTAINWALL TYPESA2.911 ROOM FINISH SCHEDULES - MAIN LEVELA2.912 ROOM FINISH SCHEDULES - UPPER LEVELA3.01a MAIN LEVEL REFLECTED CEILING PLAN - AREA 'A'A3.01b MAIN LEVEL REFLECTED CEILING PLAN - AREA 'B'A3.01c MAIN LEVEL REFLECTED CEILING PLAN - AREA 'C'A3.01d MAIN LEVEL REFLECTED CEILING PLAN - AREA 'D'A3.01e MAIN LEVEL REFLECTED CEILING PLAN - AREA 'E'A3.02a UPPER LEVEL REFLECTED CEILING PLAN - AREA 'A'A3.02b UPPER LEVEL REFLECTED CEILING PLAN - AREA 'B'A3.02c UPPER LEVEL REFLECTED CEILING PLAN - AREA 'C'A3.02d UPPER LEVEL REFLECTED CEILING PLAN - AREA 'D'A3.02e UPPER LEVEL REFLECTED CEILING PLAN - AREA 'E'A3.030 REFLECTED CEILING PLAN DIMENSIONSA4.101 DETAILS - GENERAL - SYMBOLS, ABBREVIATIONS, MATERIALFINISH SCHEDULEA4.102 DETAILS - GENERAL - MOUNTING HEIGHTSA4.103 ENLARGED TOILET PLANSA4.201 ENLARGED VERTICAL CIRCULATION PLANS AND SECTIONSA4.202 ENLARGED VERTICAL CIRULATION AND SECTIONSA4.203 ENLARGED VERTICAL CIRCULATION, SECTIONS AND DETAILSA4.204 DETAILS - VERTICAL CIRCULATIONA4.205 DETAILS - VERTICAL CIRCULATIONA4.301 MAIN LEVEL FLOOR FINISH PLAN - AREA 'A'A4.302 MAIN AND UPPER LEVEL FLOOR FINISH PLANS - AREA 'B'A4.303 MAIN AND UPPER LEVEL FLOOR FINISH PLANS - AREA 'C'A4.304 MAIN AND UPPER LEVEL FLOOR FINISH PLANS - AREA 'D'A4.305 MAIN AND UPPER LEVEL FLOOR FINISH PLANS - AREA 'E'A4.306 GYMNASIUM STRIPING PLANA4.401 CASEWORK ELEVATIONSA4.402 CASEWORK ELEVATIONSA4.403 INTERIOR ELEVATIONSA4.404 INTERIOR ELEVATIONSA4.405 INTERIOR ELEVATIONSA4.406 INTERIOR ELEVATIONSA4.701 DETAILS - WALL TYPESA4.706 DETAILS - INTERIOR WALL DETAILSA4.707 DETAILS - INTERIOR WALL DETAILSA4.710 DETAILS - INTERIOR CASEWORK SECTIONSCIVILC100 DEMOLITION PLAN - NORTHC101 DEMOLITION PLAN - SOUTHC200 PAVING PLAN - NORTHC201 PAVING PLAN - SOUTHC300 GRADING AND EROSION CONTROL PLAN - NORTHC301 GRADING AND EROSION CONTROL PLAN - SOUTHC400 UTILITY PLAN - NORTHC401 UTILITY PLAN - SOUTHC500 FOXHILL AVE UTILITY CONNECTIONC600 DETAILSC601 DETAILSC602 DETAILSC603 DETAILSL1.001 LANDSCAPE LAYOUT PLAN NW QUADRANTL1.002 LANDSCAPE LAYOUT PLAN NE QUADRANTL1.003 LANDSCAPE LAYOUT PLAN SW QUADRANTL1.004 LANDSCAPE LAYOUT PLAN SE QUADRANTL1.005 LANDSCAPE LAYOUT PLAN N QUADRANTL1.006 OVERALL IRRIGATION LAYOUT PLANL1.007 LANDSCAPE DETAILS, NOTES, AND SCHEDULESL1.008 LANDSCAPE DETAILS, NOTES, AND SCHEDULESL1.009 LANDSCAPE DETAILS, NOTES, AND SCHEDULESL1.010 LANDSCAPE DETAILS, NOTES, AND SCHEDULESSTRUCTURALS0.000 STRUCTURAL TITLE SHEETS2.01a FOOTING AND FOUNDATION PLAN - AREA AS2.01b FOOTING AND FOUNDATION PLAN - AREA BS2.01c FOOTING AND FOUNDATION PLAN - AREA CS2.01d FOOTING AND FOUNDATION PLAN - AREA DS2.01e FOOTING AND FOUNDATION PLAN - AREA ES2.02a UPPER LEVEL AND LOW ROOF FRAMIING PLAN - AREA AS2.02b UPPER LEVEL AND LOW ROOF FRAMIING PLAN - AREA BS2.02c UPPER LEVEL FRAMING PLAN - AREA CS2.02d UPPER LEVEL FRAMING PLAN - AREA DS2.02e UPPER LEVEL FRAMING PLAN - AREA ES2.03a ROOF FRAMING PLAN - AREA AS2.03b ROOF FRAMING PLAN - AREA BS2.03c ROOF FRAMING PLAN - AREA CS2.03d ROOF FRAMING PLAN - AREA DS2.03e ROOF FRAMING PLAN - AREA ES2.04b HIGH ROOF FRAMING PLAN - AREA BS3.001 STORM SHELTER WIND LOADSS3.002 STORM SHELTER WIND LOADSS5.201 SECTIONS AND DETAILSS5.211 SECTIONS AND DETAILSS5.221 SECTIONS AND DETAILSS5.222 SECTIONS AND DETAILSS5.223 SECTIONS AND DETAILSS5.301 BRACED FRAME ELEVATIONSS5.302 BRACED FRAME ELEVATIONSS5.303 BRACED FRAME ELEVATIONS AND DETAILSS6.201 SCHEDULES AND DETAILSMECHANICALM0.000 MECHANICAL TITLE SHEETM1.00a UNDERFLOOR PLUMBING PLAN - AREA 'A'M1.00b UNDERFLOOR PLUMBING PLAN - AREA 'B'M1.00c UNDERFLOOR PLUMBING PLAN - AREA 'C'M1.00d UNDERFLOOR PLUMBING PLAN - AREA 'D'M1.00e UNDERFLOOR PLUMBING PLAN - AREA 'E'M1.01a MAIN LEVEL PLUMBING PLAN - AREA 'A'M1.01b MAIN LEVEL PLUMBING PLAN - AREA 'B'M1.01c MAIN LEVEL PLUMBING PLAN - AREA 'C'M1.01d MAIN LEVEL PLUMBING PLAN - AREA 'D'M1.01e MAIN LEVEL PLUMBING PLAN - AREA 'E'M1.02a UPPER LEVEL PLUMBING PLAN - AREA 'A'M1.02b UPPER LEVEL PLUMBING PLAN - AREA 'B'M1.02c UPPER LEVEL PLUMBING PLAN - AREA 'C'M1.02d UPPER LEVEL PLUMBING PLAN - AREA 'D'M1.02e UPPER LEVEL PLUMBING PLAN - AREA 'E'M2.01a MAIN LEVEL HYDRONIC PLAN - AREA 'A'M2.01b MAIN LEVEL HYDRONIC PLAN - AREA 'B'M2.01c MAIN LEVEL HYDRONIC PLAN - AREA 'C'M2.01d MAIN LEVEL HYDRONIC PLAN - AREA 'D'M2.01e MAIN LEVEL HYDRONIC PLAN - AREA 'E'M2.02a UPPER LEVEL HYDRONIC PLAN - AREA 'A'M2.02b UPPER LEVEL HYDRONIC PLAN - AREA 'B'M2.02c UPPER LEVEL HYDRONIC PLAN - AREA 'C'M2.02d UPPER LEVEL HYDRONIC PLAN - AREA 'D'M2.02e UPPER LEVEL HYDRONIC PLAN - AREA 'E'M3.01a MAIN LEVEL VENTILATION PLAN - AREA 'A'M3.01b MAIN LEVEL VENTILATION PLAN - AREA 'B'M3.01c MAIN LEVEL VENTILATION PLAN - AREA 'C'M3.01d MAIN LEVEL VENTILATION PLAN - AREA 'D'M3.01e MAIN LEVEL VENTILATION PLAN - AREA 'E'M3.02a UPPER LEVEL VENTILATION PLAN - AREA 'A'M3.02b UPPER LEVEL VENTILATION PLAN - AREA 'B'M3.02c UPPER LEVEL VENTILATION PLAN - AREA 'C'M3.02d UPPER LEVEL VENTILATION PLAN - AREA 'D'M3.02e UPPER LEVEL VENTILATION PLAN - AREA 'E'M4.001 MAIN LEVEL FIRE PROTECTION PLANM4.002 UPPER LEVEL FIRE PROTECTION PLANM5.001 MECHANICAL ROOF PLANM5.002 PLUMBING ROOF PLANM6.001 SOUTH PENTHOUSE VENTILATION PLANSM6.002 NORTH PENTHOUSE VENTILATION PLANSM6.003 ENLARGED HYDRONIC PLANSM6.004 PENTHOUSE PLUMBING PLANSM6.005 ENLARGED KITCHEN PLUMBING PLANSM6.006 ENLARGED BOILER ROOM PLUMBING PLANSM6.007 ENLARGED TOILET ROOM PLUMBING PLANSM7.001 DOMESTIC RISER DIAGRAMM7.002 WASTE & VENT RISER DIAGRAMM7.003 HYDRONIC RISER DIAGRAMSM8.000 MECHANICAL SCHEDULESM8.001 MECHANICAL SCHEDULESM9.000 MECHANICAL DETAILSM9.001 MECHANICAL DETAILSM9.002 MECHANICAL DETAILSELECTRICALE0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONSE0.01 ELECTRICAL SITE PLANE0.02 ELECTRICAL OVERALL PLANE0.03 ELECTRICAL OVERALL PLANE1.10 ELECTRICAL LIGHTING PLAN MAIN LEVEL - AREA AE1.11 ELECTRICAL LIGHTING PLAN MAIN LEVEL - AREA BE1.12 ELECTRICAL LIGHTING PLAN MAIN LEVEL - AREA CE1.13 ELECTRICAL LIGHTING PLAN MAIN LEVEL - AREA DE1.14 ELECTRICAL LIGHTING PLAN MAIN LEVEL - AREA EE1.20 ELECTRICAL LIGHTING PLAN UPPER LEVEL - AREA AE1.21 ELECTRICAL LIGHTING PLAN UPPER LEVEL - AREA BE1.22 ELECTRICAL LIGHTING PLAN UPPER LEVEL - AREA CE1.23 ELECTRICAL LIGHTING PLAN UPPER LEVEL - AREA DE1.24 ELECTRICAL LIGHTING PLAN UPPER LEVEL - AREA EE1.25 ELECTRICAL LIGHTING PLAN - PENTHOUSEE2.10 ELECTRICAL POWER PLAN MAIN LEVEL - AREA AE2.11 ELECTRICAL POWER PLAN MAIN LEVEL - AREA BE2.12 ELECTRICAL POWER PLAN MAIN LEVEL - AREA CE2.13 ELECTRICAL POWER PLAN MAIN LEVEL - AREA DE2.14 ELECTRICAL POWER PLAN MAIN LEVEL - AREA EE2.20 ELECTRICAL POWER PLAN UPPER LEVEL - AREA AE2.21 ELECTRICAL POWER PLAN UPPER LEVEL - AREA BE2.22 ELECTRICAL POWER PLAN UPPER LEVEL - AREA CE2.23 ELECTRICAL POWER PLAN UPPER LEVEL - AREA DE2.24 ELECTRICAL POWER PLAN UPPER LEVEL - AREA EE2.25 ELECTRICAL POWER PLAN PENTHOUSEE2.26 ELECTRICAL POWER PLAN - ROOFE3.10 ELECTRICAL TECHNOLOGY PLAN MAIN LEVEL - AREA AE3.11 ELECTRICAL TECHNOLOGY PLAN MAIN LEVEL - AREA BE3.12 ELECTRICAL TECHNOLOGY PLAN MAIN LEVEL - AREA CE3.13 ELECTRICAL TECHNOLOGY PLAN MAIN LEVEL - AREA DE3.14 ELECTRICAL TECHNOLOGY PLAN MAIN LEVEL - AREA EE3.20 ELECTRICAL TECHNOLOGY PLAN UPPER LEVEL - AREA AE3.21 ELECTRICAL TECHNOLOGY PLAN UPPER LEVEL - AREA BE3.22 ELECTRICAL TECHNOLOGY PLAN UPPER LEVEL - AREA CE3.23 ELECTRICAL TECHNOLOGY PLAN UPPER LEVEL - AREA DE3.24 ELECTRICAL TECHNOLOGY PLAN UPPER LEVEL - AREA EE4.0 ENLARGED KITCHEN PLANE5.0 ELECTRICAL LIGHTING SCHEDULEE5.1 ELECTRICAL LIGHTING DETAILSE6.0 ELECTRICAL POWER RISER DIAGRAME6.1 PANELBOARDS, DISTRIBUTION SCHEDULES AND DETAILSE6.2 PANELBOARDS, DISTRIBUTION SCHEDULES AND DETAILSE6.3 BUILDING EQUIPMENT SCHEDULEE6.4 ELECTRICAL MECHANICAL EQUIPMENT SCHEDULEE6.5 KITCHEN DETAILS AND SCHEDULEE7.0 ELECTRICAL DETAILSE8.0 TECHNOLOGY DETAILSE8.1 TECHNOLOGY DETAILSSURVEY - FOR INFORMATIONAL PURPOSES ONLYFOOD SERVICEQF101 FOODSERVICE EQUIPMENT PLANQF111 FOODSERVICE PLUMBING CONNECT PLANQF121 FOODSERVICE ELECTRICAL CONNECT PLANQF131 FOODSERVICE SPECIAL CONDITIONS PLANQF201 FOODSERVICE EQUIPMENT ELEVATIONSQF501 FOODSERVICE DETAILSQF901 FOODSERVICE EQUIPMENT ISOMETRICS1 BUILDING # 1A. SECTION 303, ASSEMBLY: GROUPS A-2 (FOR EXITING & PLUMBING FIXTURES ONLY)B. SECTION 304, BUSINESS: GROUP B (ACCESSORY USE <10%)C. SECTION 305, EDUCATIONAL: GROUP E1.2.3.SEPARATIONS N/AMIXED OCCUPANCIES SECTION 508A.NOTES:1. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIESOR THE MAIN OCCUPANCY PER 508.2.4.2. PER 508.2, ACCESSORY OCCUPANCIES ARE DEFINED AS NOT OCCUPYINGMORE THAN 10% OF MAIN OCCUPANCY, SMALL ASSEMBLY AREAS OF LESSTHAN 750 S.F. (303.1.2) OR ASSEMBLY AREAS ACCESSORY TO GROUP E.(303.1.3) 3. COMMERCIAL KITCHENS AND DEDICATED RESTAURANT SEATINGAREAS DO NOT REQUIRE A SEPARATION.B.OCCUPANCY CLASSIFICATIONS SECTION 302INCIDENTAL USE AREAS TABLE 509CODE ANALYSIS (IBC 2018)FULLY SPRINKLEREDCONSTRUCTION TYPE / FIRE RESISTANCE TABLE 601 / 6024.A.TYPE II-BBUILDING ELEMENTFIRE RESISTANCESTRUCTURAL FRAME0 HREXT. BEARING WALLS0 HR (OR PER TABLE 602)INT. BEARING WALLS0 HREXT. NON-BEARING WALLS 0 => 30 FT.INT. NON-BEARING WALLS 0 HRFLOOR CONSTRUCTION 0 HRROOF CONSTRUCTION0 HRVERTICAL SHAFTS AND 1 HR < 4 STORIES; 2 HR = 4 STORIES +ELEVATOR SHAFTS (707.3.1 / 713.4) 0 HRCORRIDORS (TABLE 1020 / 708) 0 HREXIT ACCESS STAIRWAY (1009.3) 2 STORIES UNENCLOSED (EXCEPTION 1)INTERIOR EXIT STAIRWAY (1023) 1 HR < 4 STORIES, 2 HR = 4 STORIES +5.A. ALLOWABLE HEIGHT AND AREASMOST RESTRICTIVECONST TYPE ALLOWABLE HEIGHT ALLOWABLE NUMBER ALLOWABLE AREA NON-SEPARATEDGROUP TABLE 601 TABLE 504.3 OF STORIES TABLE 506.2 OCCUPANCY 508.3E II B 75 FT 3 STORIES 43,500 S.F.6.ALLOWABLE AREA MODIFICATIONS SECTION 506ACTUAL AREAGROUP MAIN LEVEL UPPER LEVEL * MEZZANINE ** PENTHOUSEE 44,737 SF 24,396 SF4,441 SFTOTALS: 69,113 SF* THE MEZZANINE IS LESS THAN 1/3 THE AREA OF THE ROOM IT SERVES AND IS NOT COUNTED SQUARE FOOTAGEOR A STORY OF THE ROOM IT SERVES PER 505.2.** THE ROOFTOP PENTHOUSE HOLDS MECHANICAL EQUIPMENT, DOES NOT EXTEND 18 FEET ABOVE ADJACENT ROOF, IS LESS THAN 1/3 THE AREA OF THE SUPPORTING ROOF AND IS NOT CONSIDERED AN ADDITIONAL STORY PER 1510.2.B.NOTES:GENERAL BUILDING HEIGHT AND AREA SECTION 504 / 5066. ALLOWABLE AREA MODIFICATIONS SECTION 506SINGLE OCCUPANCY, MULTISTORY BUILDING 506.2.3GROUP E1. EQUATION 5-2 (506.2.3) :A(a) = { A(t) + [NS * I(f)] } * S(a) A(a) = { 43,500 + [ 14,500 *0.49 ] } * 2 A(a) = 101,210 SF2. EQUATION 5-5 (506.3.3) : AREA INCREASE DUE TO FRONTAGEI(f) = [F/P - 0.25] * W/30I(f) = [913'-9"/1231'-7" - 0.25] * 30'/30I(f) = 0.49A.8.SPRINKLEREDROOMS AND GROUPCORRIDORS ENCLOSED SPACESA-1, A-2B / A C / BA-3, A-4, A-5 B / A C / CB, E, MC / B C / CTABLE 1-AUSEFACTOR S.F./ USE S.F. REQUIREDAUDITORIUMS, STADIUMS, GYMNASIUMS 0.001 6560 7(EXCLUDES PLAYING AREAS,COURTS AND FIELDS)CONFERENCE ROOMS0.0025 2741 7DINING ROOMS0.003 3822 12CLASSROOMS 0.002 28242 57KITCHEN, COMMERCIAL 0.003 1371 5LIBRARIES (INC. ASSOC. INCIDENTAL AREAS) 0.002 3132 7MECHANICAL EQUIP ROOM 0.001 5747 6OFFICES0.0025 12015 31STORAGE AND STOCK ROOMS 0.0025 2063 6ALL OTHERS0.0025 4002 11TOTAL RECYCLING SPACE REQUIRED149 S.F.9.WALL AND CEILING FINISHES TABLE 803.13RECYCLING SPACEMN CODE 1303.15ALL BUILDINGS10a. DAYTIME PLUMBING FIXTURE COUNT TABLE 2902.1"E" OCCUPANCY (DAY) STUDENTS / STAFF ACTUAL CAPACITY OF 820 PLUS 10%1. OCCUPANTS MENWOMEN TOTAL451451 902DRINKING SERVICE2. FIXTURE RATIO WC URINAL LAV WC LAV FOUNTAINS SINK1:50 <2/3 OF WC 1:50 1:50 1:50 1:100 13. FIXTURES REQUIRED 10 NONE 10 10 10 10 14. ACTUAL FIXTURES 20* 0 22 21 22 20 3* 0 URINALS ARE BEING SUBSTITUTED FOR 0 MEN'S WATER CLOSETS.A.A. "A-2" OCCUPANCY (CAFETERIA)1. OCCUPANTS MENWOMEN TOTAL111111 222DRINKING SERVICE2. FIXTURE RATIO WC URINAL LAV WC LAV FOUNTAINS SINK1:75 <2/3 OF WC 1:200 1:75 1:200 1:500 13. FIXTURES REQUIRED 2 NONE 1 2 1 1 1B."A-3" OCCUPANCY (GYMNASIUM)1. OCCUPANTS MENWOMEN TOTAL300300 600DRINKING SERVICE2. FIXTURE RATIO WC URINAL LAV WC LAV FOUNTAINS SINK1:125 <2/3 OF WC 1:200 1:65 1:200 1:500 13. FIXTURES REQUIRED 3 NONE 2 5 2 2 1NOTE: DAYTIME OCCUPANCY IS BASED ON STUDENT/STAFF CAPACITY AND EXCLUDES ASSEMBLY SPACES10b. EVENING PLUMBING FIXTURE COUNT TABLE 2902.1NOTE: EVENING OCCUPANCY ASSUMES CONCURRENT EVENTS IN CAFETERIA & GYMNASIUMD. ACTUAL EVENING FIXTURES 6* 0 8 8 9 8 2* 0 URINALS ARE BEING SUBSTITUTED FOR 0 MEN'S WATER CLOSETS.C. TOTAL EVENING FIXTURES REQ'D 5* 0 3 7 3 3 1* 0 URINALS ARE BEING SUBSTITUTED FOR 0 MEN'S WATER CLOSETS.12.ENERGY CODETHE ENERGY CODE USED FOR THIS PROJECT ISIECCTHE BUILDING IS IN ZONE # 6AEFFECTIVE CODE REFERENCES2020 MINNESOTA STATE BUILDING CODE (MSBC), CHAPTER 1305, WHICH ADOPTS AND AMENDS THE 2018 INTERNATIONAL BUILDING CODE (IBC)2020 MINNESOTA STATE MECHANICAL AND FUEL GAS CODE, CHAPTER 13462020 NATIONAL ELECTRICAL CODE (NEC)2015 MINNESOTA STATE PLUMBING CODE, CHAPTER 47142020 MINNESOTA STATE FIRE CODE, WHICH ADOPTS AND AMENDS THE 2018 INTERNATIONAL FIRE CODE2020 MINNESOTA COMMERCIAL ENERGY CODE, CHAPTERS 1322 & 13232020 MINNESOTA ACCESSIBILITY CODE, CHAPTER 13412020 MINNESOTA ELEVATOR AND RELATED DEVICES CODE, CHAPTER 13077.A.TRAVEL DISTANCES/ EXIT SYSTEMSCOMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1) = 75 FT.(TO A POINT WHERE OCCUPANT HAS TWO MEANS OF EGRESS.)EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2(TRAVEL DISTANCE TO AN EXIT OR A RATED EXIT SYSTEM.)OCCUPANCYW/ SPRINKLERA, E, F-1, M, R, S-1250CORRIDORS 1020A. MINIMUM WIDTH (TABLE 1020.2) = 44" OR 36" FOR LESS THAN 50 OCCUPANTSMINIMUM WIDTH 72" FOR GROUP E OVER 100 OCCUPANTS.B. DEAD ENDS (1020.4):50' IN ALL GROUPS EXCEPT A AND H WITH SPRINKLERED CONSTRUCTION;ORLENGTH = 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR.1.2.3.MEANS OF EGRESSCHAPTER 10CONSTRUCTION TYPE / FIRE RESISTANCE TABLE 601 / 6024.A.TYPE II-BBUILDING ELEMENTFIRE RESISTANCESTRUCTURAL FRAME0 HREXT. BEARING WALLS0 HR (OR PER TABLE 602)INT. BEARING WALLS0 HREXT. NON-BEARING WALLS 0 => 30 FT.INT. NON-BEARING WALLS 0 HRFLOOR CONSTRUCTION 0 HRROOF CONSTRUCTION0 HRVERTICAL SHAFTS AND 1 HR < 4 STORIES; 2 HR = 4 STORIES +ELEVATOR SHAFTS (707.3.1 / 713.4) 0 HRCORRIDORS (TABLE 1020 / 708) 0 HREXIT ACCESS STAIRWAY (1009.3) 2 STORIES UNENCLOSED (EXCEPTION 1)INTERIOR EXIT STAIRWAY (1023) 1 HR < 4 STORIES, 2 HR = 4 STORIES +BUILDING #2A. SECTION 305, EDUCATIONAL: GROUP E1.BOILER ROOM (15 PSI OR 10 HP)1 HR 2.3.SEPARATIONS N/AMIXED OCCUPANCIES SECTION 508A.NOTES:1. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIESOR THE MAIN OCCUPANCY PER 508.2.4.2. PER 508.2, ACCESSORY OCCUPANCIES ARE DEFINED AS NOT OCCUPYINGMORE THAN 10% OF MAIN OCCUPANCY, SMALL ASSEMBLY AREAS OF LESSTHAN 750 S.F. (303.1.2) OR ASSEMBLY AREAS ACCESSORY TO GROUP E.(303.1.3) 3. COMMERCIAL KITCHENS AND DEDICATED RESTAURANT SEATINGAREAS DO NOT REQUIRE A SEPARATION.B.OCCUPANCY CLASSIFICATIONS SECTION 302INCIDENTAL USE AREAS TABLE 509CODE ANALYSIS (IBC 2018)FULLY SPRINKLERED5.A. ALLOWABLE HEIGHT AND AREASMOST RESTRICTIVECONST TYPE ALLOWABLE HEIGHT ALLOWABLE NUMBER ALLOWABLE AREA NON-SEPARATEDGROUP TABLE 601 TABLE 504.3 OF STORIES TABLE 506.2 OCCUPANCY 508.3E II B 75 FT 3 STORIES 43,500 S.F.6. ALLOWABLE AREA MODIFICATIONS SECTION 506ACTUAL AREAGROUP MAIN LEVEL UPPER LEVEL * MEZZANINE ** PENTHOUSEE 8,877 SF 8,877 SFTOTALS: 17,754 SF* THE MEZZANINE IS LESS THAN 1/3 THE AREA OF THE ROOM IT SERVES AND IS NOT COUNTED SQUARE FOOTAGEOR A STORY OF THE ROOM IT SERVES PER 505.2.** THE ROOFTOP PENTHOUSE HOLDS MECHANICAL EQUIPMENT, DOES NOT EXTEND 18 FEET ABOVE ADJACENT ROOF, IS LESS THAN 1/3 THE AREA OF THE SUPPORTING ROOF AND IS NOT CONSIDERED AN ADDITIONAL STORY PER 1510.2.B.NOTES:GENERAL BUILDING HEIGHT AND AREA SECTION 504 / 5066. ALLOWABLE AREA MODIFICATIONS SECTION 506SINGLE OCCUPANCY, MULTISTORY BUILDING 506.2.3GROUP E1. EQUATION 5-2 (506.2.3) :A(a) = { A(t) + [NS * I(f)] } * S(a) A(a) = { 43,500 + [ 14,500 * 0.47 ] } * 2 A(a) = 100,630 SF2. EQUATION 5-5 (506.3.3) : AREA INCREASE DUE TO FRONTAGEI(f) = [F/P - 0.25] * W/30I(f) = [318'-6"/442'-5" - 0.25] * 30'/30I(f) = 0.47A.7.A. TRAVEL DISTANCES/ EXIT SYSTEMSCOMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1) = 75 FT.(TO A POINT WHERE OCCUPANT HAS TWO MEANS OF EGRESS.)EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2(TRAVEL DISTANCE TO AN EXIT OR A RATED EXIT SYSTEM.)OCCUPANCYW/ SPRINKLERA, E, F-1, M, R, S-1250CORRIDORS 1020A. MINIMUM WIDTH (TABLE 1020.2) = 44" OR 36" FOR LESS THAN 50 OCCUPANTSMINIMUM WIDTH 72" FOR GROUP E OVER 100 OCCUPANTS.B. DEAD ENDS (1020.4):50' IN ALL GROUPS EXCEPT A AND H WITH SPRINKLERED CONSTRUCTION;ORLENGTH = 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR.1.2.3.MEANS OF EGRESSCHAPTER 10BUILDING #3A. SECTION 303, ASSEMBLY: GROUPS A-3 (FOR EXITING & PLUMBING FIXTURES ONLY)B. SECTION 305, EDUCATIONAL: GROUP E1.BOILER ROOM (15 PSI OR 10 HP)1 HR2.3.SEPARATIONS N/AMIXED OCCUPANCIES SECTION 508A.NOTES:1. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIESOR THE MAIN OCCUPANCY PER 508.2.4.2. PER 508.2, ACCESSORY OCCUPANCIES ARE DEFINED AS NOT OCCUPYINGMORE THAN 10% OF MAIN OCCUPANCY, SMALL ASSEMBLY AREAS OF LESSTHAN 750 S.F. (303.1.2) OR ASSEMBLY AREAS ACCESSORY TO GROUP E.(303.1.3) 3. COMMERCIAL KITCHENS AND DEDICATED RESTAURANT SEATINGAREAS DO NOT REQUIRE A SEPARATION.B.OCCUPANCY CLASSIFICATIONS SECTION 302INCIDENTAL USE AREAS TABLE 509CODE ANALYSIS (IBC 2018)FULLY SPRINKLEREDCONSTRUCTION TYPE / FIRE RESISTANCE TABLE 601 / 6024.A.TYPE II-BBUILDING ELEMENTFIRE RESISTANCESTRUCTURAL FRAME0 HREXT. BEARING WALLS0 HR (OR PER TABLE 602)INT. BEARING WALLS0 HREXT. NON-BEARING WALLS 0 => 30 FT.INT. NON-BEARING WALLS 0 HRFLOOR CONSTRUCTION 0 HRROOF CONSTRUCTION0 HRVERTICAL SHAFTS AND 1 HR < 4 STORIES; 2 HR = 4 STORIES +ELEVATOR SHAFTS (707.3.1 / 713.4) 0 HRCORRIDORS (TABLE 1020 / 708) 0 HREXIT ACCESS STAIRWAY (1009.3) 2 STORIES UNENCLOSED (EXCEPTION 1)INTERIOR EXIT STAIRWAY (1023) 1 HR < 4 STORIES, 2 HR = 4 STORIES +5.A. ALLOWABLE HEIGHT AND AREASMOST RESTRICTIVECONST TYPE ALLOWABLE HEIGHT ALLOWABLE NUMBER ALLOWABLE AREA NON-SEPARATEDGROUP TABLE 601 TABLE 504.3 OF STORIES TABLE 506.2 OCCUPANCY 508.3E II B 75 FT 3 STORIES 43,500 S.F.6. ALLOWABLE AREA MODIFICATIONS SECTION 506ACTUAL AREAGROUP MAIN LEVEL UPPER LEVEL * MEZZANINE ** PENTHOUSEE 9,702 SF 855 SFTOTALS: 10,557 SF* THE MEZZANINE IS LESS THAN 1/3 THE AREA OF THE ROOM IT SERVES AND IS NOT COUNTED SQUARE FOOTAGEOR A STORY OF THE ROOM IT SERVES PER 505.2.** THE ROOFTOP PENTHOUSE HOLDS MECHANICAL EQUIPMENT, DOES NOT EXTEND 18 FEET ABOVE ADJACENT ROOF, IS LESS THAN 1/3 THE AREA OF THE SUPPORTING ROOF AND IS NOT CONSIDERED AN ADDITIONAL STORY PER 1510.2.B.NOTES:GENERAL BUILDING HEIGHT AND AREA SECTION 504 / 5066. ALLOWABLE AREA MODIFICATIONS SECTION 506SINGLE OCCUPANCY, MULTISTORY BUILDING 506.2.3GROUP E1. EQUATION 5-2 (506.2.3) :A(a) = { A(t) + [NS * I(f)] } * S(a) A(a) = { 43,500 + [ 14,500 * 0.33 ] } * 2 A(a) = 96,570 SF2. EQUATION 5-5 (506.3.3) : AREA INCREASE DUE TO FRONTAGEI(f) = [F/P - 0.25] * W/30I(f) = [265'-2"/456'-7 - 0.25] * 30'/30I(f) = 0.33A.7.A. TRAVEL DISTANCES/ EXIT SYSTEMSCOMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1) = 75 FT.(TO A POINT WHERE OCCUPANT HAS TWO MEANS OF EGRESS.)EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2(TRAVEL DISTANCE TO AN EXIT OR A RATED EXIT SYSTEM.)OCCUPANCYW/ SPRINKLERA, E, F-1, M, R, S-1250CORRIDORS 1020A. MINIMUM WIDTH (TABLE 1020.2) = 44" OR 36" FOR LESS THAN 50 OCCUPANTSMINIMUM WIDTH 72" FOR GROUP E OVER 100 OCCUPANTS.B. DEAD ENDS (1020.4):50' IN ALL GROUPS EXCEPT A AND H WITH SPRINKLERED CONSTRUCTION;ORLENGTH = 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR.1.2.3.MEANS OF EGRESSCHAPTER 10FEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:10:43 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvt1/16" = 1'-0"Central: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA0.001CODE ANALYSISEBLTME11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 55038RevisionsDescription Date Num ##EXIT LOADOCCUPANT LOADMAIN PATH OF EGRESSNEW 2 HOUR FIRE BARRIER(SHAFT ENCLOSURES: 707.3.1, HORIZ EXITS: 1025.1 /707 /711, OCCUPANCY SEPARATIONS: 508.4, INTERIOR EXIT STAIRWAY/ EXIT ACCESS STAIRWAY: 1022.2, /707 /711)DOOR OPENINGS:GLAZING:DUCTWORK:NEW 2 HOUR FIRE WALL(AREA SEPARATIONS: 706.1, HORIZONTAL EXITS: 1025.1)DOOR OPENINGS:GLAZING:DUCTWORK:CONSTRUCTION CAPABLE OF RESISTING THE PASSAGE OF SMOKE(509.4.2 / MN PR-01)GAPS < 1 1/2":GAPS > 1 1/2":DOOR CLOSERS REQ'D:TRANSFER DUCTS:STANDARD DUCTS:1 HOUR SMOKE BARRIER (OCCUPANCY I-3, 408.6 / 709.3)OPENINGS:GLAZING:DUCTWORK:CODE LEGEND##OCCUPANT FACTOR##NEW ZERO RATED CORRIDOR(1018.1 WITH SPRINKLER SYSTEM)OPENINGS:GLAZING:DUCTWORK:NOTE:0 MIN.0 MIN.CORRIDOR CANNOT BE USED AS SUPPLY, RETURN, EXHAUST, RELIEF OR VENTILATION AIR DUCTS.RETURN AIR PLENUMS ARE ALLOWED. (1018.5.1)DOORS 20 MIN., WINDOWS 45 MIN.1296 SQ IN, 54" MAX WIDTH/ HEIGHT OR MAX SIZE TESTEDSMOKE DAMPERMINERAL WOOL OR FIRE SAFINGSMOKE SEALANT(SMOKE GASKETING NOT REQUIRED)SMOKE DAMPERSMOKE / FIRE DAMPER NOT REQUIRED90 MIN.100 SQ IN MAX, 33" MAX HT, 10" MAX WIDTH90 MIN. FIRE DAMPER90 MIN FIRE/ SMOKE DAMPER (AT SHAFT ENCLOSURES)90 MIN.; < 25% LENGTH OF WALL90 MIN. 100 SQ. IN. MAX90 MIN. FIRE DAMPER2100 SFOFFICE1300 SFCHAIR STORAGE1300 SFGYM STORAGE3300 SFBOILER2300 SFRECEIVING1300 SFCIRC5200 SFKITCHEN22315 SFCAFETERIA1300 SFEXTENDED DAYSTORAGE4720 SFMUSIC5100 SFRECEPTION1615 SFCONFERENCE5100 SFHEALTH ROOM2100 SFPRINCIPAL2100 SFDEAN3100 SFFLEX OFFICE1100 SFOFFICE1300 SFSTORAGE3415 SFSTAFF DINING815 SFSMALL GROUP815 SFSMALL GROUP3820 SFCENTER BASEDCLASSROOM4320 SFCENTER BASEDCLASSROOM715 SFSENSORY615 SFSENSORY715 SFSMALL GROUP820 SFSOCIAL WORK/PSYCH4120 SFCLASSROOM3920 SFCLASSROOM1300 SFCUST915 SFSMALL GROUP1300 SFELEC3820 SFCLASSROOM3920 SFCLASSROOM915 SFSMALL GROUP4100 SFSTAFF OFFICE3920 SFCLASSROOM1615 SFSPECIAL ED /INTERVENTION815 SFSMALL GROUP315 SFCALMING ROOM3820 SFCLASSROOM4100 SFSTAFF OFFICE3920 SFCLASSROOM3920 SFCLASSROOM915 SFSMALL GROUP3920 SFCLASSROOM3920 SFCLASSROOM815 SFSMALL GROUP915 SFSMALL GROUP315 SFCALMING ROOM1615 SFSPECIAL ED /INTERVENTION1300 SFELEC1300 SFMUSIC STORAGE4820 SFMUSIC2100 SFENSEMBLE / OFFICE2100 SFEXTENDED DAYOFFICE4150 SFLEARNING COMMONS3015 SFPLATFORM2100 SFMEDIA WORK ROOM320 SFCALMING320 SFCALMING4120 SFCLASSROOM815 SFSMALL GROUP3920 SFCLASSROOM4020 SFCLASSROOM3820 SFCLASSROOM915 SFSMALL GROUP4100 SFSTAFF OFFICE3920 SFCLASSROOM915 SFSMALL GROUP315 SFCALMING ROOM1615 SFSPECIAL ED /INTERVENTIONBUILDING #3EIIBBUILDING #1EIIBBUILDING #2EIIBOCCUPANCY GROUP A-2 (USED FOR PLUMBING COUNT AND EXITING)OCCUPANCY GROUP A-3 (USED FOR PLUMBING COUNT AND EXITING)GAME COURT: 84'-0" X 50'-0"=4,200 SF4,200 / 7 NET = 600 TOTAL OCCUPANTS3001001001045113HORIZONTAL EXITREQUIRED WIDTH: 300 x 0.2 = 60"ACTUAL: 68" 139'-6"98'-9"9 9 '-0 "1 0 8 '-2 "115'-9"2831300 SFOUTDOOR STORAGE1300 SFELECAREA 'B'AREA 'C'11182100 SFOFFICE1200 SFDRY STORAGE2100 SFOFFICE1300 SFSTORAGE / RECYCLE1200 SFWAREWASHING11441094283315 SFSENSORY ROOMT1300 SFELECTT T1300 SFWATER RISERTTTTTTTTTT1920 SFWORKROOMT T1300 SFELEC283TTT T315 SFSENSORY ROOMTTTTT TTT315 SFSENSORY ROOM1111 9 2 '-0 "114A-3A-2BBUILDING 3BUILDING 1BUILDING #3BUILDING #1BUILDING #1BUILDING #2BUILDING #2BUILDING #14'-0"4'-0"1300 SFSTORAGE1300 SFSTORAGE1300 SFSTORAGE115'-9"115'-9"74'-9" COMMON PATHREQUIRED WIDTH:283 x 0.15 = 43"ACTUAL WIDTH: 64"REQUIRED WIDTH:213 x 0.15 = 32"ACTUAL WIDTH: 32"213REQUIRED WIDTH:283 x 0.15 = 43"ACTUAL WIDTH: 64"REQUIRED WIDTH:283 x 0.15 = 43"ACTUAL WIDTH: 64"74'-9" COMMON PATH74'-9" COMMON PATH4'-0"10'-0"706 SF / 20 = 36 OCC(FOR EGRESS WIDTH ONLY)SEE F5 ON A0.10100 SFMUDROOM706 SF / 20 = 36 OCC(FOR EGRESS WIDTH ONLY)SEE F5 ON A0.101REQUIRED WIDTH:111 x 0.15 = 17"ACTUAL WIDTH: 32"1100 SFCOT706 SF / 20 = 36 OCC(FOR EGRESS WIDTH ONLY)SEE F5 ON A0.101REQUIRED WIDTH:113 x 0.2 = 23"ACTUAL WIDTH: 32"REQUIRED WIDTH:18 x 0.15 = 3"ACTUAL WIDTH: 32"1300 SFDATA4300 SFCHILLER ENCLOSURE00 SFMUDROOM00 SFMUDROOM1 HR FIRE RATED CONSTRUCTION; EXTEND 4' BEYOND FIRE WALL PER IBC 706.5.1.11 HR FIRE RATED CONSTRUCTION; EXTEND 4' BEYOND FIRE WALL PER IBC 706.5.1.1REQUIRED WIDTH:104 x 0.2 = 21"ACTUAL WIDTH: 32"REQUIRED WIDTH:100 x 0.2 = 20"ACTUAL WIDTH: 32"REQUIRED WIDTH:100 x 0.2 = 20"ACTUAL WIDTH: 32"REQUIRED WIDTH:114 x 0.2 = 23"ACTUAL WIDTH: 96"REQUIRED WIDTH:296 x 0.15 = 45"ACTUAL WIDTH: 96"(A OCCUPANCY)(E OCCUPANCY)(A OCCUPANCY)(A OCCUPANCY)(A OCCUPANCY)1 HR FIRE RATED CONSTRUCTION; EXTEND 4' BEYOND FIRE WALL PER IBC 706.5.1.11 HR FIRE RATED CONSTRUCTION; EXTEND 10' BEYOND FIRE WALL PER IBC 706.5.1.1100STAIR ASTAIR BSTAIR CSTAIR D00 SFELEVATOR1300 SFELEC4'-0"10'-0"4'-0"TAREA 'A'AREA 'B'AREA 'A'AREA 'B'CLASSROOMSTAFFOFFICECLASSROOMCLASSROOMSMALLGROUPCLASSROOM CLASSROOMSMALLGROUPSMALLGROUPCALMINGROOMSPECIALED /INTERVENTIONELECT TTTSENSORYROOMBUILDING #1BUILDING #2BUILDING #2BUILDING #1STORAGE115'-9"74'-9" COMMON PATH4'-0"4'-0"70"95"70"72"81 SF74 SF265 SF114 SF129 SF43 SFTOTAL AREA = 706 SFFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:10:53 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA0.101CODE PLAN -MAIN LEVELEBLTME11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/16" = 1'-0"CODE PLAN - MAIN LEVELF112' 24'01/8" = 1'-0"ENLARGED STUDIO CODE PLAN, TYPICALF56' 12'RevisionsDescription Date Num 3920 SFCLASSROOM3920 SFCLASSROOM3920 SFCLASSROOM3820 SFCLASSROOM4100 SFSTAFF OFFICE3820 SFCLASSROOM915 SFSMALL GROUP815 SFSMALL GROUP915 SFSMALL GROUP620 SFFLEX SPACE315 SFCALMING ROOM1615 SFSPECIAL ED /INTERVENTION3100 SFPROFESSIONAL /CURRICULUMSTORAGE720 SFSPED BREAK OUT2100 SFSPEECH/OT915 SFSMALL GROUP2100 SFMOTHERS ROOM4020 SFCLASSROOM3920 SFCLASSROOM3920 SFCLASSROOM3820 SFCLASSROOM4100 SFSTAFF OFFICE3820 SFCLASSROOM1615 SFSPECIAL ED /INTERVENTION315 SFCALMING ROOM815 SFSMALL GROUP915 SFSMALL GROUP915 SFSMALL GROUP1300 SFDATA1300 SFDATA3820 SFLANGUAGE915 SFSMALL GROUP3820 SFLANGUAGE4020 SFCLASSROOM3920 SFCLASSROOM4020 SFCLASSROOM3820 SFCLASSROOM4100 SFSTAFF OFFICE3920 SFCLASSROOM915 SFSMALL GROUP815 SFSMALL GROUP1300 SFDATA1615 SFSPECIAL ED /INTERVENTION915 SFSMALL GROUP315 SFCALMING ROOM4920 SFMULTIPURPOSEROOM315 SFSENSORY ROOM315 SFSENSORY ROOM315 SFSENSORY ROOMOPEN TO BELOW283TTT TTTT TT TTT28328398232'-9"192'-0"60BUILDING #1BUILDING #2BUILDING #2BUILDING #1BUILDING #3EIIBBUILDING #1EIIBBUILDING #2EIIBBUILDING 3BUILDING 1BUILDING #3BUILDING #1REQUIRED WIDTH:283 x 0.2 = 57"ACTUAL WIDTH: 44"REQUIRED WIDTH:276 x 0.2 = 56"ACTUAL WIDTH: 44"REQUIRED WIDTH:274 x 0.2 = 55"ACTUAL WIDTH: 44"REQUIRED WIDTH:98 x 0.2 = 20"ACTUAL WIDTH: 44"REQUIRED WIDTH:60 x 0.2 = 12"ACTUAL WIDTH: 72"OPEN TO BELOW3300 SFMECHROOFROOFROOFROOFROOFROOFROOF74'-9" COMMON PATH706 SF / 20 = 36 OCC(FOR EGRESS WIDTH ONLY)SEE F5 ON A0.101150'-3"706 SF / 20 = 36 OCC(FOR EGRESS WIDTH ONLY)SEE F5 ON A0.101150'-3"74'-9" COMMON PATHREQUIRED WIDTH:283 x 0.15 = 43"ACTUAL WIDTH: 64"150'-3"74'-9" COMMON PATH706 SF / 20 = 36 OCC(FOR EGRESS WIDTH ONLY)SEE F5 ON A0.101REQUIRED WIDTH:283 x 0.15 = 43"ACTUAL WIDTH: 64"REQUIRED WIDTH:283 x 0.15 = 43"ACTUAL WIDTH: 64"00 SFMUDROOM00 SFMUDROOM00 SFMUDROOMSTAIR ASTAIR BSTAIR CSTAIR D???1300 SFSTOR1300 SFSTOR1300 SFELEV1300 SFSTORAGESTAIR E##EXIT LOADOCCUPANT LOADMAIN PATH OF EGRESSNEW 2 HOUR FIRE BARRIER(SHAFT ENCLOSURES: 707.3.1, HORIZ EXITS: 1025.1 /707 /711, OCCUPANCY SEPARATIONS: 508.4, INTERIOR EXIT STAIRWAY/ EXIT ACCESS STAIRWAY: 1022.2, /707 /711)DOOR OPENINGS:GLAZING:DUCTWORK:NEW 2 HOUR FIRE WALL(AREA SEPARATIONS: 706.1, HORIZONTAL EXITS: 1025.1)DOOR OPENINGS:GLAZING:DUCTWORK:CONSTRUCTION CAPABLE OF RESISTING THE PASSAGE OF SMOKE(509.4.2 / MN PR-01)GAPS < 1 1/2":GAPS > 1 1/2":DOOR CLOSERS REQ'D:TRANSFER DUCTS:STANDARD DUCTS:1 HOUR SMOKE BARRIER (OCCUPANCY I-3, 408.6 / 709.3)OPENINGS:GLAZING:DUCTWORK:CODE LEGEND##OCCUPANT FACTOR##NEW ZERO RATED CORRIDOR(1018.1 WITH SPRINKLER SYSTEM)OPENINGS:GLAZING:DUCTWORK:NOTE:0 MIN.0 MIN.CORRIDOR CANNOT BE USED AS SUPPLY, RETURN, EXHAUST, RELIEF OR VENTILATION AIR DUCTS.RETURN AIR PLENUMS ARE ALLOWED. (1018.5.1)DOORS 20 MIN., WINDOWS 45 MIN.1296 SQ IN, 54" MAX WIDTH/ HEIGHT OR MAX SIZE TESTEDSMOKE DAMPERMINERAL WOOL OR FIRE SAFINGSMOKE SEALANT(SMOKE GASKETING NOT REQUIRED)SMOKE DAMPERSMOKE / FIRE DAMPER NOT REQUIRED90 MIN.100 SQ IN MAX, 33" MAX HT, 10" MAX WIDTH90 MIN. FIRE DAMPER90 MIN FIRE/ SMOKE DAMPER (AT SHAFT ENCLOSURES)90 MIN.; < 25% LENGTH OF WALL90 MIN. 100 SQ. IN. MAX90 MIN. FIRE DAMPER14300 SFPENTHOUSEFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:11:01 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvt1/16" = 1'-0"Central: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA0.102CODE PLAN -UPPER LEVELEBLTME11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/16" = 1'-0"CODE PLAN - UPPER LEVELF112' 24'01/16" = 1'-0"CODE PLAN - PENTHOUSEF512' 24'RevisionsDescription Date Num 1300 SFWATER RISERTTTBUILDING #3BUILDING #16017 SFGYMF1A0.103_______DOOR TO BE HELD OPEN FOR NATURAL VENTILATIONSTORM RATED DOORSTORM RATED DOORSTORM RATED DOORTORNADO SHELTER SIGN TYPE 'A'STORM RATED DOORTORNADO SHELTER SIGN TYPE 'B'TORNADO SHELTER SIGN TYPE 'B'DOOR TO BE HELD OPEN FOR NATURAL VENTILATIONSTORM RATED DOORSTORM RATED DOORB1A5.202______________SIMC1A0.103LEGEND:STORM SHELTER - EXTENTSSTORM SHELTER - OCCUPANT FLOOR AREACANOPY FRAMING -T/BEAM111' -6 1/2"ABCDC.7A.1T.O. FOOTINGSEE STRUCTFINISH FLOOR100'-0"T.O. PRECAST132'-0"T.O. STL STUD134'-0"CONCRETE SLAB ON GRADE, SEE STRUCTCOMPOSITE DECK, SEE STRUCTCONC. FOUNDATION & FOOTING, SEE STRUCTMOTORIZED ROOF HATCH FOR VENTILATION EXHAUST WITH #3 REBAR AT 3" O.C., (SEE STRUCT) 8.38 SF X (3) ROOF HATCHES = 25.14 SF14" PRECAST PANELS, SEE STRUCTSTORM LOUVER VENT, SEE MECHCURTAINWALL WITH COILING STORM SHUTTER, TYP.AA.1BCC.7DT.O. STUD - MUSIC119'-0"B1A5.202_______250 MPH SAFE ROOM DESIGN WIND SPEED (3-SEC GUST)MISSILE IMPACT RESISTANCE: 15 LB 2x4 @ 67 MPH (HORIZONTAL SURFACES)15 LB 2x4 @ 100 MPH (VERTICAL SURFACES)SAFE ROOM BUILDER: ICSTORNADO SAFE ROOM1'-0"1'-6"5" H TORNADO GRAPHIC5'-0" AFF TYP3/4" ARIAL FONT, WHITE RAISED LETTERING3/8" ARIAL FONT, WHITE RAISED LETTERINGTHERMOFORMED WALL SIGN, RAISED LETTERING TO BE WHITE, BACKGROUND TO BE SELECTED BY ARCHITECTINTEGRAL TACTILE BRAILLE, TO READ "TORNADO SAFE ROOM"TYP1/2"1 1/2"1/2"1/2"1 1/2"250 MPH SAFE ROOM DESIGN WIND SPEED (3-SEC GUST)SAFE ROOM BUILDER: ICSTORNADO SAFE ROOM1'-0"1'-6"6" H TORNADO GRAPHIC3/4" ARIAL FONT, WHITE RAISED LETTERING3/8" ARIAL FONT, WHITE RAISED LETTERINGTHERMOFORMED WALL SIGN, RAISED LETTERING TO BE WHITE, BACKGROUND TO BE SELECTED BY ARCHITECT5'-0" AFF TYP1 1/2"0"1/2"1/2"6 1/2"1"INTEGRAL TACTILE BRAILLE, TO READ "TORNADO SAFE ROOM"FEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:11:11 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA0.103CODE PLAN -STORM SHELTEREBLTME11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"CODE PLAN - STORM SHELTERC16' 12'01" = 40'-0"OVERALL BUILDING FLOOR PLANC730' 60'STORM SHELTER MSBC 423 / ICC/NSSA 2014 STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS1. TYPE OF SHELTER: COMMUNITY TORNADO2. WIND DESIGN CONFORMS TO THE PROVISIONS OF ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS, 20143. WIND DESIGN SPEED: 250 mph (3-SECOND GUST)4. WIND EXPOSURE CATEGORY: C5. INTERNAL PRESSURE COEFFICENT: GCpi = 0.556. TOPOGRAPHIC FACTOR: Kzt = 1.07. DIRECTIONALITY FACTOR: Kd = 1.08. SHELTER HAS NOT BEEN CONSTRUCTED IN AN AREA SUSCEPTIBLE TO FLOODING IN ACCORDANCE WITH CHAPTER 49. DESIGN FLOOD ELEVATION: NA; BASE FLOOD ELEVATION: NA10. SEE SPECIFICATIONS FOR DOCUMENTATION THAT COMPONENTS OF THE ENVELOPE MEET PRESSURE AND MISSILE IMPACT TEST REQUIREMENTS IN CHAPTER 3 & 811. SEE STORM SHELTER FLOOR PLAN ON THIS SHEET.12. SEE STORM SHELTER BUILDING SECTION ON THIS SHEET.13. LOWEST SHELTER FLOOR ELEVATION: 100' - 0"14. OCCUPANT LOAD:A. 720 STUDENTS + 100 STAFF = 820 TOTAL OCCUPANTS15. USABLE STORM SHELTER FLOOR AREA:A. {[OCCUPANTS x 5 SF] + [OCCUPANTS/200] * 10 sf}*1.35 OCCUPANT FLOOR AREA = SHELTER AREA{[820 x 5 sf] + [(820/200)] * 10]} * 1.35 = OCCUPANT FLOOR AREA{4100 + 41} *1.35 = 4,141 SFB. ACTUAL OCCUPANT FLOOR AREA: 6,633 SFC. ACTUAL GROSS AREA: 7,759 SF16. VENTING AREA: 35 SF REQUIRED, 39 ACTUAL SF17. PLUMBING FIXTURE COUNTA. OCCUPANTS 820B. FIXTURE RATIO WC URINAL LAV2:500 1:10001st 500Then 1:500C. FIXTURES REQUIRED 3 0 1D. ACTUAL FIXTURES 3 0 418. MINIMUM FOUNDATION CAPACITY:DESIGN SOIL BEARING PRESSURE = 4,000 POUNDS PER SQUARE FOOT. SEE “FOUNDATIONS” SECTION IN GENERAL STRUCTURAL NOTES ON SHEET S0.02 AND GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION.19. SHELTER INSTALLATION REQUIREMENTS (ANCHORS) STORM SHELTER STRUCTURE CONSISTS OF PRECAST ROOF FRAMING, FLOOR FRAMING, AND WALL PANELS PER CONSTRUCTION DOCUMENTS. PRECAST IS A DEFERRED STRUCTURAL COMPONENT DESIGNED BY MANUFACTURER IN WHICH THE DESIGN WILL BE CERTIFIED BY A LICENSED ENGINEER. PRECAST AND ITS CONNECTIONS, INCLUDING CONNECTIONS TO FOUNDATION, IS TO BE DESIGNED IN ACCORDANCE WITH STORM SHELTER DESIGN CRITERIA AND AS DETAILED IN STRUCTURAL DRAWINGS.20. AN ICC-500 COMPLIANT FIRST AID KIT WILL BE SUPPLIED AND INSTALLED BY THE OWNER.21. FIRE EXTINGUISHERS ARE PROVIDED (NOTED AS 'FE') AS REQUIRED BY 602.1.03/16" = 1'-0"STORM SHELTER BUILDING SECTIONF14' 8'03" = 1'-0"SIGN TYPE 'A' - COMMUNITY SHELTER SIGN (BY OTHERS)B53" 6"03" = 1'-0"SIGN TYPE 'B' - IDENTIFYING SIGN (BY OTHERS)C53" 6"RevisionsDescription Date Num F1A5.201_______F7A5.201_______F1A5.202_______A4.401B3A4.401B1A4.401B3REVA4.401B1REVA4.401B4GYMA108WATER RISERA112OUTDOORSTORAGEA113ELECA114BGYM STORAGEA111OFFICEA110BOILERA115CHAIRSTORAGEA109OFFICEA116RECEIVINGA117STORAGE /RECYCLEA118CIRCA119OFFICEA120TOILETA121DRY STORAGEA122KITCHENA123WAREWASHINGA123AGYM ENTRYA107ENSEMBLE /OFFICEA104MUSICA105MUSICA106MUSICSTORAGEA103CIRCA101VESTIBULEA100EXTENDED DAYSTORAGEA125CAFETERIAA12425'-4"6'-4"25'-0"3'-4"2'-0"8'-0"5'-4"6'-0"5'-4"8'-0"4'-0"2'-0"4'-0"24'-0"51'-7"10'-5"38'-8"1'-4"11'-4" 10'-6" 7'-5" 7'-1" 13'-7"A109 A110A111A112AA112BA108BA113AA115BA114BA114AA115AA116A122A123GA118A121A120A117CA119AA119BA117AA117BA123AA123CA123FA107CA107BA107AA102FA102EA102DA102CA102BA102AA124AA124CA124DA103A106AA106BA105AA104A107A108GA108CA101AA101BA101CA100AA100BA100CB101AB101BA1254'-8" 8'-0" 9'-4"5'-4" 5'-4"8'-4" 6'-4"11'-0"6'-8"4'-2"ALIGNMA3MA3MA3MA3MA3GA2GA2MA3MA3MA3A4.401B7A4.404F1A4.404A7A4.405B1C242'-9"18'-2"102'-4"68'-2 3/8"50'-0"13'-4"5'-4" 2'-0"1'-4"8'-0"1'-4"2'-0" 10'-8" 2'-0"1'-4" 8'-0" 1'-4"2'-0" 10'-8" 3'-10 1/4" 4'-4" 5'-8 1/8" 4'-4" 15'-8" 4'-4" 12'-10 1/4" 8'-0" 3'-2"MA3MA3GM5GM5MA3_______D1A4.103F3A5.1011'-9 7/8"8'-0" 8'-10"11"4'-4" 3'-8" 16'-0" 3'-4" 3'-8" 4'-4"11" 4"8'-6"4'-3"18'-2"7'-0"7'-9"1'-3"7"6'-4"5'-9"13'-8"3'-2"4'-0"3'-8"MA3MA3MA3MA5GE1MA3MA3GA2GD3MA3MA3GA3GA3GA3MA5MA34'-2"GA2GA2GA3GA2GA2GA27'-0 1/2" 6'-4" 5'-2 1/2"5'-7" 4'-10"_______B3A4.103CHILLERENCLOSUREA126MBD8'-0"3MBD8'-0"3F6A5.201_______W3W2W2W2W3W2CW2A117DCW25CW25CW25A115CF3A5.202_______D2A5.203_______D4A5.203_______F2A5.203_______D5A5.203_______B1A5.204_______B3A5.204_______F4A5.203_______F7A5.202_______MBD8'-0"3MBD8'-0"3MBD8'-0"3TBD4'-0"3TBD4'-0"3A4.404B7aF3E1A5.101F1A5.1011'-2"12'-0"4'-0"GB2GB2GB2A4.403E7D5E5A4.403E5REVE7REVD5REVD1A5.203_______F6A5.202_______F4A5.201______________E4A4.202_______F2A5.604_______E4A5.604A124EMA5F1A5.204_______1111111777777777A123DA123EA108AA108FSL1SL1A108EA123BF1A0.103_______2'-4" 27'-11" 7'-4" 2'-8"GA2GM5GA2GA2GM515'-6"5'-0" x 6'-8" CONC STOOP, SEE STRUCT3.94.34.65.8677.988.99.910.91111.812AA.1BCC.7DEFGHJ91'-8" 10'-0" 2'-0" 4'-4" 6'-0"35'-11" 1'-0"3'-2" 8'-0" 8'-5"63'-2"8'-5" 8'-0" 3'-2"12'-7" 4'-5" 1'-2" 20'-1" 4'-2" 18'-8"24'-4 1/2" 2 1/2" 15'-4" 13'-8" 24'-3" 9" 21'-5" 1'-2" 5'-1"5'-0" x 6'-8" CONC STOOP, SEE STRUCT5'-0" x 6'-8" CONC STOOP, SEE STRUCT5'-0" x 6'-8" CONC STOOP, SEE STRUCT38'-0"1'-2"8 3/8"13'-7"37'-5"10'-10"3'-9 5/8"17'-7"15'-3 3/8"16'-3"20'-6"9'-9"21SWING DIRECTIONSWING DIRECTIONSWING DIRECTIONSWING DIRECTIONSWING DIRECTIONSWING DIRECTION21222222229101010101010MBD8'-0"3MBD8'-0"3A108HA108JA108K235'-0"235'-0"6'-4"48'-9"9'-0"11'-7"14'-8"10'-8"8"2"MBD4'-0"5TBD4'-0"54'-8"10"16'-8" 6'-2" 8"10'-4"10'-10"2" 8"60'-5"1'-4" 6'-9" 5'-4" 6'-0" 5'-4"ALIGNSLOPED DRIVE, SEE CIVILTOP OF DOCK100'-0"1718L2L2L2L2A113BSEE SHEET A4.301 FOR FLOOR STRIPING INFORMATIONCOOLERA123BFREEZERA123CT.O.S COOLER/FREEZER99'-4"3'-0"3'-8" 5'-1"NOTE:FOODSERVICE EQUIPMENT NOT SHOWN FOR CLARITY. REFER TO FS DRAWINGS1818_______D7A4.203266'-0"6'-0"24_______B5A6.101DUMPSTER (NIC)DUMPSTER (NIC)27455A7A4.706_______WASH FOUNTAINTBD4'-0"3F3A5.105DATAA115A16A108DSL1SF3SF2SF118'-6" 8'-0"11'-10"GA3GA352929FDFDFDFDFDFD5'-0" x 6'-0" CONC STOOP, SEE STRUCT5'-0" x 8'-0" CONC STOOP, SEE STRUCT5'-0" x 13'-4" CONC STOOP, SEE STRUCT5'-0" x 8'-0" CONC STOOP, SEE STRUCT303030FEFEFE252511'-4 5/8"GB2GB21'-1"2'-7"333333333333131313OW-A1056CW28CW29CW302228"12121216'-2 5/8"6'-0"1'-5 3/4"10 1/8"6'-0"16'-10 7/8"A124B175'-0" x 10'-0" CONC STOOP, SEE STRUCTE4A5.104E1A5.104E2A5.104F3A4.711_______ELECA114AA1A4.706_______A1A4.706_______3434A1A4.706_______TYPTYPTYPA1A4.706_______TYPA1A4.706_______TYPA1A4.706_______TYP34A1A4.706_______TYP3434343434A1A4.706_______TYPA1A4.706_______TYP34341832'-0 3/4"20'-3 1/2" 16'-0" 21'-11"23'-1 3/8" 1'-2 5/8"A114CA4.403F5F1F2F3FEB8A5.101B7A5.101F1A5.104T.O.S99'-10"T.O.S99'-10"E3A4.706_______C3A4.706_______D3A4.706_______TYPFEFEFEFET.O.S96'-0"GS-A10199'-6"99'-8"99'-6"99'-10"99'-10"99'-10"99'-10"99'-10"D1A5.504_______D1A5.504_______T.O.S99'-9 1/2"F4A5.202_______D7A5.203_______7'-4" 4'-0" 1'-1" 8'-0"18'-6"8'-3 1/2"8'-3 3/4"6'-0"5'-0"30'-4"F7A5.501______________C5A5.504_______C7A5.504SIM_______C7A5.504_______B1A4.2031717TYP111111A4.403C1E1A4.404B1D135F7A4.203_______F7A4.203_______F7A4.203_______F7A4.203_______FEFETLTA107CTLTA107BTLTA107ATLTA102FTLTA102ETLTA102DTLTA102CTLTA102BTLTA102ATOILETA1026'-4" 2'-0"SERVERYA123DSIMF4A5.201_______CANOPY ABOVEFDFDFDFDFDFDFDFDFDA4.404E3A4.404E1aC1A5.101A4.102C5GA3GA3F7A5.208_______FD37TYPA4.405C5F4A5.1042039C12111114'-2"2'-0"40401404040404040401401401404011B1A5.202_______2FLOOR PLAN KEY NOTES:1DOOR ACTUATORS2MONITOR / DISPLAY (NIC), SEE DETAIL3TUB SINK, SEE MECH4CAN WASH, SEE DETAIL5EMERGENCY EYE WASH. SEE MECH.6CABINET UNIT HEATER. SEE MECH. FORSPECIFICATIONS, COORDINATE LOCATION WITHMECH.7CARD READER, SEE ELEC8DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FORTERRAZZO. VERIFY W/ ARCH9CLIMBING WALL, BY OWNER10WALL PAD PER 11 66 23. CENTER ON BACKSTOPS,SEE INTERIOR ELEVATIONS11EWC, SEE MECH / ELEC12TORNADO SHLETER SIGNAGE, SEE SHEET A0.10313MUSIC STAFF LINES ON MARKERBOARD14REFRIDGERATOR LOCATION, NIC15DISPLAY SCREEN #216CONCRETE STAIR, SEE STRUCT17BOLLARD, SEE DETAIL18RUBBER DOCK BUMPER, SEE DETAIL19FLAG POLE, SEE DETAIL20PROVIDE SHELF AND MOP HOLDER PER SPECSECTION 10 28 1321BASKETBALL BACKSTOP, MAIN COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS22BASKETBALL BACKSTOP, SIDE COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS23INSTALL CHINNING BAR, SEE DETAIL24DOCK LEVELER, SEE DETAIL25RETAINING WALL SYSTEM - SEE CIVIL26METAL LOCKERS, SEEB7/A4.71127TRASH ENCLOSURE AREA, SEE CIVILB5/A6.10128CUBICLE CURTAIN TRACK, REFER TO RCP29FLOOR BOX, COORDINATE WITH ELEC30PAINT STEEL COLUMN PT-5B31CORNER GUARD32TORNADO SHELTER SIGNAGE, SEE SHEET A0.10333ROLLER SHADE34CONC HOUSEKEEPING PAD, COORDINATEDIMENSIONS AND LOCATION WITH MECHCONTRACTOR35KNOX BOX LOCATION. PROVIDE SEALANT AROUNDALL SIDES36PROVIDE COAT RACKS PER DETAIL37BENCH AT CURVED PORTION OF CAFETERIACURTAINWALL, SEE SECTIONS38MOP SINK, SEE MECHANICALC7/A4.102D7/A4.706D1/A6.101B1/A6.101B3/A6.10139EXTENTS OF CTILE-3 AT MOP SINKF1/A4.70740PROVIDE CORNER WALL PADFOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.MASONRY PARTITIONS:4" WALL: 3 3/4" FRAME6" WALL: 5 3/4" FRAME8" AND GREATER WALL: 7 3/4" FRAMEFRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:INTERIOR NON RATED:CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)INTERIOR AND EXTERIOR RATED:FIRE RATEDEXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)SEE SHEET A2.901 FOR FRAME TYPES.SEE SHEET A2.901 FOR DOOR TYPES.AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."1.2.3.4.5.6.DOOR SCHEDULE GENERAL NOTESDOOR IS PART OF A TWO-DOOR ASSEMBLY SHARING ONE FRAME.STORM DOOR.1.2.DOOR SCHEDULE REMARKSPROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_".3.PROVIDE SECURITY LAMINATED GLASS.4.PROVIDE INSULATED GLASS IN DOOR AND FRAME.5.PROVIDE LAMINATED GLASS.6.LEGEND:RECESSED FLOOR SLAB SEE SPOT ELEVATIONS ON PLAN FOR DEPTHSRECESSED ELECTRICAL FLOOR BOX/POKE-THRU, COORD W/ ELECHATCH INDICATED STRUCTUAL TOPPING OMITTED FOR MORTAR BED, REFER TO STRUCTURAL DRAWINGSFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:11:32 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.01aMAIN LEVELFLOOR PLAN -AREA 'A'EBLTME11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 55038KEY PLANAB CDE01/8" = 1'-0"MAIN LEVEL FLOOR PLAN - AREA 'A'F16' 12'PLAN GENERAL NOTES1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.4. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.5. FIELD VERIFY ALL MILLWORK OPENINGS.6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.7. VERIFY LOCATION, SIZE AND QUANTITY OF ALLMECHANICAL AND ELECTRICAL EQUIPMENT PADS.8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESSOTHERWISE NOTED.10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.DOOR / OPENING SCHEDULEDOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLA112A F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 44 3A112B F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 71 1 "K",3A113A F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 15 1 "J"A113B OH 1 8'-0" 7'-10" ST -- 8'-4" OH -- -- -- B4/A5.602 D4/A5.602 C3/A5.601A114A F 1 3'-0" 7'-0" HM 3'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 58A114B F 1 3'-0" 7'-0" HM 3'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 58A114C F 1 3'-0" 7'-0" HM 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 58A115A F 1 3'-0" 7'-0" HM 90 MIN 3'-4" FR 1 -- HM -- D1/A4.801 C1/A4.801 -- 35A115B F 2 3'-0" 7'-0" HM -- 6'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 09 1 "I"A115C F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 17A116 G 1 3'-0" 7'-0" HM -- 5'-4" FR 3A -- HM -- A2/A4.801 C2/A4.801 -- 29A117A F 1 3'-4" 7'-0" HM -- 3'-8" FR 1 -- HM -- C5/A5.601 D5/A5.601 A7/A5.601 14 1 "H"A117B OH 1 10'-0" 7'-10" ST -- 10'-4" OH -- -- -- C1/A5.601 D1/A5.601 C3/A5.601A117C F 2 3'-10" 7'-0" EHM -- 8'-0" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 66A117D F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- C5/A5.601 D5/A5.601 -- 12A118 F 2 3'-0" 7'-0" HM -- 6'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 37A119A F 2 3'-0" 7'-0" EHM -- 6'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 33A119B F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- C5/A5.601 D5/A5.601 A7/A5.601 63A120 G 1 3'-0" 7'-0" WD -- 6'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29A121 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 21A122 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 36A123A MCSF 1 6'-0" 5'-0" ST -- 6'-4" MCSF -- ST -- D3/A4.801 E5/A4.801 E3/A4.801A123B F 1 4'-0" 7'-0" WD -- 4'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 32A123C MCSF 1 3'-0" 7'-10" ST -- 3'-4" MCSF -- ST -- D3/A4.801 E5/A4.801 --A123D MCSF 1 6'-0" 7'-10" ST -- 6'-4" MCSF -- ST -- D3/A4.801 E5/A4.801 --A123E MCSF 1 3'-0" 7'-10" ST -- 3'-4" MCSF -- ST -- D3/A4.801 E5/A4.801 --A123F F 1 4'-0" 7'-0" WD -- 4'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 32A123G F 1 4'-0" 7'-0" HM -- 4'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 36A124A AL2 1 3'-0" 7'-0" AL -- 3'-0" SF3 -- AL -- See Elev. See Elev. See Elev. 06A124B AL2 1 3'-0" 7'-0" AL -- 3'-0" SF3 -- AL -- See Elev. See Elev. See Elev. 07A124C AL2 1 3'-0" 7'-0" AL -- 3'-0" SF3 -- AL -- See Elev. See Elev. See Elev. 07A124D AL2 1 3'-0" 7'-0" AL -- 3'-0" SF3 -- AL -- See Elev. See Elev. See Elev. 06A124E AL2 1 3'-0" 7'-0" AL -- 3'-0" CW28 -- AL -- See Elev. See Elev. See Elev. 02 1 "G"A125 F 2 3'-0" 7'-0" EHM -- 6'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 34DOOR / OPENING SCHEDULEDOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLA100A AL2 1 3'-0" 7'-0" AL -- 3'-0" CW2 -- AL -- See Elev. See Elev. See Elev. 01A100B AL2 1 3'-0" 7'-0" AL -- 3'-0" CW2 -- AL -- See Elev. See Elev. See Elev. 04A100C AL2 1 3'-0" 7'-0" AL -- 3'-0" CW2 -- AL -- See Elev. See Elev. See Elev. 04 1 "A"A101A AL2 1 3'-0" 7'-0" AL -- 3'-0" SF2 -- AL -- See Elev. See Elev. See Elev. 03 4A101B AL2 1 3'-0" 7'-0" AL -- 3'-0" SF2 -- AL -- See Elev. See Elev. See Elev. 05 4A101C AL2 1 3'-0" 7'-0" AL -- 3'-0" SF2 -- AL -- See Elev. See Elev. See Elev. 05 4A102A F 1 3'-0" 7'-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23A102B F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23A102C F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24A102D F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24A102E F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24A102F F 1 3'-0" 7'-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24A103 F 2 3'-0" 7'-0" EHM -- 6'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 34A104 G 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- C5/A4.801 C5/A4.801 C5/A4.801 30A105A G 1 3'-4" 7'-0" WD -- 6'-0" FR 3A -- HM -- C5/A4.801 C5/A4.801 C5/A4.801 56 5A106A G 1 3'-4" 7'-0" WD -- 6'-0" FR 3A -- HM -- C5/A4.801 C5/A4.801 C5/A4.801 56 5A106B G 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- C5/A4.801 C5/A4.801 C5/A4.801 52 5A107 F 2 3'-0" 8'-0" HM 90 MIN 6'-4" FR 1 1'-6" HM -- C6/A4.801E6/A4.801 F7/A4.706 68 3A107A F 1 3'-0" 7'-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24A107B F 1 3'-0" 7'-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24A107C F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24A108A G 2 3'-0" 8'-0" HM -- 6'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 F7/A4.706 67 6A108B F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 72 1 "L",3A108C F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 72 1 "M",3A108D F 1 4'-0" 6'-8" HM -- 4'-4" FR 1A -- HM -- B1/A5.602 D1/A5.602 E1/A5.602 13A108E F 1 4'-0" 6'-8" HM -- 4'-4" FR 1A -- HM -- B1/A5.602 D1/A5.602 E1/A5.602 13A108F F 1 4'-0" 6'-8" HM -- 4'-4" FR 1A -- HM -- B1/A5.602 D1/A5.602 E1/A5.602 13A108G F 1 3'-0" 7'-0" HM 90 MIN 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 69 1 "N",3A108H MCSF 1 8'-0" 11'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602A108J MCSF 1 8'-0" 11'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602A108K MCSF 1 8'-0" 11'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602A109 F 1 4'-0" 7'-0" HM 90 MIN 4'-4" FR 1 2'-0" HM -- C6/A4.801E6/A4.801 F7/A4.706 70 3A110 F 1 3'-0" 7'-0" HM 90 MIN 3'-4" FR 1 2'-0" HM -- C6/A4.801E6/A4.801 F7/A4.706 70 3A111 F 1 4'-0" 7'-0" HM 90 MIN 4'-4" FR 1 2'-0" HM -- C6/A4.801E6/A4.801 F7/A4.706 70 3OPERABLE WALL SCHEDULE MAIN LEVEL AREA 'A'DOOR NO WIDTH HEIGHT TYPEPANELQUANTITYMOUNTING CONDITIONSHDWGRPREMARKSHEAD JAMB SILLOW-A105 40'-0" 13'-6" OEW 10 See Elev. See Elev. See Elev.GLASS SYSTEM SCHEDULE MAIN LEVEL AREA 'A'MARK TypeOVERALLWIDTHOVERALLHEIGHTNUMBER OFFIXED PANELSMOUNTING CONDITIONSHardwareSetREMARKSHead Jamb SillGS-A101 GS 4 5'-0" 6'-0" 2 See Elev. See Elev. See Elev.RevisionsDescription Date NumAddendum #1 12/04/20 1Addendum #2 12/10/20 21MCSDMCSDMCSD11112222 F6A5.203_______E5A5.207_______A4.401B6A4.402A2A4.402A4A4.404A4.401C5A4.401D1A4.401D5D7D2D3A4.401D2REVA4.402E1A4.402E1SIMA4.402E1SIMPLATFORMB117EXTENDED DAYOFFICEB116CONFERENCEB102RECEPTIONB101PRINCIPALB109DEANB110CIRCB103FLEX OFFICEB111ELECB113ASTORAGEB112STAFF DININGB114WORKROOMB115MEDIA WORKROOMB120SMALL GROUPB121SMALL GROUPB122LEARNINGCOMMONSB118SMALL GROUPB133SOCIALWORK/PSYCHB132SENSORYB129SENSORYB130TOILETB131CIRCB128WASHROOMB124TLTB124ATLTB124BCUSTB125TLTB124DTLTB124CELEVATORB123STAIRB126CIRCB100B101AB101BB100BB100AB102B104AB109B110GS-B105B104BB107B111B108B112B113AB103BB114B131 B130B129AB132AGS-B133B128B132BB124AB124BB125B124DB124CGS-B122GS-B121B120B116E100BE100AF7A4.405D2C7B103A4'-0"2'-0"1'-4"8'-0"1'-4"2'-0"6'-0"8'-0"3'-4"3'-4"23'-4"17'-4"5'-11"12'-2"13'-1"16'-0"8'-5"3'-11 1/2"2'-7"6'-5 1/2"19'-6"17'-5" 5'-10 1/2"6 1/2"5'-4"17'-10" 8'-10" 6" 9'-8" 11'-10" 8'-8"12'-6"4'-5 1/2"5'-11 1/2"8'-0" 2'-4"4"5'-4"3'-6 1/2"3'-10 1/2"5 1/2"4'-8" 7'-1"_______D5A4.103GA3GA3GA2GA2GA2GA2GA3GA2GA2MBD6'-0"3MBD6'-0"3GA6GA6GA6GA8GA6GA7GA6GA6GA6GA7GA6GA6GA7GA6GA6GA6GA6GA6GA7GA7GA6MBD8'-0"5MBD8'-0"5MBD4'-0"5MBD4'-0"5MBD4'-0"5TBD4'-0"5_______D3A4.103MBD5'-0"5MBD5'-0"7MBD5'-0"7GA3GA7GA71'-6 1/2" 1'-2"10'-0"1'-3" 1'-2"10'-0"1'-2"7'-0" 8'-9"7'-9"17'-9"10'-4"17'-4"31'-6"10'-4 3/8"27'-11 1/2" 10'-4" 3'-0" 1'-8"_______B5A4.1035'-5" 1'-6" 6'-0" 6'-7" 5'-1"2'-10"8'-11"MBD4'-0"3MBD6'-0"3MA3MA511'-6" 5'-1 1/2"6 1/2"15'-2"MBD2'-8"7GD2GD2GD2GD2GD2GA3GA3XB7GA3GA2GA2GE26'-8"MBD4'-0"5GA7C7A5.201_______C1A5.201_______A4.401C4W4W5W4CW3W6C3A5.201_______C4A5.201_______B117_______D1A4.202E100C_______F2A5.604OFFICEB106COTB105TOILETB107TOILETB108HEALTH ROOMB104B106AB106LA4.401C2A4.401C1TBD4'-0"5TBD4'-0"5A11177777B127AB127BVEST.B127D100AD100BDATAB113BGM5GA7GA6GA6GA6GA6GA6GA6GM5GM5GA2GA24'-0"2'-8"GB2GB2GA6GA6GA7GA6GA6GA7GA8GE2GE2GA2GA7GA2MA5MA3GA7GE2GE2GA2GA2GA7677.988.99.910.91111.812HJKMPP.86.696.36.5LNN.8QQ.4R11.7_______F1aA4.401A4.401E7F1A5.206_______A4.405D1A4.402A5A4.405F1aA4.405F6aA4.405F3A4.405F2C100A C100BA4.405F1A4.402A7CIRCB100CMBD4'-0"5MBD4'-0"3MBD5'-0"7F6A5.203_______CIRCB100DCIRCB100BCIRCB100ESF13131B113BGA63333333333EQ EQ3'-6" 5'-8"28285'-10 1/2"3'-5 1/2"3'-11"4'-1"1'-4 1/2"5'-10 1/2"5'-10 1/2"8'-10 1/2"B11829A4.405B7A4.405D7A4.405D5A4.405D6A4.405D5A4.405D61'-4"8'-8"9 3/8"_______E1A4.4011'-7"2'-1"ALIGN8'-7"6'-4"1'-0"6'-0"1'-5"3'-11"3'-3"3'-3" 4'-10"22'-0 3/4"2232'-0 3/4"20'-3 1/2" 16'-0" 21'-11"23'-1 3/8" 1'-2 5/8"10'-5 1/2"1'-7"226'-3"16'-2"13'-4"3'-4"F4A4.707_______F4A4.707_______GA65'-6"6'-0"1'-0" 6'-3"226 1/2"2'-0"_______F2A4.202_______B1A4.20222'-0"B6A5.101B7A5.101GB1GB5GB51'-10" 16'-4"5'-1 1/4"ALIGN TO CORNERTBD4'-0"7MBD2'-8"7C1A4.205_______FE3'-8"T.O. PLATFORM101'-2"2'-10"D1A4.205_______5'-2"7'-10"15°GS-B118BGS-B118AGS-B100EGS-B100DGS-B100CSTAIRSB100FSTORAGEB117ASTACK AREAB119T.O.S.99'-10"11_______B1A4.707_______B1A4.707_______B1A4.707_______B1A4.7072_______E2A4.20288888A4.405D614141477SF4_______F1A4.706_______F1A4.706SIM_______F3A4.706_______B1A4.707A4.405D614SIMF4A5.201_______A4.102C5_______B1A4.707E6A5.207_______T.O.S.99'-10"292038MBD5'-0"7TBD4'-0"7F4A4.707_______2'-1 5/8"1'-1 3/8" 8'-11" 24'-4 1/2" 2 1/2" 15'-4" 3'-4" 10'-4" 24'-3" 9" 20'-5" 1'-0" 6'-3"6'-3 1/8"3171212171711GE2GE2_______D3A5.60314'-2"2'-0"2FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.MASONRY PARTITIONS:4" WALL: 3 3/4" FRAME6" WALL: 5 3/4" FRAME8" AND GREATER WALL: 7 3/4" FRAMEFRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:INTERIOR NON RATED:CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)INTERIOR AND EXTERIOR RATED:FIRE RATEDEXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)SEE SHEET A2.901 FOR FRAME TYPES.SEE SHEET A2.901 FOR DOOR TYPES.AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."1.2.3.4.5.6.DOOR SCHEDULE GENERAL NOTESDOOR IS PART OF A TWO-DOOR ASSEMBLY SHARING ONE FRAME.STORM DOOR.1.2.DOOR SCHEDULE REMARKSPROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_".3.PROVIDE SECURITY LAMINATED GLASS.4.PROVIDE INSULATED GLASS IN DOOR AND FRAME.5.PROVIDE LAMINATED GLASS.6.FLOOR PLAN KEY NOTES:1DOOR ACTUATORS2MONITOR / DISPLAY (NIC), SEE DETAIL3TUB SINK, SEE MECH4CAN WASH, SEE DETAIL5EMERGENCY EYE WASH. SEE MECH.6CABINET UNIT HEATER. SEE MECH. FORSPECIFICATIONS, COORDINATE LOCATION WITHMECH.7CARD READER, SEE ELEC8DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FORTERRAZZO. VERIFY W/ ARCH9CLIMBING WALL, BY OWNER10WALL PAD PER 11 66 23. CENTER ON BACKSTOPS,SEE INTERIOR ELEVATIONS11EWC, SEE MECH / ELEC12TORNADO SHLETER SIGNAGE, SEE SHEET A0.10313MUSIC STAFF LINES ON MARKERBOARD14REFRIDGERATOR LOCATION, NIC15DISPLAY SCREEN #216CONCRETE STAIR, SEE STRUCT17BOLLARD, SEE DETAIL18RUBBER DOCK BUMPER, SEE DETAIL19FLAG POLE, SEE DETAIL20PROVIDE SHELF AND MOP HOLDER PER SPECSECTION 10 28 1321BASKETBALL BACKSTOP, MAIN COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS22BASKETBALL BACKSTOP, SIDE COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS23INSTALL CHINNING BAR, SEE DETAIL24DOCK LEVELER, SEE DETAIL25RETAINING WALL SYSTEM - SEE CIVIL26METAL LOCKERS, SEEB7/A4.71127TRASH ENCLOSURE AREA, SEE CIVILB5/A6.10128CUBICLE CURTAIN TRACK, REFER TO RCP29FLOOR BOX, COORDINATE WITH ELEC30PAINT STEEL COLUMN PT-5B31CORNER GUARD32TORNADO SHELTER SIGNAGE, SEE SHEET A0.10333ROLLER SHADE34CONC HOUSEKEEPING PAD, COORDINATEDIMENSIONS AND LOCATION WITH MECHCONTRACTOR35KNOX BOX LOCATION. PROVIDE SEALANT AROUNDALL SIDES36PROVIDE COAT RACKS PER DETAIL37BENCH AT CURVED PORTION OF CAFETERIACURTAINWALL, SEE SECTIONS38MOP SINK, SEE MECHANICALC7/A4.102D7/A4.706D1/A6.101B1/A6.101B3/A6.10139EXTENTS OF CTILE-3 AT MOP SINKF1/A4.70740PROVIDE CORNER WALL PADLEGEND:RECESSED FLOOR SLAB SEE SPOT ELEVATIONS ON PLAN FOR DEPTHSRECESSED ELECTRICAL FLOOR BOX/POKE-THRU, COORD W/ ELECHATCH INDICATED STRUCTUAL TOPPING OMITTED FOR MORTAR BED, REFER TO STRUCTURAL DRAWINGSFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:11:49 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.01bMAIN LEVELFLOOR PLAN -AREA 'B'EBLTME11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"MAIN LEVEL FLOOR PLAN - AREA'B'F36' 12'PLAN GENERAL NOTES1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.4. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.5. FIELD VERIFY ALL MILLWORK OPENINGS.6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.7. VERIFY LOCATION, SIZE AND QUANTITY OF ALLMECHANICAL AND ELECTRICAL EQUIPMENT PADS.8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESSOTHERWISE NOTED.10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.DOOR / OPENING SCHEDULE MAIN LEVEL AREA 'B'DOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLB100A AL2 1 4'-0" 7'-0" AL -- 3'-0" SF4 -- AL -- See Elev. See Elev. See Elev. 59 4B100B AL2 1 4'-0" 7'-0" AL -- 3'-0" SF4 -- AL -- See Elev. See Elev. See Elev. 53 4B101A AL2 1 3'-0" 7'-0" AL -- 3'-0" SF1 -- AL -- See Elev. See Elev. See Elev. 49 4B101B G 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 48 4B102 F 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29B103A F 1 3'-0" 7'-0" WD -- 4'-10" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 50 4B103B F 1 3'-0" 7'-0" WD -- 4'-10" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 31B104A G 1 3'-0" 7'-0" WD -- 5'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 50B104B G 1 3'-0" 7'-0" WD -- 4'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 26B106A G 1 3'-0" 7'-0" WD -- 4'-10" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29B106L -- -- 3'-0" 4'-0" -- -- 3'-0" FR 4A -- HM -- A1/A4.801 A1/A4.801 --B107 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 22B108 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 21B109 F 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29B110 F 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29B111 F 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29B112 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 41B113A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 41B113B F 1 2'-8" 7'-0" WD -- 3'-0" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 38B114 F 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 47B116 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 29B117 F 1 2'-6" 7'-0" WD -- 2'-10" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 40B118 AL 1 3'-0" 7'-0" AL -- 3'-0" CW31 -- AL -- See Elev. See Elev. See Elev. 02 1 "F"B120 F 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 25B124A F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23B124B F 1 3'-0" 7'-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23B124C F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23B124D F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24B125 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 42B127A AL2 1 3'-0" 7'-0" AL -- 3'-0" SF6 -- AL -- See Elev. See Elev. See Elev. 18B127B AL2 1 3'-0" 7'-0" AL -- 3'-0" CW27 -- AL -- See Elev. See Elev. See Elev. 10 1 "D"B128 G 1 3'-0" 7'-0" WD -- 6'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 57B129A F 1 3'-0" 7'-0" WD -- 4'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 19 4B130 G 1 3'-0" 7'-0" WD -- 4'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 19 4B131 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 22B132A F 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29B132B F 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 31GLASS SYSTEM SCHEDULE MAIN LEVEL AREA 'B'MARK TypeOVERALLWIDTHOVERALLHEIGHTNUMBER OFFIXED PANELSMOUNTING CONDITIONSHardwareSetREMARKSHead Jamb SillGS-B100C GS 4 5'-0" 6'-0" 2 See Elev. See Elev. See Elev.GS-B100D GS 4 5'-0" 6'-0" 2 See Elev. See Elev. See Elev.GS-B100E GS 4 5'-0" 6'-0" 2 See Elev. See Elev. See Elev.GS-B105 GS 1 6'-0" 8'-0" 2 See Elev. See Elev. See Elev.GS-B118A GS 4 9'-4" 5'-0" 3 See Elev. See Elev. See Elev.GS-B118B GS 4 3'-11 1/2" 5'-0" 1 See Elev. See Elev. See Elev.GS-B121 GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-B122 GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-B133 GS 1 8'-0" 8'-0" 2 See Elev. See Elev. See Elev.KEY PLANAB CDERevisionsDescription Date NumAddendum #1 12/04/20 1Addendum #2 12/10/20 211111 F3A5.207_______F7A5.206_______F7A5.205_______A4.402C1SIMA4.402E5aREVA4.402E3aREVA4.402D5REVA4.402E2aSIMA4.402E6aREVA4.402E8REVA4.402F1SIMA4.402F6REVA4.402F4aREVA4.402F2aSIMCLASSROOMC102CLASSROOMC103SMALL GROUPC101FLEX SPACEC100ACIRCC100FLEX SPACEC100BSMALL GROUPC104CLASSROOMC105CLASSROOMC106FLEX SPACEC100CSTAFF OFFICEC107CLASSROOMC108BREAK OUTC110SMALL GROUPC109SENSORYROOMC111CALMING ROOMC112SPECIAL ED /INTERVENTIONC113MUDROOMC114VESTIBULEC115CALMINGC120WASHROOMC116ELECC118STORAGEC117TLTC116CTLTC116DTLTC116BTLTC116ACENTER BASEDCLASSROOMC119C118GS-C101AC102C117C116CC116DC116B C116AC115CC115BC114A C114BC112C111C113GS-C109C108C107C105AGS-C104AGS-C104BC119B6A5.102B5A5.1021/4"2'-0" 8'-0" 4'-0" 8'-0" 4'-0" 17'-4" 16'-0" 17'-4" 14'-0" 14'-8"45'-4"34'-0"26'-0"6'-0"15'-4"8'-0"9'-4"8'-0"26'-0"14'-8"33'-4"18'-8"35'-4"87'-4"20'-8" 14'-8" 14'-8" 8'-0" 8'-0" 6'-8" 6'-0"29'-4"32'-8"25'-4"87'-4"6'-0"32'-8"4'-8"38'-8"MBD8'-0"3MBD4'-0"3MBD8'-0"3MBD8'-0"314'-2 7/8"_______D7A4.1036'-0" 16'-4 3/8" 6'-0" 2'-1" 12'-6 5/8" 11'-0"10'-3"6'-2" 6'-0"1'-10"25'-0"8'-3 1/2"11 1/2"9'-6"12'-7" 10'-0 5/8" 3 3/8"MBD8'-0"3MBD8'-0"37'-6" 2'-11 1/8"11'-11"6'-0"10'-7 1/2"4'-8"7'-4" 3'-7 1/2" 6'-0" 5'-11"11"11'-0"2'-4"3'-8"MBD8'-0"3MBD8'-0"3MBD6'-0"3MBD4'-0"3MBD8'-0"3MBD6'-0"319'-10 3/4"9'-2" 3'-0"1'-5"19'-7 1/2"6'-0" 5'-4 1/2"10'-9" 8'-11 1/2" 11'-0"3'-4"2'-4"2'-2" 24'-6"2'-10"4"8'-0"5'-4" 1'-5 3/8"MBD6'-0"3MBD8'-0"3GA7GA7GB6GA7GA6GB6GA6GA7GA6GA7GA7GB6GA6GA7GA7GA7GA7GA7GA6GA7GA6GA9GA71'-8"3'-0"2'-4 1/2"4'-11 1/2"CW4W6CW5CW6CW7CW8CW9CW10CW11CW8CW9CW10CW12CW17CW18F1A5.207_______B4A5.102_______B1A4.201D7REVA4.402F7SIMA4.402F7SIMA4.402F1SIM1117C115AC116EGS-C101BOW-C102C105BGA7GB6GB6GA6GA6GA6MBD6'-0"3GA6GB6GB6GE2GA6GA6GA6GB6GA9GA68'-2 1/2"5'-8"11.812KMPP.8R.6ULNN.8QQ.4R11.71313.5141515.616C100A C100BMBD6'-0"3MBD8'-0"3MBD8'-0"3TBD4'-6"7TBD4'-6"7MBD5'-0"7MBD6'-0"3MBD4'-0"3MBD4'-0"3MBD4'-0"3MBD6'-0"3STORAGEC115ASTAIR CC115BA4.4062SIMGB6C103LGA77'-10"4'-4" 7'-0 5/8"4'-0"1'-5 3/8"MBD6'-0"3MBD8'-0"3GB64'-0"GA6GA6GB6GB6ALIGN1'-0" 6'-3" 16'-4" 13'-4" 11'-4"30'-4"16'-4" 9'-8" 1'-7"GA7GE2GE2GE2GE2GE28"GS-C110AGS-C110B12'-2 1/2"2222222222222222222235'-0" x 10'-0" CONC STOOP, SEE STRUCT333333333333333333333333CW1SF515GE21'-5"T.O.S99'-10"A4.102C5D1A5.102SIMF3A5.204_______1'-0" 6'-3"3131A4.4061SIM31SIMF5A5.204_______1SIMF7A5.204_______1SIMF1A5.205_______1W71GA91GA1014'-11 5/8" 7'-3" 9'-0"EQ EQ1F1A5.204_______SIMF1A5.205_______1SIMF1A5.205_______1111SIMF2A5.205_______1SIMF7A5.204_______1SIMF4A5.201_______1_______C4A4.707_______D4A4.707CW141_______F3A5.603_______F3A5.6032'-11" 4'-6 1/4"1'-2"_______F3A5.6031FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.MASONRY PARTITIONS:4" WALL: 3 3/4" FRAME6" WALL: 5 3/4" FRAME8" AND GREATER WALL: 7 3/4" FRAMEFRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:INTERIOR NON RATED:CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)INTERIOR AND EXTERIOR RATED:FIRE RATEDEXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)SEE SHEET A2.901 FOR FRAME TYPES.SEE SHEET A2.901 FOR DOOR TYPES.AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."1.2.3.4.5.6.DOOR SCHEDULE GENERAL NOTESDOOR IS PART OF A TWO-DOOR ASSEMBLY SHARING ONE FRAME.STORM DOOR.1.2.DOOR SCHEDULE REMARKSPROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_".3.PROVIDE SECURITY LAMINATED GLASS.4.PROVIDE INSULATED GLASS IN DOOR AND FRAME.5.PROVIDE LAMINATED GLASS.6.FLOOR PLAN KEY NOTES:1DOOR ACTUATORS2MONITOR / DISPLAY (NIC), SEE DETAIL3TUB SINK, SEE MECH4CAN WASH, SEE DETAIL5EMERGENCY EYE WASH. SEE MECH.6CABINET UNIT HEATER. SEE MECH. FORSPECIFICATIONS, COORDINATE LOCATION WITHMECH.7CARD READER, SEE ELEC8DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FORTERRAZZO. VERIFY W/ ARCH9CLIMBING WALL, BY OWNER10WALL PAD PER 11 66 23. CENTER ON BACKSTOPS,SEE INTERIOR ELEVATIONS11EWC, SEE MECH / ELEC12TORNADO SHLETER SIGNAGE, SEE SHEET A0.10313MUSIC STAFF LINES ON MARKERBOARD14REFRIDGERATOR LOCATION, NIC15DISPLAY SCREEN #216CONCRETE STAIR, SEE STRUCT17BOLLARD, SEE DETAIL18RUBBER DOCK BUMPER, SEE DETAIL19FLAG POLE, SEE DETAIL20PROVIDE SHELF AND MOP HOLDER PER SPECSECTION 10 28 1321BASKETBALL BACKSTOP, MAIN COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS22BASKETBALL BACKSTOP, SIDE COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS23INSTALL CHINNING BAR, SEE DETAIL24DOCK LEVELER, SEE DETAIL25RETAINING WALL SYSTEM - SEE CIVIL26METAL LOCKERS, SEE B7/A4.71127TRASH ENCLOSURE AREA, SEE CIVILB5/A6.10128CUBICLE CURTAIN TRACK, REFER TO RCP29FLOOR BOX, COORDINATE WITH ELEC30PAINT STEEL COLUMN PT-5B31CORNER GUARD32TORNADO SHELTER SIGNAGE, SEE SHEET A0.10333ROLLER SHADE34CONC HOUSEKEEPING PAD, COORDINATEDIMENSIONS AND LOCATION WITH MECHCONTRACTOR35KNOX BOX LOCATION. PROVIDE SEALANT AROUNDALL SIDES36PROVIDE COAT RACKS PER DETAIL37BENCH AT CURVED PORTION OF CAFETERIACURTAINWALL, SEE SECTIONS38MOP SINK, SEE MECHANICALC7/A4.102D7/A4.706D1/A6.101B1/A6.101B3/A6.10139EXTENTS OF CTILE-3 AT MOP SINKF1/A4.70740PROVIDE CORNER WALL PADFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:12:08 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.01cMAIN LEVELFLOOR PLAN -AREA 'C'EBLGLR11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"MAIN LEVEL FLOOR PLAN - AREA 'C'F16' 12'PLAN GENERAL NOTES1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.4. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.5. FIELD VERIFY ALL MILLWORK OPENINGS.6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.7. VERIFY LOCATION, SIZE AND QUANTITY OF ALLMECHANICAL AND ELECTRICAL EQUIPMENT PADS.8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESSOTHERWISE NOTED.10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.DOOR / OPENING SCHEDULE MAIN LEVEL AREA 'C'DOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLC100A FG2 1 3'-0" 7'-0" WD -- 8'-2" FR 6 -- HM -- A1/A4.801 A1/A4.801 -- 59 4C100B FG2 1 3'-0" 7'-0" WD -- 0" FR 6 -- HM -- -- -- -- 59 2,4C102 G 1 3'-0" 7'-0" WD -- 10'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27C103L -- -- 4'-0" 7'-2" -- -- 4'-0" FR 5A -- HM -- A1/A4.801 A1/A4.801 --C105A G 1 3'-0" 7'-0" WD -- 11'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27C105B G 1 3'-0" 7'-0" WD -- 6'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28C107 F 1 3'-0" 7'-0" WD -- 8'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27C108 F 1 3'-0" 7'-0" WD -- 6'-0" FR 7 -- HM -- A1/A4.801 A1/A4.801 -- 27C111 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4C112 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4C113 G 1 3'-0" 7'-0" WD -- 7'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28C114A AL2 1 3'-0" 7'-0" AL -- 3'-0" SF5 -- AL -- See Elev. See Elev. See Elev. 64C114B AL2 1 3'-0" 7'-0" AL -- 3'-0" SF5 -- AL -- See Elev. See Elev. See Elev. 63C115A F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 39C115B AL2 1 3'-0" 7'-0" AL -- 3'-0" CW1 -- AL -- See Elev. See Elev. See Elev. 10 1 "B"C115C AL2 1 3'-0" 7'-0" AL -- 3'-0" CW1 -- AL -- See Elev. See Elev. See Elev. 10 1 "B"C116A F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23C116B F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24C116C F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24C116D F 1 3'-0" 7'-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23C116E F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 51C117 F 1 2'-8" 7'-0" WD -- 3'-0" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 40C118 F 2 3'-0" 7'-0" WD -- 6'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 46C119 G 1 3'-0" 7'-0" WD -- 4'-8" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28GLASS SYSTEM SCHEDULE MAIN LEVEL AREA 'C'MARK TypeOVERALLWIDTHOVERALLHEIGHTNUMBER OFFIXED PANELSMOUNTING CONDITIONSHardware Set REMARKSHead Jamb SillGS-C101A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-C101B GS 2 6'-0" 8'-0" 2 See Elev. See Elev. See Elev.GS-C104A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-C104B GS 2 3'-0" 8'-0" 1 See Elev. See Elev. See Elev.GS-C109 GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-C110A GS 4 8'-4" 6'-0" 2 See Elev. See Elev. See Elev.GS-C110B GS 4 1'-9 1/2" 6'-0" 1 See Elev. See Elev. See Elev.OPERABLE WALL SCHEDULE MAIN LEVEL AREA 'C'DOOR NO WIDTH HEIGHT TYPEMOUNTING CONDITIONSHDW GRP REMARKSHEAD JAMB SILLOW-C102 25'-0" 8'-0" FGP-1 See Elev. See Elev. See Elev.KEY PLANAB CDERevisionsDescription Date NumAddendum #1 12/04/20 1111 A4.402C1A4.402F2aSIMA4.402F4aSIMA4.402F6SIMA4.402E2aSIMA4.402D5SIMA4.402D7SIMA4.402E5aSIMA4.402E3aSIMA4.402E6aSIMA4.402E8SIMA4.402F1SIMCENTER BASEDCLASSROOMD119CALMINGD120VESTIBULED115STORAGED115ATLTD116DTLTD116CSTORAGED117ELECD118WASHROOMD116TLTD116BTLTD116AMUDROOMD114SMALL GROUPD101CLASSROOMD102CLASSROOMD103FLEX SPACED100ACIRCD100FLEX SPACED100BSMALL GROUPD104FLEX SPACED100CCLASSROOMD105CLASSROOMD106STAFF OFFICED107CLASSROOMD108SPECIAL ED /INTERVENTIOND113FLEX SPACED110SMALL GROUPD109SENSORYROOMD111CALMING ROOMD112D119D118D117 D116DD116BD116AD114A D114BGS-D101BGS-D101AD102D105BGS-D104BGS-D104AD105AD107D108D112D111D113GS-D109MBD8'-0"3MBD8'-0"3MBD4'-0"3MBD8'-0"3MBD6'-0"3MBD8'-0"3MBD8'-0"3MBD6'-0"3MBD5'-0"7_______D7A4.103MBD6'-0"38'-0" 3'-4" 8'-0" 2'-0"32'-8"25'-4" 8'-0" 4'-8" 6'-0" 16'-8"7'-4" 25'-4"35'-4"68'-0"6'-0" 15'-4" 8'-0" 4'-0" 5'-4" 8'-0" 5'-4" 20'-8" 14'-8"3'-4" 33'-4"18'-8"35'-4"90'-8"14'-8" 11'-4" 3'-4" 17'-4" 13'-4" 2'-0" 17'-4" 4'-0" 14'-8"26'-0"34'-0"7'-9" 26'-7"MBD8'-0"3MBD8'-0"3MBD6'-0"324'-1 5/8"22'-8 3/8"9'-0" 7'-3"31'-11 3/4"26'-0"30'-9 7/8" 7'-0 5/8" 4'-4" 7'-3 3/8"22'-9 7/8"2'-0 3/8" 6'-0" 16'-5 5/8" 6'-0"2'-9 3/8" 11'-11" 6'-0" 10'-7 1/2"MBD6'-0"35'-11"5'-10"30'-6"10'-0 1/2" 8'-0" 2'-0 1/4"2'-1"13'-8" 6'-0"10'-9 7/8"12'-4 7/8"D115CD115BCW10CW11CW24W8W9CW8CW19CW8CW5CW17CW19CW20CW21CW10F4A5.102B7A5.102_______D1A4.201A4.402F1SIMA4.402F7SIMA4.402F7SIM1117D115AD100AD100BOW-D102D103LGB6GB6GB6GA6GA6GA6GA7GA6GA6GA6GA6GA9GA9GA65'-0"8'-3 1/8"GA7GA7GA6GA6GA6GA6GB6GB6GB6GA7GA6GA7GA6GA6GB6GA6GA6GA6GB2GA6GB6GB6GA7MBD6'-0"3MBD8'-0"3MBD6'-0"3MBD6'-0"3MBD4'-0"3MBD4'-0"3MBD4'-0"3GA6GA7GB6GA6GB6GA6MBD8'-0"3GA677.988.99.910.91111.812R.6UVWXY6.696.36.5RST11.7F1A5.206_______MBD8'-0"3MBD6'-0"3TBD4'-6"7TBD4'-6"7D116CMBD4'-0"3F5A5.103STAIR DD115BA4.4062SIMC6A5.1052'-2"24'-6"2'-10"4"8"4'-9 3/8" 15'-4"GB21'-10"3'-0"1'-6"1'-10"4'-0"35'-4 7/8"7'-10"GB2GB28"GS-D110AGS-D110BCW1SF55'-0" x 10'-0" CONC STOOP, SEE STRUCT22222222222222222223GA7_______F1A4.706_______F1A4.706333333333333333333333333F3A5.206_______F5A5.206_______B5A5.103F1A5.102T.O.S.99'-1015A4.102C5D1A5.102SIMF5A5.204_______SIMF3A5.204_______W7SIMF7A5.204_______SIMF1A5.205_______6'-10"4'-8"12'-1 1/2"10'-10 1/2"14'-0"30'-4"16'-4"9'-8"1'-7"2'-1 5/8"1'-1 3/8" 8'-11" 24'-4 1/2" 2 1/2" 15'-4" 3'-4" 10'-4" 24'-3" 9" 20'-5" 1'-0" 6'-3"6'-3 1/8"4'-8"2'-4"4'-8"3131A4.40617 1/2"3121GA91GA7EQEQ111SIMF2A5.205_______SIMF1A5.205_______1SIMF7A5.204_______SIMF4A5.201_______1_______C4A4.707_______C4A4.7071_______F3A5.603_______F3A5.60311'-2"11FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.MASONRY PARTITIONS:4" WALL: 3 3/4" FRAME6" WALL: 5 3/4" FRAME8" AND GREATER WALL: 7 3/4" FRAMEFRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:INTERIOR NON RATED:CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)INTERIOR AND EXTERIOR RATED:FIRE RATEDEXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)SEE SHEET A2.901 FOR FRAME TYPES.SEE SHEET A2.901 FOR DOOR TYPES.AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."1.2.3.4.5.6.DOOR SCHEDULE GENERAL NOTESDOOR IS PART OF A TWO-DOOR ASSEMBLY SHARING ONE FRAME.STORM DOOR.1.2.DOOR SCHEDULE REMARKSPROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_".3.PROVIDE SECURITY LAMINATED GLASS.4.PROVIDE INSULATED GLASS IN DOOR AND FRAME.5.PROVIDE LAMINATED GLASS.6.FLOOR PLAN KEY NOTES:1DOOR ACTUATORS2MONITOR / DISPLAY (NIC), SEE DETAIL3TUB SINK, SEE MECH4CAN WASH, SEE DETAIL5EMERGENCY EYE WASH. SEE MECH.6CABINET UNIT HEATER. SEE MECH. FORSPECIFICATIONS, COORDINATE LOCATION WITHMECH.7CARD READER, SEE ELEC8DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FORTERRAZZO. VERIFY W/ ARCH9CLIMBING WALL, BY OWNER10WALL PAD PER 11 66 23. CENTER ON BACKSTOPS,SEE INTERIOR ELEVATIONS11EWC, SEE MECH / ELEC12TORNADO SHLETER SIGNAGE, SEE SHEET A0.10313MUSIC STAFF LINES ON MARKERBOARD14REFRIDGERATOR LOCATION, NIC15DISPLAY SCREEN #216CONCRETE STAIR, SEE STRUCT17BOLLARD, SEE DETAIL18RUBBER DOCK BUMPER, SEE DETAIL19FLAG POLE, SEE DETAIL20PROVIDE SHELF AND MOP HOLDER PER SPECSECTION 10 28 1321BASKETBALL BACKSTOP, MAIN COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS22BASKETBALL BACKSTOP, SIDE COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS23INSTALL CHINNING BAR, SEE DETAIL24DOCK LEVELER, SEE DETAIL25RETAINING WALL SYSTEM - SEE CIVIL26METAL LOCKERS, SEE B7/A4.71127TRASH ENCLOSURE AREA, SEE CIVILB5/A6.10128CUBICLE CURTAIN TRACK, REFER TO RCP29FLOOR BOX, COORDINATE WITH ELEC30PAINT STEEL COLUMN PT-5B31CORNER GUARD32TORNADO SHELTER SIGNAGE, SEE SHEET A0.10333ROLLER SHADE34CONC HOUSEKEEPING PAD, COORDINATEDIMENSIONS AND LOCATION WITH MECHCONTRACTOR35KNOX BOX LOCATION. PROVIDE SEALANT AROUNDALL SIDES36PROVIDE COAT RACKS PER DETAIL37BENCH AT CURVED PORTION OF CAFETERIACURTAINWALL, SEE SECTIONS38MOP SINK, SEE MECHANICALC7/A4.102D7/A4.706D1/A6.101B1/A6.101B3/A6.10139EXTENTS OF CTILE-3 AT MOP SINKF1/A4.70740PROVIDE CORNER WALL PADFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:12:26 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.01dMAIN LEVELFLOOR PLAN -AREA 'D'EBLGLR11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"MAIN LEVEL FLOOR PLAN - AREA 'D'F16' 12'PLAN GENERAL NOTES1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.4. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.5. FIELD VERIFY ALL MILLWORK OPENINGS.6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.7. VERIFY LOCATION, SIZE AND QUANTITY OF ALLMECHANICAL AND ELECTRICAL EQUIPMENT PADS.8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESSOTHERWISE NOTED.10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.DOOR / OPENING SCHEDULE MAIN LEVEL AREA 'D'DOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLD100A FG2 1 3'-0" 7'-0" WD -- 8'-2" FR 6 -- HM -- A1/A4.801 A1/A4.801 -- 59 4D100B FG2 1 3'-0" 7'-0" WD -- 0" FR 6 -- HM -- -- -- -- 59 2,4D102 G 1 3'-0" 7'-0" WD -- 10'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27D103L -- -- 4'-0" 7'-2" -- -- 4'-0" FR 5A -- HM -- A1/A4.801 A1/A4.801 --D105A G 1 3'-0" 7'-0" WD -- 11'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27D105B G 1 3'-0" 7'-0" WD -- 6'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28D107 F 1 3'-0" 8'-0" WD -- 8'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27D108 F 1 3'-0" 7'-0" WD -- 6'-0" FR 7 -- HM -- A1/A4.801 A1/A4.801 -- 27D111 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19D112 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19D113 G 1 3'-0" 7'-0" WD -- 7'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28D114A AL2 1 3'-0" 7'-0" AL -- 3'-0" SF5 -- AL -- See Elev. See Elev. See Elev. 63D114B AL2 1 3'-0" 7'-0" AL -- 3'-0" SF5 -- AL -- See Elev. See Elev. See Elev. 64D115A F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 39D115B AL2 1 3'-0" 7'-0" AL -- 3'-0" CW1 -- AL -- See Elev. See Elev. See Elev. 08 1 "C"D115C AL2 1 3'-0" 7'-0" AL -- 3'-0" CW1 -- AL -- See Elev. See Elev. See Elev. 10D116A F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23D116B F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24D116C F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24D116D F 1 3'-0" 7'-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23D117 F 1 2'-8" 7'-0" WD -- 3'-0" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 40D118 F 2 3'-0" 7'-0" WD -- 6'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 45D119 G 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27GLASS SYSTEM SCHEDULE MAIN LEVEL AREA 'D'MARK TypeOVERALLWIDTHOVERALLHEIGHTNUMBER OFFIXED PANELSMOUNTING CONDITIONSHardware Set REMARKSHead Jamb SillGS-D101A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-D101B GS 2 6'-0" 8'-0" 2 See Elev. See Elev. See Elev.GS-D104A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-D104B GS 2 3'-0" 8'-0" 1 See Elev. See Elev. See Elev.GS-D109 GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-D110A GS 4 8'-4" 6'-0" 3 See Elev. See Elev. See Elev.GS-D110B GS 4 1'-9 1/2" 6'-0" 1 See Elev. See Elev. See Elev.OPERABLE WALL SCHEDULE MAIN LEVEL AREA 'D'DOOR NO WIDTH HEIGHT TYPEMOUNTING CONDITIONSHDW GRP REMARKSHEAD JAMB SILLOW-D102 25'-0" 8'-0" FGP-1 See Elev. See Elev. See Elev.KEY PLANAB CDERevisionsDescription Date NumAddendum #1 12/04/20 111 F5A5.204_______F3A5.204_______F6A5.203_______F7A5.204_______F1A5.205_______F6A5.205_______F3A5.205_______F5A5.205_______E5A5.207_______A4.402E5aE3aA4.402D5D7A4.402E6aA4.402F1E8A4.402E2aA4.402F6A4.402F2aA4.402F4aCLASSROOME105A4.402F1REVMUDROOME114CLASSROOME102CLASSROOME103CLASSROOME106SMALL GROUPE104FLEX SPACEE100BSTAFF OFFICEE107CLASSROOME108SMALL GROUPE109FLEX SPACEE110CALMING ROOME112SENSORYROOME111SPECIAL ED /INTERVENTIONE113VESTIBULEE115FLEX SPACEE100ACIRCE100SMALL GROUPE101WASHROOME116TLTE116ATLTE116BELECE118STORAGEE117TLTE116CTLTE116DSTORAGEE115AGS-E101AGS-E101BE102E100BE100AE116CE116D E117E116BE116AE118E115CE115BE114AE115AE114BE113E112E111GS-E109E108E107E105AGS-E104AGS-E104BE105BB5A5.103B1A5.103_______D7A4.1032'-4" 7'-4" 25'-4"52'-0"14'-8" 10'-8" 8'-8" 4'-8" 8'-0"14'-8" 20'-8" 5'-4" 8'-0" 5'-4" 4'-0" 8'-0" 15'-4" 6'-0"3'-4"33'-4"18'-8"35'-4"90'-8"14'-8" 11'-4" 2'-8" 17'-6" 13'-10" 2'-0" 17'-4" 4'-0" 8'-0"2'-8" 8'-0"26'-0"34'-0"45'-11"MBD4'-0"3MBD4'-0"3MBD6'-0"3MBD6'-0"3MBD6'-0"3MBD6'-0"3MBD6'-0"3MBD6'-0"3MBD8'-0"3MBD8'-0"3MBD8'-0"3MBD6'-0"3MBD5'-0"7MBD8'-0"3MBD8'-0"3MBD8'-0"3MBD4'-0"33'-2 1/2" 23'-6 3/4"26'-0"31'-6 3/4"22'-2" 2'-2"11'-11 1/2"6'-0"6'-5 7/8" 5'-11"35'-4 7/8"2'-2" 6'-0" 16'-6" 6'-0"10'-3 3/8"12'-3 7/8"W8W9CW8CW19CW4CW5CW17CW19CW20CW21CW10CW11F4A5.103F3A5.103F2A5.103F1A5.103E100C_______F1A4.201A4.402F7A4.402F71117OW-E102E103LGA7GB6GB6GA6GA7GA7GA7GB6GA6GA6GA6GA6GA7GA7GB6GB6GA7GA6GA6GA6MBD6'-0"3GB6GB6GB6GA7GACXB7GA6GA6GB6GA6GE2GA6GA6GA7GA7GA6GA6GB63.94.34.65.86MPP.8R.66.6123456.36.5LNN.8QQ.4RSF1A5.206_______MBD4'-0"3MBD8'-0"3MBD6'-0"3TBD4'-6"7TBD4'-6"7STAIR EE115BFLEX SPACEE100CA4.4062GB2GE2MBD6'-0"3GB2GB2GB6GB2GB21'-5 3/8"4'-0"1'-10"GB69 3/8"2'-10"4"8'-0"7'-6"GA6GS-E110AGS-E110BSF5CW15'-0" x 10'-0" CONC STOOP, SEE STRUCT22222222222222223W75 1/2"4'-4"6'-8 3/8"_______F1A4.706_______F1A4.706SIM_______F3A4.706333333333333333333333328"T.O.S.99'-10"15A4.102C5E6A5.207_______6'-10"4'-8"2'-1 5/8"1'-1 3/8"1'-7" 9'-8" 16'-4"28'-10" 1'-6" 11'-1" 5'-7" 7'-11 1/2" 12'-1 1/2" 4'-2" 6'-6" 2'-1 5/8"1'-1 3/8"1'-7" 4'-8" 6'-10" 15'-4" 8'-2" 2'-6" 8'-10" 2'-0" 5'-8" 11'-0 5/8" 22'-5 3/8" 1'-7"A4.4061313131219'-0" 7'-3"EQ EQ171F2A5.205_______111SIMF1A5.205_______111SIMF7A5.204_______1SIMF4A5.201______________D4A4.707_______C4A4.707_______D4A4.707CW24_______F3A5.603_______F3A5.60311'-2"11FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.MASONRY PARTITIONS:4" WALL: 3 3/4" FRAME6" WALL: 5 3/4" FRAME8" AND GREATER WALL: 7 3/4" FRAMEFRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:INTERIOR NON RATED:CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)INTERIOR AND EXTERIOR RATED:FIRE RATEDEXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)SEE SHEET A2.901 FOR FRAME TYPES.SEE SHEET A2.901 FOR DOOR TYPES.AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."1.2.3.4.5.6.DOOR SCHEDULE GENERAL NOTESDOOR IS PART OF A TWO-DOOR ASSEMBLY SHARING ONE FRAME.STORM DOOR.1.2.DOOR SCHEDULE REMARKSPROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_".3.PROVIDE SECURITY LAMINATED GLASS.4.PROVIDE INSULATED GLASS IN DOOR AND FRAME.5.PROVIDE LAMINATED GLASS.6.FLOOR PLAN KEY NOTES:1DOOR ACTUATORS2MONITOR / DISPLAY (NIC), SEE DETAIL3TUB SINK, SEE MECH4CAN WASH, SEE DETAIL5EMERGENCY EYE WASH. SEE MECH.6CABINET UNIT HEATER. SEE MECH. FORSPECIFICATIONS, COORDINATE LOCATION WITHMECH.7CARD READER, SEE ELEC8DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FORTERRAZZO. VERIFY W/ ARCH9CLIMBING WALL, BY OWNER10WALL PAD PER 11 66 23. CENTER ON BACKSTOPS,SEE INTERIOR ELEVATIONS11EWC, SEE MECH / ELEC12TORNADO SHLETER SIGNAGE, SEE SHEET A0.10313MUSIC STAFF LINES ON MARKERBOARD14REFRIDGERATOR LOCATION, NIC15DISPLAY SCREEN #216CONCRETE STAIR, SEE STRUCT17BOLLARD, SEE DETAIL18RUBBER DOCK BUMPER, SEE DETAIL19FLAG POLE, SEE DETAIL20PROVIDE SHELF AND MOP HOLDER PER SPECSECTION 10 28 1321BASKETBALL BACKSTOP, MAIN COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS22BASKETBALL BACKSTOP, SIDE COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS23INSTALL CHINNING BAR, SEE DETAIL24DOCK LEVELER, SEE DETAIL25RETAINING WALL SYSTEM - SEE CIVIL26METAL LOCKERS, SEE B7/A4.71127TRASH ENCLOSURE AREA, SEE CIVILB5/A6.10128CUBICLE CURTAIN TRACK, REFER TO RCP29FLOOR BOX, COORDINATE WITH ELEC30PAINT STEEL COLUMN PT-5B31CORNER GUARD32TORNADO SHELTER SIGNAGE, SEE SHEET A0.10333ROLLER SHADE34CONC HOUSEKEEPING PAD, COORDINATEDIMENSIONS AND LOCATION WITH MECHCONTRACTOR35KNOX BOX LOCATION. PROVIDE SEALANT AROUNDALL SIDES36PROVIDE COAT RACKS PER DETAIL37BENCH AT CURVED PORTION OF CAFETERIACURTAINWALL, SEE SECTIONS38MOP SINK, SEE MECHANICALC7/A4.102D7/A4.706D1/A6.101B1/A6.101B3/A6.10139EXTENTS OF CTILE-3 AT MOP SINKF1/A4.70740PROVIDE CORNER WALL PADFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:12:45 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.01eMAIN LEVELFLOOR PLAN -AREA 'E'EBLGLR11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"MAIN LEVEL FLOOR PLAN - AREA 'E'F16' 12'PLAN GENERAL NOTES1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.4. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.5. FIELD VERIFY ALL MILLWORK OPENINGS.6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.7. VERIFY LOCATION, SIZE AND QUANTITY OF ALLMECHANICAL AND ELECTRICAL EQUIPMENT PADS.8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESSOTHERWISE NOTED.10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.DOOR / OPENING SCHEDULE MAIN LEVEL AREA 'E'DOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLE100A FG2 1 3'-0" 7'-0" WD 90 MIN 8'-2" FR 6 -- HM -- A6/A4.801A6/A4.801 -- 60 4E100B F 1 3'-0" 7'-0" WD 90 MIN 0" FR 6 -- HM -- -- -- -- 60 2E100C MCDF 1 1'-6" 7'-2" ST 90 MIN 1'-10" MCDF -- ST -- E1/A4.801 B6/A4.801 --E102 G 1 3'-0" 7'-0" WD -- 10'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27E103L -- -- 4'-0" 7'-2" -- -- 4'-0" FR 5A -- HM -- A1/A4.801 A1/A4.801 --E105A G 1 3'-0" 7'-0" WD -- 11'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27E105B G 1 3'-0" 7'-0" WD -- 6'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28E107 F 1 3'-0" 7'-0" WD -- 8'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27E108 F 1 3'-0" 7'-0" WD -- 6'-0" FR 7 -- HM -- A1/A4.801 A1/A4.801 -- 27E111 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4E112 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4E113 G 1 3'-0" 7'-0" WD -- 7'-4" FR 3A -- HM -- See Elev. See Elev. See Elev. 28E114A AL2 1 3'-0" 7'-0" AL -- 3'-0" SF5 -- AL -- See Elev. See Elev. See Elev. 63E114B AL2 1 3'-0" 7'-0" AL -- 3'-0" SF5 -- AL -- See Elev. See Elev. See Elev. 64E115A F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 38E115B AL2 1 3'-0" 7'-0" AL -- 3'-0" CW1 -- AL -- See Elev. See Elev. See Elev. 08 1 "E"E115C AL2 1 3'-0" 7'-0" AL -- 3'-0" CW1 -- AL -- See Elev. See Elev. See Elev. 10E116A F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24E116B F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24E116C F 1 2'-8" 7'-0" WD -- 3'-0" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 24E116D F 1 3'-0" 7'-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23E117 F 1 2'-8" 7'-0" WD -- 3'-0" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 40E118 F 2 3'-0" 7'-0" WD -- 6'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 45GLASS SYSTEM SCHEDULE MAIN LEVEL AREA 'E'MARK TypeOVERALLWIDTHOVERALLHEIGHTNUMBER OFFIXED PANELSMOUNTING CONDITIONHardware Set REMARKSHead Jamb SillGS-E101A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-E101B GS 2 6'-0" 8'-0" 2 See Elev. See Elev. See Elev.GS-E104A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-E104B GS 2 3'-0" 8'-0" 1 See Elev. See Elev. See Elev.GS-E109 GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-E110A GS 4 8'-4" 6'-0" 2 See Elev. See Elev. See Elev.GS-E110B GS 4 1'-9 1/2" 6'-0" 1 See Elev. See Elev. See Elev.OPERABLE WALL SCHEDULE MAIN LEVEL AREA 'E'DOOR NO WIDTH HEIGHT TYPEMOUNTING CONDITIONSHDW GRP REMARKSHEAD JAMB SILLOW-E102 25'-0" 8'-0" FGP-1 See Elev. See Elev. See Elev.KEY PLANAB CDERevisionsDescription Date NumAddendum #1 12/04/20 1Addendum #2 12/10/20 212 C1A5.207_______C2A5.207_______C4A5.207_______E5A5.207_______C1A5.104B5A5.104B1A5.104C5A5.104PENTHOUSEB300B30077.988.99.910.91111.8PP.86.696.5N.8QQ.4R11.7F1A5.206_______A1A4.706_______TYPA1A4.706_______TYPA1A4.706_______TYPA1A4.706_______TYP1'-3"1'-1 3/8"8'-11" 24'-4 1/2" 2 1/2" 15'-4" 3'-4" 10'-4" 24'-3" 9" 20'-5" 1'-0" 5 1/4"1'-3"109'-0 3/8"1'-5 1/4"12'-0"29'-4 3/4"12'-0" 1'-4" 12'-0" 7'-10"33'-4"L1L11'-5 1/2"2'-0"8'-10"2'-6"8'-2"15'-4"1'-5 1/2"39'-9"L4L4L4L49'-8 5/8" 8'-0" 30'-0" 8'-0" 1'-0" 8'-0" 30'-0" 8'-0" 9'-0"A1A4.706_______TYP34343434L1B5A4.706_______TYPA5A4.706_______TYPA5A4.706_______TYPA5A4.706_______TYPA5A4.706_______TYPA5A4.706_______TYPA5A4.706_______TYP34B5A4.706_______TYPB5A4.706_______TYPB5A4.706_______TYP????FE_______F4A4.2022_______F4A4.2052F1A5.202_______F4A5.202_______MECHA20110'-10"36'-0"1'-0"F3A5.202_______F7A5.202_______E3A5.101F1A5.203_______F6A5.202______________E4A4.202F1A5.204_______F1A0.103_______4.65.8677.988.99.910.91111.8AA.1BCC.7DCW25CW25CW2520'-1" 4'-2" 18'-8"24'-4 1/2" 2 1/2" 15'-4" 13'-8" 24'-3" 9" 21'-5"1'-2"1'-4" 18'-7 1/4" 11 3/8" 22'-0 3/8" 1'-2"101'-2"8 3/8"13'-7"37'-5"10'-10"3'-9 5/8"4'-8"6'-2 1/2" 12'-0" 4'-9 1/4" 3'-2" 8'-0"80'-0"8'-0" 3'-2"3'-2"8'-0"57'-0 3/8"GE1GE1GE11'-3"8'-0"GE1GE1GE11'-3"8'-4"3434FDFDFEA201SL24'-0" 3'-6"L1ROOF BELOWSEE ROOF PLANROOF ABOVEL31F7A5.104E7A5.10411_______E1A4.2052FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.MASONRY PARTITIONS:4" WALL: 3 3/4" FRAME6" WALL: 5 3/4" FRAME8" AND GREATER WALL: 7 3/4" FRAMEFRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:INTERIOR NON RATED:CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)INTERIOR AND EXTERIOR RATED:FIRE RATEDEXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)SEE SHEET A2.901 FOR FRAME TYPES.SEE SHEET A2.901 FOR DOOR TYPES.AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."1.2.3.4.5.6.DOOR SCHEDULE GENERAL NOTESDOOR IS PART OF A TWO-DOOR ASSEMBLY SHARING ONE FRAME.STORM DOOR.1.2.DOOR SCHEDULE REMARKSPROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_".3.PROVIDE SECURITY LAMINATED GLASS.4.PROVIDE INSULATED GLASS IN DOOR AND FRAME.5.PROVIDE LAMINATED GLASS.6.FLOOR PLAN KEY NOTES:1DOOR ACTUATORS2MONITOR / DISPLAY (NIC), SEE DETAIL3TUB SINK, SEE MECH4CAN WASH, SEE DETAIL5EMERGENCY EYE WASH. SEE MECH.6CABINET UNIT HEATER. SEE MECH. FORSPECIFICATIONS, COORDINATE LOCATION WITHMECH.7CARD READER, SEE ELEC8DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FORTERRAZZO. VERIFY W/ ARCH9CLIMBING WALL, BY OWNER10WALL PAD PER 11 66 23. CENTER ON BACKSTOPS,SEE INTERIOR ELEVATIONS11EWC, SEE MECH / ELEC12TORNADO SHLETER SIGNAGE, SEE SHEET A0.10313MUSIC STAFF LINES ON MARKERBOARD14REFRIDGERATOR LOCATION, NIC15DISPLAY SCREEN #216CONCRETE STAIR, SEE STRUCT17BOLLARD, SEE DETAIL18RUBBER DOCK BUMPER, SEE DETAIL19FLAG POLE, SEE DETAIL20PROVIDE SHELF AND MOP HOLDER PER SPECSECTION 10 28 1321BASKETBALL BACKSTOP, MAIN COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS22BASKETBALL BACKSTOP, SIDE COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS23INSTALL CHINNING BAR, SEE DETAIL24DOCK LEVELER, SEE DETAIL25RETAINING WALL SYSTEM - SEE CIVIL26METAL LOCKERS, SEEB7/A4.71127TRASH ENCLOSURE AREA, SEE CIVILB5/A6.10128CUBICLE CURTAIN TRACK, REFER TO RCP29FLOOR BOX, COORDINATE WITH ELEC30PAINT STEEL COLUMN PT-5B31CORNER GUARD32TORNADO SHELTER SIGNAGE, SEE SHEET A0.10333ROLLER SHADE34CONC HOUSEKEEPING PAD, COORDINATEDIMENSIONS AND LOCATION WITH MECHCONTRACTOR35KNOX BOX LOCATION. PROVIDE SEALANT AROUNDALL SIDES36PROVIDE COAT RACKS PER DETAIL37BENCH AT CURVED PORTION OF CAFETERIACURTAINWALL, SEE SECTIONS38MOP SINK, SEE MECHANICALC7/A4.102D7/A4.706D1/A6.101B1/A6.101B3/A6.10139EXTENTS OF CTILE-3 AT MOP SINKF1/A4.70740PROVIDE CORNER WALL PADFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:12:58 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.02aUPPER LEVELFLOOR PLAN -AREA 'A' ANDPENTHOUSEPLAN - AREA 'B'EBLTME11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"PENTHOUSE FLOOR PLANF16' 12'DOOR / OPENING SCHEDULE PENTHOUSEDOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLB300 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 F3/A5.601 F1/A5.501 1601/8" = 1'-0"UPPER LEVEL FLOOR PLAN - AREA 'A'D16' 12'DOOR / OPENING SCHEDULE UPPER LEVEL AREA 'A'DOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLA208A MCSF 1 8'-0" 12'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602A208B MCSF 1 8'-0" 12'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602A208C MCSF 1 8'-0" 12'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602A201 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 F3/A5.601 F1/A5.501 16PLAN GENERAL NOTES1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.4. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.5. FIELD VERIFY ALL MILLWORK OPENINGS.6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.7. VERIFY LOCATION, SIZE AND QUANTITY OF ALLMECHANICAL AND ELECTRICAL EQUIPMENT PADS.8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESSOTHERWISE NOTED.10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.RevisionsDescription Date NumAddendum #1 12/04/20 1Addendum #2 12/10/20 2MCSDMCSDMCSD1111 F6A5.203_______E5A5.207_______A4.402D2A4.402C7A4.402C2C5aA4.402E1REVA4.402E1REVE217MULTIPURPOSEROOMB209SMALL GROUPB207MOTHERSROOMB208SPEECH/OTB206SPED BREAKOUTB205PROFESSIONAL/ CURRICULUMSTORAGEB204CUSTB203ELEVB223CIRCB200STAIRSB226CIRCB200DOPEN TO BELOWSEE SHEETA2.01bSEE SHEETA2.01bSEE SHEETA2.01bROOFBELOWMBD8'-0"3MBD8'-0"3MBD8'-0"3MBD5'-0"7CIRCB200CCIRCB200BGS-B209BB209AB208B205B204B210E200C10'-5" 23'-2"27'-11 1/8" 5'-6 1/4" 17'-4"30'-3 3/8" 4'-0 1/4"10"3'-4" 7'-1" 16'-0" 6'-0 3/8"1'-11"3'-7 1/4"12'-11" 7'-2" 7'-0" 5'-10 1/2" 18'-8" 10'-5" 12'-9" 10'-1"12'-10 3/8" 10'-9 1/2"8"5'-6"11'-8"13'-4 1/2"11'-6 1/8"4'-11"8'-11"16'-4" 22'-1 3/4" 19'-6 1/2"26'-11 3/4"C2A5.208_______C3A5.208_______F3A5.208_______C7A5.201_______C1A5.201_______C3A5.201_______C4A5.201_______D1A5.104D3A5.104D5A5.104_______D1A4.202_______B1A4.202STORAGEB210B203B206B209C_______F4A4.202GS-B207E200A E200BC200BC200AGA2GE2GE2GD2GA6GA6GA6MA5MA3MA5MA3GA6GA6GA6GA6GD2GE2GA6GA7GA6GA6GA6GA6GA6GA6GA6GA8GE2GB5GB5GA6MBD5'-0"7GA6GA65'-10 3/4"GA6MBD4'-6"75.8677.988.99.910.91111.8HJKMPP.86.696.36.5LNN.8QQ.4R11.7F1A5.206_______A4.405F1aA4.405F6aA4.405F6A4.402E1SIMA4.405F5A4.405F4MBD8'-0"3FLEXB201F6A5.103A4.405D51'-4"GE25'-0"D200AD200B2'-4"TBD4'-6"7TBD4'-0"77'-2"FEGS-B201GS-B200DGS-B200C6'-0"6'-0"6'-2"7'-4"6'-2"18'-2"F2A5.208_______22CW262223'-0"CW352'-1 5/8" 1'-1 3/8"8'-11" 24'-4 1/2"2 1/2"15'-4" 3'-4" 10'-4" 24'-3" 9" 20'-5" 1'-0"SEE SHEETA2.01bROOFBELOW_______F2A4.202GB22'-8"6'-7" 7'-7"1'-2 1/2"4'-8"A4.405D53'-7"2'-3"8'-0"2'-8"3'-10 1/2"6'-6 1/2"FD14'-0"5'-4"8888814'-1 1/2"13'-10 1/2"3'-11"10'-11"CW33CW34CW325'-4 1/8"22'-9 5/8"7'-4 5/8"_______F5A4.706_______F5A4.706F6A4.204_______T.O.S.113'-2"TYPC1A5.208_______GE2A4.4063D1A4.402C7SIMF1A5.208_______F7A5.208_______F5A5.208_______F6A5.208_______E6A5.207_______8'-0" 23'-6 1/4"38208 1/8"1'-0"11'-0"22'-5 3/8"11'-0 5/8"5'-8"2'-0"11'-4"8'-2"15'-4"4'-2" 6'-6" 2'-1 5/8" 1'-1 3/8"71717111D6A5.104122?2FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.MASONRY PARTITIONS:4" WALL: 3 3/4" FRAME6" WALL: 5 3/4" FRAME8" AND GREATER WALL: 7 3/4" FRAMEFRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:INTERIOR NON RATED:CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)INTERIOR AND EXTERIOR RATED:FIRE RATEDEXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)SEE SHEET A2.901 FOR FRAME TYPES.SEE SHEET A2.901 FOR DOOR TYPES.AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."1.2.3.4.5.6.DOOR SCHEDULE GENERAL NOTESDOOR IS PART OF A TWO-DOOR ASSEMBLY SHARING ONE FRAME.STORM DOOR.1.2.DOOR SCHEDULE REMARKSPROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_".3.PROVIDE SECURITY LAMINATED GLASS.4.PROVIDE INSULATED GLASS IN DOOR AND FRAME.5.PROVIDE LAMINATED GLASS.6.FLOOR PLAN KEY NOTES:1DOOR ACTUATORS2MONITOR / DISPLAY (NIC), SEE DETAIL3TUB SINK, SEE MECH4CAN WASH, SEE DETAIL5EMERGENCY EYE WASH. SEE MECH.6CABINET UNIT HEATER. SEE MECH. FORSPECIFICATIONS, COORDINATE LOCATION WITHMECH.7CARD READER, SEE ELEC8DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FORTERRAZZO. VERIFY W/ ARCH9CLIMBING WALL, BY OWNER10WALL PAD PER 11 66 23. CENTER ON BACKSTOPS,SEE INTERIOR ELEVATIONS11EWC, SEE MECH / ELEC12TORNADO SHLETER SIGNAGE, SEE SHEET A0.10313MUSIC STAFF LINES ON MARKERBOARD14REFRIDGERATOR LOCATION, NIC15DISPLAY SCREEN #216CONCRETE STAIR, SEE STRUCT17BOLLARD, SEE DETAIL18RUBBER DOCK BUMPER, SEE DETAIL19FLAG POLE, SEE DETAIL20PROVIDE SHELF AND MOP HOLDER PER SPECSECTION 10 28 1321BASKETBALL BACKSTOP, MAIN COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS22BASKETBALL BACKSTOP, SIDE COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS23INSTALL CHINNING BAR, SEE DETAIL24DOCK LEVELER, SEE DETAIL25RETAINING WALL SYSTEM - SEE CIVIL26METAL LOCKERS, SEEB7/A4.71127TRASH ENCLOSURE AREA, SEE CIVILB5/A6.10128CUBICLE CURTAIN TRACK, REFER TO RCP29FLOOR BOX, COORDINATE WITH ELEC30PAINT STEEL COLUMN PT-5B31CORNER GUARD32TORNADO SHELTER SIGNAGE, SEE SHEET A0.10333ROLLER SHADE34CONC HOUSEKEEPING PAD, COORDINATEDIMENSIONS AND LOCATION WITH MECHCONTRACTOR35KNOX BOX LOCATION. PROVIDE SEALANT AROUNDALL SIDES36PROVIDE COAT RACKS PER DETAIL37BENCH AT CURVED PORTION OF CAFETERIACURTAINWALL, SEE SECTIONS38MOP SINK, SEE MECHANICALC7/A4.102D7/A4.706D1/A6.101B1/A6.101B3/A6.10139EXTENTS OF CTILE-3 AT MOP SINKF1/A4.70740PROVIDE CORNER WALL PADFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:13:11 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.02bUPPER LEVELFLOOR PLAN -AREA 'B'EBLTME11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"UPPER LEVEL FLOOR PLAN - AREA 'B'F16' 12'PLAN GENERAL NOTES1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.4. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.5. FIELD VERIFY ALL MILLWORK OPENINGS.6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.7. VERIFY LOCATION, SIZE AND QUANTITY OF ALLMECHANICAL AND ELECTRICAL EQUIPMENT PADS.8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESSOTHERWISE NOTED.10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.DOOR / OPENING SCHEDULE UPPER LEVEL AREA 'B'DOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLB203 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 39B204 F 1 3'-0" 7'-0" WD -- 6'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 39B205 G 1 3'-0" 7'-0" WD -- 9'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 31B206 F 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29B208 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 21B209A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 27B209C F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 47B210 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 43GLASS SYSTEM SCHEDULE UPPER LEVER AREA 'B'MARK TypeOVERALLWIDTHOVERALLHEIGHTNUMBER OFFIXED PANELSMOUNTING CONDITIONSHardware Set REMARKSHead Jamb SillGS-B200C GS 4 4'-8" 6'-0" 2 See Elev. See Elev. See Elev.GS-B200D GS 4 5'-0" 6'-0" 2 See Elev. See Elev. See Elev.GS-B201 GS 4 5'-0" 6'-0" 2 See Elev. See Elev. See Elev.GS-B207 GS 1 8'-0" 7'-0" 2 See Elev. See Elev. See Elev.GS-B209B GS 3 16'-0" 8'-0" 2 See Elev. See Elev. See Elev.65KEY PLANAB CDERevisionsDescription Date NumAddendum #1 12/04/20 1Addendum #2 12/10/20 21 F3A5.207_______F7A5.206_______F7A5.205_______A4.402E5aREVA4.402E3aREVA4.402D7REVA4.402E2aSIMA4.402E6aREVA4.402E8REVA4.402F1SIMA4.402F6REVA4.402F4aREVA4.402F2aSIMB6A5.102B5A5.102SMALL GROUPC220GS-D220ACLASSROOMC202CLASSROOMC203CLASSROOMC205SMALL GROUPC204FLEX SPACEC200CCLASSROOMC206STAFF OFFICEC207FLEX SPACEC200BCIRCC200FLEXC200ASMALL GROUPC201SMALL GROUPC209CLASSROOMC208CALMING ROOMC212SENSORYROOMC211SPECIAL ED /INTERVENTIONC213MUDROOMC214STAIRS CC215WASHROOMC216DATAC218TLTC216BTLTC216ASTORC217TLTC216CTLTC216DLANGUAGEC219C205AGS-C204C207C208GS-C209C213C211C212C215BC215AC219AC216AC216BC217C216DC218GS-C201AC2023'-6 1/4" 8'-0" 4'-0" 8'-0" 4'-0" 17'-4" 2'-0" 14'-0" 17'-4" 2'-8" 11'-4" 14'-8"46'-10 1/4"34'-0"26'-0"106'-10 1/4"6'-0"15'-4"8'-0"4'-0"5'-4"8'-0"5'-4"20'-8"14'-8"33'-4"18'-8"35'-4"87'-4"4'-8"8'-8" 20'-8" 5'-4" 9'-4" 14'-8" 3'-4" 4'-8" 8'-0" 6'-8" 6'-0" 7'-4"29'-4"32'-8"25'-4"94'-8"12'-7" 10'-4 5/8"10'-5 1/8"35'-8 1/2"22'-10 7/8" 3'-8"12'-2" 21'-0 1/2"11'-0"1'-4 1/8"6'-0"4 3/4"2'-4"BREAK OUTC21011'-1 3/4" 7'-2 7/8" 6'-0" 16'-4 1/8" 6'-0" 2'-1 1/4"20'-10 3/8"6'-11 5/8" 9'-11"8'-0" 9'-10 1/2"11'-11"6'-5"10'-2 1/2"1'-0" 5'-0" 5'-11"22'-2 7/8"36'-0 1/4"6'-9" 4'-4" 7'-7 5/8" 30'-1 7/8"3'-2"8'-0"5'-1"10 7/8"7'-0"9'-8 1/4"3 3/4"14'-2 7/8"1'-7"GA7GB6GA7GA6GB6GA7GA6GA7GA6GA7GA6GA7GA7GA7_______D7A4.103F1A5.207_______B4A5.102_______B1A4.201D7REVA4.402F1SIMA4.402F7SIMA4.402F7SIMGS-D220BGS-C204BC205BOW-C202GS-C201BC219BGA7GA7GA6GB6GA6GB6GB6GA7GA6GB5GB5GB6GA6GA10GB1GA7GA6GA6GA6GA7GA6GA6GA6MBD6'-0"3MBD4'-0"3MBD6'-0"3MBD6'-0"3MBD8'-0"3MBD8'-0"3MBD8'-0"3MBD4'-0"3MBD8'-0"3MBD8'-0"3MBD8'-0"3MBD6'-0"3MBD6'-0"3MBD6'-0"3MBD6'-0"3MBD8'-0"3MBD6'-0"3MBD6'-0"3MBD6'-0"3MBD8'-0"3MBD8'-0"3MBD4'-0"3MBD4'-0"3MBD4'-0"311.812KMPP.8R.6ULNN.8QQ.4R11.71313.5141515.616A4.402D3SIMGA6MBD8'-0"3MBD5'-0"7LANDINGC215AA4.406A4.4062SIMGB6C216CGE2GE2GE2GE24'-0"1'-5 3/8"GE2GB6GB6GB6GB62'-3"MBD4'-0"3GA6GB6GA6GB67'-3" 9'-0"TBD4'-0"7TBD4'-0"7TBD4'-0"73'-6"TBD4'-6"7TBD4'-6"7GS-C209AGS-C209BCW5CW4CW7W7CW6CW8CW9CW11CW10CW8CW9CW11CW13CW16CW15CW17CW181'-10"223222222222222222SF52CW11333333333333333333333333333333228"8"8"8"C1A4.802_______TYPC1A4.802_______TYPT.O.S.113'-2"152GB6GB6GE2C1A5.208_______1'-0" 6'-3"A4.102C58 1/8"1'-0" 6'-3" 16'-4" 13'-4" 11'-4"30'-4"16'-4" 9'-8" 1'-7"1'-7"11'-0"22'-5 3/8"11'-0 5/8"5'-8"2'-0"11'-4"8'-2"15'-4"6'-10"27'-8"1'-7"3131311REV21SIMF3A5.204_______SIMF5A5.204_______SIMF7A5.204_______SIMF1A5.205_______SIMF1A5.205_______SIMF1A5.205_______SIMF2A5.205_______11?EQ11SIMF2A5.205_______1SIMF7A5.204_______1111111_______C4A4.7071_______F3A5.603_______F3A5.6031_______F3A5.603_______F3A5.6031FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.MASONRY PARTITIONS:4" WALL: 3 3/4" FRAME6" WALL: 5 3/4" FRAME8" AND GREATER WALL: 7 3/4" FRAMEFRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:INTERIOR NON RATED:CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)INTERIOR AND EXTERIOR RATED:FIRE RATEDEXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)SEE SHEET A2.901 FOR FRAME TYPES.SEE SHEET A2.901 FOR DOOR TYPES.AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."1.2.3.4.5.6.DOOR SCHEDULE GENERAL NOTESDOOR IS PART OF A TWO-DOOR ASSEMBLY SHARING ONE FRAME.STORM DOOR.1.2.DOOR SCHEDULE REMARKSPROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_".3.PROVIDE SECURITY LAMINATED GLASS.4.PROVIDE INSULATED GLASS IN DOOR AND FRAME.5.PROVIDE LAMINATED GLASS.6.FLOOR PLAN KEY NOTES:1DOOR ACTUATORS2MONITOR / DISPLAY (NIC), SEE DETAIL3TUB SINK, SEE MECH4CAN WASH, SEE DETAIL5EMERGENCY EYE WASH. SEE MECH.6CABINET UNIT HEATER. SEE MECH. FORSPECIFICATIONS, COORDINATE LOCATION WITHMECH.7CARD READER, SEE ELEC8DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FORTERRAZZO. VERIFY W/ ARCH9CLIMBING WALL, BY OWNER10WALL PAD PER 11 66 23. CENTER ON BACKSTOPS,SEE INTERIOR ELEVATIONS11EWC, SEE MECH / ELEC12TORNADO SHLETER SIGNAGE, SEE SHEET A0.10313MUSIC STAFF LINES ON MARKERBOARD14REFRIDGERATOR LOCATION, NIC15DISPLAY SCREEN #216CONCRETE STAIR, SEE STRUCT17BOLLARD, SEE DETAIL18RUBBER DOCK BUMPER, SEE DETAIL19FLAG POLE, SEE DETAIL20PROVIDE SHELF AND MOP HOLDER PER SPECSECTION 10 28 1321BASKETBALL BACKSTOP, MAIN COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS22BASKETBALL BACKSTOP, SIDE COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS23INSTALL CHINNING BAR, SEE DETAIL24DOCK LEVELER, SEE DETAIL25RETAINING WALL SYSTEM - SEE CIVIL26METAL LOCKERS, SEEB7/A4.71127TRASH ENCLOSURE AREA, SEE CIVILB5/A6.10128CUBICLE CURTAIN TRACK, REFER TO RCP29FLOOR BOX, COORDINATE WITH ELEC30PAINT STEEL COLUMN PT-5B31CORNER GUARD32TORNADO SHELTER SIGNAGE, SEE SHEET A0.10333ROLLER SHADE34CONC HOUSEKEEPING PAD, COORDINATEDIMENSIONS AND LOCATION WITH MECHCONTRACTOR35KNOX BOX LOCATION. PROVIDE SEALANT AROUNDALL SIDES36PROVIDE COAT RACKS PER DETAIL37BENCH AT CURVED PORTION OF CAFETERIACURTAINWALL, SEE SECTIONS38MOP SINK, SEE MECHANICALC7/A4.102D7/A4.706D1/A6.101B1/A6.101B3/A6.10139EXTENTS OF CTILE-3 AT MOP SINKF1/A4.70740PROVIDE CORNER WALL PADFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:13:28 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.02cUPPER LEVELFLOOR PLAN -AREA 'C'EBLGLR11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"UPPER LEVEL FLOOR PLAN - AREA 'C'F16' 12'PLAN GENERAL NOTES1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.4. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.5. FIELD VERIFY ALL MILLWORK OPENINGS.6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.7. VERIFY LOCATION, SIZE AND QUANTITY OF ALLMECHANICAL AND ELECTRICAL EQUIPMENT PADS.8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESSOTHERWISE NOTED.10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.DOOR / OPENING SCHEDULE UPPER LEVEL AREA 'C'DOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLC200A FG2 1 3'-0" 7'-0" WD -- 0" FR 6 -- HM -- -- -- -- 59 2,4C200B FG2 1 3'-0" 7'-0" WD -- 8'-2" FR 6 -- HM -- A1/A4.801 A1/A4.801 -- 59 4C202 G 1 3'-0" 7'-0" WD -- 10'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27C203L -- -- 4'-0" 7'-2" -- -- 4'-0" FR 5A -- HM -- A1/A4.801 A1/A4.801 --C205A G 1 3'-0" 7'-0" WD -- 11'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27C205B G 1 3'-0" 7'-0" WD -- 6'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28C207 F 1 3'-0" 7'-0" WD -- 8'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27C208 F 1 3'-0" 7'-0" WD -- 6'-0" FR 7 -- HM -- A1/A4.801 A1/A4.801 -- 28C211 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4C212 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4C213 G 1 3'-0" 7'-0" WD -- 7'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28C215A AL2 1 3'-0" 7'-0" WD -- 3'-4" SF5 -- HM -- See Elev. See Elev. See Elev. 62C215B AL2 1 3'-0" 7'-0" WD -- 3'-4" SF5 -- HM -- See Elev. See Elev. See Elev. 61C216A F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23C216B F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24C216C F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24C216D F 1 3'-0" 7'-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23C217 F 1 2'-8" 7'-0" WD -- 3'-0" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 40C218 F 2 3'-0" 7'-0" WD -- 6'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 45C219A G 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 55C219B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 20GLASS SYSTEM SCHEDULE UPPER LEVEL AREA 'C'MARK TypeOVERALLWIDTHOVERALLHEIGHTNUMBER OFFIXED PANELSMOUNTING CONDITIONSHardware Set REMARKSHead Jamb SillGS-C201A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-C201B GS 2 6'-0" 8'-0" 2 See Elev. See Elev. See Elev.GS-C204 GS 1 6'-0" 8'-0" 2 See Elev. See Elev. See Elev.GS-C204B GS 2 3'-0" 8'-0" 2 See Elev. See Elev. See Elev.GS-C209 GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-C209A GS 4 5'-11 1/8" 6'-0" 2 See Elev. See Elev. See Elev.GS-C209B GS 4 1'-9 1/2" 6'-0" 1 See Elev. See Elev. See Elev.OPERABLE WALL SCHEDULE UPPER LEVEL AREA 'C'DOOR NO WIDTH HEIGHT TYPEMOUNTING CONDITIONSHDW GRP REMARKSHEAD JAMB SILLOW-C202 25'-0" 8'-0" FGP-1KEY PLANAB CDERevisionsDescription Date NumAddendum #1 12/04/20 111 A4.402F2aSIMA4.402F4aSIMA4.402F6SIMA4.402E2aSIMA4.402D7SIMA4.402E5aSIMA4.402E6aSIMA4.402E8SIMA4.402F1SIMF1A5.102CLASSROOMD202SMALL GROUPD201FLEX SPACED200ACIRCD200CLASSROOMD203FLEX SPACED200BSMALL GROUPD204FLEX SPACED200CCLASSROOMD205CLASSROOMD206STAFF OFFICED207CLASSROOMD208SPECIAL ED /INTERVENTIOND213SENSORYROOMD211CALMING ROOMD212SMALL GROUPD209FLEX SPACED210MUDROOMD214STAIRS DD215LANGUAGED219DATAD218GS-D201AD202D218D216C D216DD217D216BD216AD215A D215BD213D211GS-D209D208D207D205AGS-D204AD205BD219ASTORD217TLTD216CTLTD216DWASHROOMD216TLTD216BTLTD216A5 7/8"9'-6"MBD5'-0"7MBD5'-0"73'-4" 8'-0" 8'-0" 3'-4" 8'-0" 2'-0"6'-0" 15'-4" 8'-0" 4'-0" 5'-4" 8'-0" 5'-4" 20'-8" 14'-8"4'-8"32'-8"14'-8" 10'-8" 2'-0" 6'-0" 4'-8"2'-4" 7'-4" 25'-4"21'-4" 14'-8"3'-4" 33'-4"18'-8"35'-4"90'-8"14'-8" 11'-4" 3'-4" 17'-4" 13'-4" 2'-0" 17'-4" 4'-0"26'-0"34'-0"4'-8"23'-9 5/8"23'-0 3/8"26'-10" 8'-10"5'-8" 6'-0"8'-7"26'-0"7'-7 5/8" 4'-4" 6'-8 3/8"35'-11 7/8"30'-2 7/8"3'-2"1'-5 3/8"5'-11 1/2"2'-2" 6'-0" 16'-4" 6'-0" 5'-3"11'-11" 6'-0"5'-11"5'-10"1'-4 1/4" 9'-0" 1'-2 3/4"8"_______D7A4.103F4A5.102B7A5.102_______D1A4.201E3aSIMD5SIMA4.402F1SIMA4.402F7SIMA4.402F7SIMC219BGS-D204BD212GS-D201BOW-D202D203LGA8GA6GA6GA6GA6MBD6'-0"3MBD4'-0"3MBD6'-0"3MBD8'-0"3MBD8'-0"3MBD8'-0"3MBD4'-0"3MBD8'-0"3MBD8'-0"3MBD8'-0"3MBD6'-0"3MBD6'-0"3MBD6'-0"3MBD6'-0"3MBD4'-0"3MBD4'-0"3MBD4'-0"3MBD6'-0"3MBD6'-0"3MBD6'-0"3MBD8'-0"3MBD8'-0"3MBD8'-0"3GA6GA7GA7GA7GB6GA6GA6GA6GA6GA6GA6GB6GB6GB6GB6GA6GA7GA7GA7GA7GA7GB5GA6GB6GB6GB6GA7GA6GB6GA7GA6GB6GA6GA6GB6GB6GB6GA6GA6GA677.988.99.910.91111.812R.6UVWXY6.696.5RST11.7F1A5.206_______A4.402D3GS-D219BD219BF5A5.103LANDINGD215AA4.406A4.4062SIMC6A5.105MBD4'-0"324'-6" 2'-2"GB2GB24'-0"2'-1 3/8"GB21'-10"4'-0"GA7D200AD200BGA6GB2GB2GB2GB2GB2GB2GB2GB2GB1TBD4'-0"7TBD4'-0"7TBD4'-0"7TBD4'-6"7TBD4'-6"7GS-D210AGS-D210B222222222222222223CW11CW20W7CW21CW19CW17CW4CW5CW19CW8W8W9CW15CW16CW10CW11GB22'-6"33333333333333333333SF522F3A5.206_______F5A5.206_______88"8"C1A4.802_______TYPC1A4.802_______TYP8"8"15T.O.S113'-2"6'-10"4'-8"12'-1 1/2"10'-10 1/2"14'-0"30'-4"16'-4"9'-8"1'-7"1'-1 3/8" 8'-11" 24'-4 1/2" 2 1/2" 15'-4" 3'-4" 10'-4" 24'-3" 9" 20'-5" 1'-0" 6'-3"A4.102C538203131311SIM2111SIMF5A5.204_______SIMF3A5.204_______SIMF7A5.204_______SIMF1A5.205_______1SIMF2A5.205_______SIMF1A5.205_______1SIMF7A5.204_______11111_______F3A5.6031_______C4A4.707_______F3A5.6031_______F3A5.60319'-0" 7'-3"EQEQ1FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.MASONRY PARTITIONS:4" WALL: 3 3/4" FRAME6" WALL: 5 3/4" FRAME8" AND GREATER WALL: 7 3/4" FRAMEFRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:INTERIOR NON RATED:CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)INTERIOR AND EXTERIOR RATED:FIRE RATEDEXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)SEE SHEET A2.901 FOR FRAME TYPES.SEE SHEET A2.901 FOR DOOR TYPES.AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."1.2.3.4.5.6.DOOR SCHEDULE GENERAL NOTESDOOR IS PART OF A TWO-DOOR ASSEMBLY SHARING ONE FRAME.STORM DOOR.1.2.DOOR SCHEDULE REMARKSPROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_".3.PROVIDE SECURITY LAMINATED GLASS.4.PROVIDE INSULATED GLASS IN DOOR AND FRAME.5.PROVIDE LAMINATED GLASS.6.FLOOR PLAN KEY NOTES:1DOOR ACTUATORS2MONITOR / DISPLAY (NIC), SEE DETAIL3TUB SINK, SEE MECH4CAN WASH, SEE DETAIL5EMERGENCY EYE WASH. SEE MECH.6CABINET UNIT HEATER. SEE MECH. FORSPECIFICATIONS, COORDINATE LOCATION WITHMECH.7CARD READER, SEE ELEC8DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FORTERRAZZO. VERIFY W/ ARCH9CLIMBING WALL, BY OWNER10WALL PAD PER 11 66 23. CENTER ON BACKSTOPS,SEE INTERIOR ELEVATIONS11EWC, SEE MECH / ELEC12TORNADO SHLETER SIGNAGE, SEE SHEET A0.10313MUSIC STAFF LINES ON MARKERBOARD14REFRIDGERATOR LOCATION, NIC15DISPLAY SCREEN #216CONCRETE STAIR, SEE STRUCT17BOLLARD, SEE DETAIL18RUBBER DOCK BUMPER, SEE DETAIL19FLAG POLE, SEE DETAIL20PROVIDE SHELF AND MOP HOLDER PER SPECSECTION 10 28 1321BASKETBALL BACKSTOP, MAIN COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS22BASKETBALL BACKSTOP, SIDE COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS23INSTALL CHINNING BAR, SEE DETAIL24DOCK LEVELER, SEE DETAIL25RETAINING WALL SYSTEM - SEE CIVIL26METAL LOCKERS, SEE B7/A4.71127TRASH ENCLOSURE AREA, SEE CIVILB5/A6.10128CUBICLE CURTAIN TRACK, REFER TO RCP29FLOOR BOX, COORDINATE WITH ELEC30PAINT STEEL COLUMN PT-5B31CORNER GUARD32TORNADO SHELTER SIGNAGE, SEE SHEET A0.10333ROLLER SHADE34CONC HOUSEKEEPING PAD, COORDINATEDIMENSIONS AND LOCATION WITH MECHCONTRACTOR35KNOX BOX LOCATION. PROVIDE SEALANT AROUNDALL SIDES36PROVIDE COAT RACKS PER DETAIL37BENCH AT CURVED PORTION OF CAFETERIACURTAINWALL, SEE SECTIONS38MOP SINK, SEE MECHANICALC7/A4.102D7/A4.706D1/A6.101B1/A6.101B3/A6.10139EXTENTS OF CTILE-3 AT MOP SINKF1/A4.70740PROVIDE CORNER WALL PADFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:13:45 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.02dUPPER LEVELFLOOR PLAN -AREA 'D'EBLGLR11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"UPPER LEVEL FLOOR PLAN - AREA 'D'F16' 12'PLAN GENERAL NOTES1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.4. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.5. FIELD VERIFY ALL MILLWORK OPENINGS.6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.7. VERIFY LOCATION, SIZE AND QUANTITY OF ALLMECHANICAL AND ELECTRICAL EQUIPMENT PADS.8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESSOTHERWISE NOTED.10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.DOOR / OPENING SCHEDULE UPPER LEVEL AREA 'D'DOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLD200A FG2 1 3'-0" 7'-0" WD -- 8'-2" FR 6 -- HM -- A1/A4.801 A1/A4.801 -- 59 4D200B FG2 1 3'-0" 7'-0" WD -- 0" FR 6 -- HM -- -- -- -- 2,4D202 G 1 3'-0" 7'-0" WD -- 10'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27D203L -- -- 4'-0" 7'-2" -- -- 4'-0" FR 5A -- HM -- A1/A4.801 A1/A4.801 --D205A G 1 3'-0" 7'-0" WD -- 11'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27D205B G 1 3'-0" 7'-0" WD -- 6'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28D207 F 1 3'-0" 7'-0" WD -- 8'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27D208 F 1 3'-0" 7'-0" WD -- 6'-0" FR 7 -- HM -- A1/A4.801 A1/A4.801 -- 27D211 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4D212 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4D213 G 1 3'-0" 7'-0" WD -- 7'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28D215A AL2 1 3'-0" 7'-0" WD -- 3'-4" SF5 -- HM -- See Elev. See Elev. See Elev. 62D215B AL2 1 3'-0" 7'-0" WD -- 3'-4" SF5 -- HM -- See Elev. See Elev. See Elev. 61D216A F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23D216B F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24D216C F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24D216D F 1 3'-0" 7'-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23D217 F 1 2'-8" 7'-0" WD -- 3'-0" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 40D218 F 2 3'-0" 7'-0" WD -- 6'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 45D219A G 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 55D219B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 51GLASS SYSTEM SCHEDULE UPPER LEVEL AREA 'D'MARK TypeOVERALLWIDTHOVERALLHEIGHTNUMBER OFFIXED PANELSMOUNTING CONDITIONSHardware Set REMARKSHead Jamb SillGS-D201A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-D201B GS 2 6'-0" 8'-0" 2 See Elev. See Elev. See Elev.GS-D204A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-D204B GS 2 3'-0" 8'-0" 1 See Elev. See Elev. See Elev.GS-D209 GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-D210A GS 4 6'-0" 6'-0" 2 See Elev. See Elev. See Elev.GS-D210B GS 4 1'-9 1/2" 6'-0" 1 See Elev. See Elev. See Elev.GS-D219B GS 2 8'-0" 5'-0" 2 See Elev. See Elev. See Elev.GS-D220A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev.GS-D220B GS 2 5'-0" 5'-0" 2 See Elev. See Elev. See Elev.OPERABLE WALL SCHEDULE UPPER LEVEL AREA 'D'DOOR NO WIDTH HEIGHT TYPEMOUNTING CONDITIONSHDW GRP REMARKSHEAD JAMB SILLOW-D202 25'-0" 8'-0" FGP-1 See Elev. See Elev. See Elev.KEY PLANAB CDERevisionsDescription Date NumAddendum #1 12/04/20 11 F5A5.204_______F3A5.204_______F6A5.203_______F7A5.204_______F1A5.205_______F6A5.205_______F3A5.205_______F5A5.205_______A4.402E5aSIMA4.402D7SIMA4.402E2aSIMA4.402E6aSIMA4.402E8SIMA4.402F1SIMA4.402F2aSIMA4.402F4aSIMA4.402F6SIMB1A5.10314'-8" 11'-4" 2'-8" 17'-6" 13'-10" 2'-0" 17'-4" 4'-0" 8'-0"2'-8" 8'-0" 4'-2 1/4"26'-0"34'-0"46'-2 1/4"14'-8" 20'-8" 5'-4" 8'-0" 5'-4" 4'-0" 8'-0" 15'-4" 6'-0"33'-4"18'-8"35'-4"87'-4"7'-4" 25'-4"21'-4"30'-8"14'-8" 10'-8" 8'-8" 4'-8" 8'-0" 6'-0" 13'-4" 8'-0" 3'-4"8'-7 1/4" 25'-0"1'-10 1/4"4'-3 3/8"2'-4"30'-8"21'-11 1/2" 2'-4 1/2"12'-4 1/4"5'-8"3'-8" 22'-11 1/4"11"6'-11 7/8" 4'-4" 7'-4 1/8"2'-10"4 7/8"15'-5 1/8"6'-0" 11'-11 1/2"2'-2" 6'-0" 16'-6" 6'-0" 5'-3"E205AGS-E204E207E208GS-E209E212E211E213E215A E215BE216A E216BE217E216CE216DE218GS-E201AE202E205BCLASSROOME202CLASSROOME203SMALL GROUPE201FLEX SPACEE200AFLEX SPACEE200BDATAE218MUDROOME214STAIRS EE215FLEX SPACEE210SPECIAL ED /INTERVENTIONE213CALMING ROOME212SMALL GROUPE209SENSORYROOME211CLASSROOME208STAFF OFFICEE207CLASSROOME206CLASSROOME205FLEX SPACEE200CGA6GA7MBD6'-0"3MBD6'-0"3MBD4'-0"3MBD4'-0"3MBD5'-0"7E200C_______D7A4.103STORE217TLTE216CTLTE216DTLTE216BTLTE216A9'-0" 7'-3"SMALL GROUPE204MBD4'-0"3F4A5.103F3A5.103F2A5.103F1A5.103_______F1A4.201E3aSIMD5SIMA4.402F1SIMA4.402F7SIMA4.402F7SIMGA7GA6GB6GB6GA6GA76'-6 7/8" 5'-11"1'-5"2'-10"4"9 7/8"MBD6'-0"3MBD6'-0"3MBD6'-0"384'-8"106'-2 1/4"E203LGB6GE23'-3" 20'-9 1/4"GS-E204B2'-11 1/2"MBD8'-0"3MBD8'-0"3MBD8'-0"3MBD8'-0"3OW-E202MBD8'-0"3MBD6'-0"3MBD6'-0"3MBD6'-0"3E200A E200BGS-201B3.94.34.65.86MPP.8R.66.6123456.36.5LNN.8QQ.4RSF1A5.206_______MBD8'-0"3MBD8'-0"3MBD4'-0"3MBD8'-0"3MBD8'-0"3LANDINGE215ACIRCE200WASHROOME216A4.406A4.4062SIMGA7GA7GB6GB6GE2GB6GB6GB2GB21'-5 3/8"4'-0"GB6GA6GB2GE2GB6GA7GA7GB6GB6GA6GB6GA6GA6GA6GB6GA7GB2GE2GB28"GB2GB2GE212'-5 1/4"9'-7 7/8"TBD4'-6"7TBD4'-6"7GS-E210AGS-E210B3222222222222222SF5CW10CW11CW20W7CW21CW19CW17CW4CW5CW19CW8W8W9CW15CW16CW22CW23333333333333333333333322GB215T.O.S.113'-2"8"8"8"C1A4.802_______TYPC1A4.802_______TYPGE2GB66'-10"4'-8"1'-1 3/8"A4.102C5E6A5.207_______3131311SIM1'-7" 9'-8" 16'-4"28'-10" 1'-6" 11'-1" 5'-7" 7'-11 1/2" 12'-1 1/2" 4'-2" 6'-6" 2'-1 5/8" 1'-1 3/8"21F2A5.205_______111111SIMF1A5.205_______1SIMF7A5.204_______1_______F3A5.603_______F3A5.6031_______F3A5.6031_______F3A5.6031EQ EQ1FLOOR PLAN KEY NOTES:1DOOR ACTUATORS2MONITOR / DISPLAY (NIC), SEE DETAIL3TUB SINK, SEE MECH4CAN WASH, SEE DETAIL5EMERGENCY EYE WASH. SEE MECH.6CABINET UNIT HEATER. SEE MECH. FORSPECIFICATIONS, COORDINATE LOCATION WITHMECH.7CARD READER, SEE ELEC8DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FORTERRAZZO. VERIFY W/ ARCH9CLIMBING WALL, BY OWNER10WALL PAD PER 11 66 23. CENTER ON BACKSTOPS,SEE INTERIOR ELEVATIONS11EWC, SEE MECH / ELEC12TORNADO SHLETER SIGNAGE, SEE SHEET A0.10313MUSIC STAFF LINES ON MARKERBOARD14REFRIDGERATOR LOCATION, NIC15DISPLAY SCREEN #216CONCRETE STAIR, SEE STRUCT17BOLLARD, SEE DETAIL18RUBBER DOCK BUMPER, SEE DETAIL19FLAG POLE, SEE DETAIL20PROVIDE SHELF AND MOP HOLDER PER SPECSECTION 10 28 1321BASKETBALL BACKSTOP, MAIN COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS22BASKETBALL BACKSTOP, SIDE COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS23INSTALL CHINNING BAR, SEE DETAIL24DOCK LEVELER, SEE DETAIL25RETAINING WALL SYSTEM - SEE CIVIL26METAL LOCKERS, SEE B7/A4.71127TRASH ENCLOSURE AREA, SEE CIVILB5/A6.10128CUBICLE CURTAIN TRACK, REFER TO RCP29FLOOR BOX, COORDINATE WITH ELEC30PAINT STEEL COLUMN PT-5B31CORNER GUARD32TORNADO SHELTER SIGNAGE, SEE SHEET A0.10333ROLLER SHADE34CONC HOUSEKEEPING PAD, COORDINATEDIMENSIONS AND LOCATION WITH MECHCONTRACTOR35KNOX BOX LOCATION. PROVIDE SEALANT AROUNDALL SIDES36PROVIDE COAT RACKS PER DETAIL37BENCH AT CURVED PORTION OF CAFETERIACURTAINWALL, SEE SECTIONS38MOP SINK, SEE MECHANICALC7/A4.102D7/A4.706D1/A6.101B1/A6.101B3/A6.10139EXTENTS OF CTILE-3 AT MOP SINKF1/A4.70740PROVIDE CORNER WALL PADDOOR IS PART OF A TWO-DOOR ASSEMBLY SHARING ONE FRAME.STORM DOOR.1.2.DOOR SCHEDULE REMARKSPROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_".3.PROVIDE SECURITY LAMINATED GLASS.4.PROVIDE INSULATED GLASS IN DOOR AND FRAME.5.PROVIDE LAMINATED GLASS.6.FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.MASONRY PARTITIONS:4" WALL: 3 3/4" FRAME6" WALL: 5 3/4" FRAME8" AND GREATER WALL: 7 3/4" FRAMEFRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:INTERIOR NON RATED:CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)INTERIOR AND EXTERIOR RATED:FIRE RATEDEXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)SEE SHEET A2.901 FOR FRAME TYPES.SEE SHEET A2.901 FOR DOOR TYPES.AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."1.2.3.4.5.6.DOOR SCHEDULE GENERAL NOTESFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:14:02 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.02eUPPER LEVELFLOOR PLAN -AREA 'E'EBLGLR11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"UPPER LEVEL FLOOR PLAN - AREA 'E'F16' 12'PLAN GENERAL NOTES1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.4. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.5. FIELD VERIFY ALL MILLWORK OPENINGS.6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.7. VERIFY LOCATION, SIZE AND QUANTITY OF ALLMECHANICAL AND ELECTRICAL EQUIPMENT PADS.8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESSOTHERWISE NOTED.10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.DOOR / OPENING SCHEDULE UPPER LEVEL AREA 'E'DOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLE200A F 1 3'-0" 7'-0" WD 90 MIN 8'-2" FR 6 -- HM -- A6/A4.801 A6/A4.801 -- 60 4E200B F 1 3'-0" 7'-0" WD 90 MIN 0" FR 6 -- HM -- -- -- -- 60 2E200C MCDF 1 1'-6" 7'-0" ST 90 MIN 1'-10" MCDF -- ST -- E1/A4.801 B6/A4.801 --E202 G 1 3'-0" 7'-0" WD -- 10'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27E203L -- -- 4'-0" 7'-2" -- -- 4'-0" FR 5A -- HM -- A1/A4.801 A1/A4.801 --E205A G 1 3'-0" 7'-0" WD -- 11'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27E205B G 1 3'-0" 7'-0" WD -- 6'-0" FR 3A -- HM -- See Elev. See Elev. See Elev. 28E207 F 1 3'-0" 7'-0" WD -- 8'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27E208 F 1 3'-0" 7'-0" WD -- 6'-0" FR 7 -- HM -- A1/A4.801 A1/A4.801 -- 27E211 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4E212 F 1 3'-0" 7'-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4E213 G 1 3'-0" 7'-0" WD -- 7'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28E215A AL2 1 3'-0" 7'-0" WD -- 3'-4" SF5 -- HM -- See Elev. See Elev. See Elev. 62E215B AL2 1 3'-0" 7'-0" WD -- 3'-4" SF5 -- HM -- See Elev. See Elev. See Elev. 61E216A F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23E216B F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24E216C F 1 2'-8" 7'-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24E216D F 1 3'-0" 7'-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23E217 F 1 2'-8" 7'-0" WD -- 3'-0" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 40E218 F 2 3'-0" 7'-0" WD -- 6'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 45OPERABLE WALL SCHEDULE UPPER LEVEL AREA 'E'DOOR NO WIDTH HEIGHT TYPEMOUNTING CONDITIONSHDW GRP REMARKSHEAD JAMB SILLOW-E202 25'-0" 8'-0" FGP-1 See Elev. See Elev. See Elev.GLASS SYSTEM SCHEDULE UPPER LEVEL AREA 'E'MARK TypeOVERALLWIDTHOVERALLHEIGHTDOOR WIDTHNUMBER OFFIXED PANELSMOUNTING CONDITIONSHardware Set REMARKSKey ScheduleHeadKey ScheduleJambKey ScheduleSillGS-E201A GS 1 9'-6" 8'-0" 3'-0" 2 See Elev. See Elev. See Elev.GS-E204 GS 1 6'-0" 8'-0" 3'-0" 2 See Elev. See Elev. See Elev.GS-E204B GS 2 3'-0" 8'-0" 3'-0" 1 See Elev. See Elev. See Elev.GS-E209 GS 1 6'-0" 8'-0" 3'-0" 2 See Elev. See Elev. See Elev.GS-E210A GS 4 6'-0" 6'-0" 6'-0" 2 See Elev. See Elev. See Elev.GS-E210B GS 4 1'-9 1/2" 6'-0" 1'-9 1/2" 1 See Elev. See Elev. See Elev.KEY PLANAB CDERevisionsDescription Date NumAddendum #1 12/04/20 111 _______F7A2.095SIMF7A5.204_______SIMF1A5.205_______F3A5.205_______SIMF3A5.204_______SIMF5A5.204_______F6A5.203_______F5A5.205_______F6A5.205_______F7A5.205_______F7A5.206_______F1A5.207_______F3A5.207_______C2A5.208_______C3A5.208_______F3A5.208_______C1A5.201_______C3A5.201_______SIMF4A5.201_______F1A5.201_______E5A5.207_______C2A5.207_______C4A5.207_______C4A5.207_______F6A5.201_______F7A5.201_______F1A5.202_______F3A5.202_______F4A5.202_______D2A5.203_______D4A5.203_______F1A5.203_______D1A5.203_______D5A5.203_______F2A5.203_______F4A5.203_______SIMF1A5.205_______SIMF1A5.205______________C7A2.095_______D7A2.095_______E7A2.095_______A3A5.701TYP_______A3A5.701_______A3A5.701TYPF3A5.701_______F6A5.202______________A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701_______A3A5.701115'-1"F1A4.205_______F1A4.205_______F1A4.205_______B5A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B1A5.702_______B5A5.702_______B5A5.702_______B1A5.702_______B1A5.702_______B5A5.702_______B5A5.702_______B1A5.702_______B1A5.702_______B1A5.702_______B1A5.702_______B1A5.702_______B1A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B5A5.702_______B1A5.702_______B1A5.702_______B1A5.702_______B1A5.702_______B1A5.702_______B5A5.702_______D7A5.702_______D7A5.702_______D7A5.702_______F3A5.701_______F3A5.701_______F1A5.204_______F7A5.502_______F7A5.502_______D7A5.502_______D7A5.502_______D7A5.502_______SIMF7A5.202_______E1A5.702_______E1A5.702_______C3A5.702_______F5A5.701_______C3A5.702_______B1A5.702_______CONDENSING UNIT, SEE FSTYPE1A5.702_______E1A5.702_______C1A5.208_______F2A5.208_______F7A5.208_______F6A5.208_______F1A5.208_______F5A5.208_______E6A5.207_______F7A5.701_______F7A5.701_______B3A5.503_______B3A5.503_______SIMF7A5.202_______F7A5.701_______F7A5.701_______F3A5.702_______F1A5.702_______1SIMF7A5.204_______1SIMF1A5.205_______SIMF2A5.205_______1111SIMF7A5.204_______SIMF5A5.204_______SIMF7A5.204_______SIMF1A5.205_______SIMF2A5.205_______SIMF3A5.204_______SIMF7A5.204_______SIMF5A5.204_______SIMF1A5.205_______SIMF7A5.204_______1111F1A5.702_______1F1A5.702_______11ROOF LEGENDEQUIPMENT CURB SUPPORTING PIPING OR CONDUIT. INSTALL MAXIMUM SPACING OF 6'-0" O.C.EQUIPMENT CURB AT MECHANICAL EQUIPMENTSLOPE OF TAPERED INSULATIONDIAMOND CRICKET (SEE TYPICAL DETAIL)SLOPED STRUCTUREROOF LADDERROOF DRAIN (R.D.)OVERFLOW DRAIN (O.R.D.)MECH HOODROOF EXHAUSTSKYLIGHTVENT STACK, PIPE OR CONDUITCOMBUSTION STACKCRICKET FOR POSITIVE DRAINAGEROOF WALKWAY PADSF1A5.201_______C7A5.201_______C4A5.201_______F4A5.201_______B6A5.101RADIUS12'-6"R A D IU S10'-0 "15'-8"20'-6"8'-8"5'-6"F1A5.503_______F3A5.503_______D3A5.702_______D3A5.702_______F5A5.503_______D5A5.503_______F3A5.207_______F1A5.207_______D3A5.702_______D3A5.702_______15'-6"23'-0 1/2"SIMF4A5.201_______F1A5.503_______D5A5.503_______1D3A5.702_______D3A5.702_______F3A5.206_______F5A5.206_______18'-10"20'-4"F1A5.503_______SIMF4A5.201_______D5A5.503_______1D3A5.702_______D3A5.702_______20'-0 3/8"20'-4"SIMF4A5.201_______F1A5.503_______F3A5.205_______D5A5.503_______1FEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:14:18 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.095ROOF PLANEBLSH11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/16" = 1'-0"ROOF PLANF112' 24'ROOF PLAN GENERAL NOTES1. TAPERED ROOF INSULATION AND CRICKETS SHALLSLOPE AT 1/4" PER 1'-0". THE THICKNESS OF THE BASEINSULATION IS TO BE 5 1/2".2. SHOP DRAWING DESIGN AND INSTALLATION OFTAPERED INSULATION MUST ACCOUNT FOR CAMBERIN STRUCTURE TO INSURE THAT THE ROOF DRAINS ASDESIGNED.3. AT MECH. OPENINGS AND CURBS ON ROOF, PROVIDECRICKETS AS REQUIRED FOR POSITIVE DRAINAGE ORCUT OPENINGS IN FREE-STANDING CURBS AS ANALTERNATIVE.4. MECHANICAL ITEM LOCATIONS ARE SHOWN FORREFERENCE ONLY. REFER TO MECH. DRAWINGS FOREXTENT OF MECH. EQUIP. AND SIZE AND LOCATION OFALL ROOF PENETRATIONS.5. ALL MECHANICAL AND ELECTRICAL ROOFTOPEQUIPMENT, PIPING, CONDUIT, ETC. TO BE PAINTED.6. COORDINATE ROOF AND OVERFLOW DRAINLOCATIONS WITH STRUCTURAL COMPONENTS TOAVOID LOCATING ROOF OR OVERFLOW DRAINS OVERTOP OF BEAMS OR JOISTS.7. REFER TO EXTERIOR ELEVATIONS FOR LOCATION OFOVERFLOW SCUPPERS AND OUTFLOWS.8. AT ALL LADDERS, TOP AND BOTTOM, PROVIDE ANDINSTALL A 4'-0" X 4'-0" CONCRETE PAVER LANDING.9. ROOF LADDERS WITH NUMBER IN PARENTHESISINDICATE RELATIVE ROOF DECK ELEVATIONDIFFERENCES, NOT INCLUDING PARAPET, VERIFYEXACT LADDER HEIGHT REQUIREMENTS.01/8" = 1'-0"MAIN ENTRY CANOPYF76' 12'01/8" = 1'-0"BUS ENTRANCE CANOPY AREA 'C'C76' 12'01/8" = 1'-0"BUS ENTRANCE CANOPY AREA 'D'D76' 12'01/8" = 1'-0"BUS ENTRANCE CANOPY AREA 'E'E76' 12'RevisionsDescription Date NumAddendum #2 12/10/20 1 BASEML100'-0"BASEUL113'-4"07.1007.0204.0104.0107.0907.3803.0408.9307.1004.01AA.1BCC.7DEFGHJKT.O. STUD129'-2"T.O. PRECAST -GYM132'-5"T.O. STUD @ GYM134'-5"T.O. STUD -MUSIC119'-0"04.01BRICK PATTERN 1BRICK LEDGE98'-8"04.02BRICK PATTERN 4NOTE: ADJACENT EXTERIOR MATERIALS CONTINUE BEHIND COLUMNS 1118" TALL DARK BRONZE BACKLIT CHANNEL LETTERS 12'-6"9'-6"BASEML100'-0"03.0407.0908.5903.0403.04_______C8A5.101TYP07.0907.3808.9307.3808.9307.3704.0204.0208.1004.0204.0207.3807.383.94.34.65.8677.988.99.910.91111.812T.O. PRECAST -GYM132'-5"T.O. STUD @ GYM134'-5"T.O. STUD -MUSIC119'-0"T.O. PRECAST115'-4"BRICK LEDGE98'-8"BRICK PATTERN 404.0207.37BRICK LEDGE94'-8"07.3804.09111108.0408.04BASEML100'-0"T.O. MASONRY CHILLERENCLOSURE108'-0"04.0207.3704.02C.7DEFGHJKLT.O. STUD129'-2"T.O. PRECAST -GYM132'-5"T.O. CAFETERIA STUD120'-1 1/2"BRICK LEDGE98'-8"07.3707.1007.3904.09CURVED07.1007.1007.3907.3907.1004.09CURVED CURVED1BASEML100'-0"5.8677.988.99.910.91111.8T.O. PRECAST -GYM132'-5"T.O. STUD @ GYM134'-5"03.0407.0907.3807.0907.381'-11"1'-8"2'-0"2'-0"2'-0"10'-0" 10'-0"1BASEML100'-0"22" 24" 24" 24"AS OCCURS86"2 1/2" TYPT.O. PRECAST -GYM132'-5"EQ 4'-4" EQ12'-0"BASEML100'-0"BASEUL113'-4"AA.1BCC.7DT.O. PRECAST -GYM132'-5"T.O. CAFETERIA STUD120'-1 1/2"T.O. PRECAST115'-4"BRICK LEDGE98'-8"07.0903.0403.0404.0207.3707.3807.3811BASEML100'-0"T.O. MASONRY CHILLERENCLOSURE108'-0"3.9T.O. CAFETERIA STUD120'-1 1/2"BRICK LEDGE98'-8"04.0204.0204.0207.3707.3708.591WATERWASH PRECASTACID ETCHED PRECASTEXTERIOR ELEVATION KEYB1A5.101C1A5.101E1A5.101F3A5.101F1A5.101E3A5.101B6A5.101B7A5.101B8A5.101BASEML100'-0"11.812T.O. STUD -OFFICE115'-4"BRICK LEDGE98'-8"07.1004.0307.3707.1007.9404.09BASEML100'-0"11.811.7T.O. STUD -OFFICE115'-4"BRICK LEDGE98'-8"04.0307.37BASEML100'-0"11.812T.O. STUD -MUSIC119'-0"BRICK LEDGE98'-8"04.0107.37BRICK PATTERN 4FEDCBA12345678AMNCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 72813/16/2021 9:57:02 AM192237 _ 2020 NEW ELEMENTARY (R19) central_detached.rvtAs indicatedA5.101EXTERIORELEVATIONSEBLSH11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"EAST ELEVATION - AREA 'A','B'B16'12'MATERIALS KEYKEY MATERIAL03.04 ARCHITECTURAL PRECASTCONCRETE04.01 BRICK 1 BEIGE04.02 BRICK 2 RED04.03 BRICK 3 BROWN04.09 CAST STONE07.02 PREFINISHED SHEET METALFLASHING07.09 PREFINISHED RAINSCREENALUMINUM COMPOSITE PANEL 107.10 PREFINISHED RAINSCREENALUMINUM COMPOSITE PANEL 207.37 PREFINISHED METAL COPING 107.38 PREFINISHED METAL COPING 207.39 INTEGRAL METAL COPING07.94 PREFINISHED RAINSCREEN PANEL 2COLUMN WRAP08.04 ANODIZED ALUMINUM DOOR08.10 COILING DOOR08.59 PREFINISHED ALUMINUM LOUVER08.93 CURTAINWALL SYSTEM26.97 EXTERIOR LIGHTING (SEE ELEC.)01/8" = 1'-0"NORTH ELEVATION - AREA 'A'C16' 12'01/8" = 1'-0"WEST ELEVATION - AREA 'A', 'B'F36' 12'01/8" = 1'-0"SOUTH ELEVATION - GYME36' 12'01/8" = 1'-0"PRECAST PANEL PATTERN TYPC86' 12'01/8" = 1'-0"WEST ELEVATION - AREA 'A'E16' 12'01/8" = 1'-0"SOUTH ELEVATION - CHILLER ENCLOSUREF16' 12'01/8" = 1'-0"SOUTH ELEVATION - B101B66' 12'01/8" = 1'-0"NORTH ELEVATION - B101B76' 12'01/8" = 1'-0"SOUTH ELEVATION - A106B86' 12'EXT ELEVATION GENERAL NOTES1. ALL INTERIOR CORNERS TO BE BRICKEXPANSION JOINTSRevisionsDescription Date NumAddendum #2 12/10/20 111 BASEML100'-0"BASEUL113'-4"04.0304.0209.0704.0504.0307.0904.0207.37KMPP.8R.6UVWXYLNN.8QQ.4RSTT.O. STUD129'-2"04.0307.0904.0204.0307.3708.9304.0204.0307.3707.1007.10BRICK LEDGE98'-8"BRICK PATTERN 1BRICK PATTERN 1BRICK PATTERN 1BRICK PATTERN 2ADJACENT EXTERIOR MATERIALS CONTINUE BEHIND COLUMNS_______SimB6A5.102BRICK PATTERN 2ABRICK PATTERN 2A1118" CLEAR ANODIZED DIMENSIONAL LETTERING1BASEML100'-0"BASEUL113'-4"04.0207.3704.0204.0304.0204.0504.0504.8804.8911.8121313.5141515.616T.O. STUD129'-2"BRICK LEDGE98'-8"BRICK PATTERN 1BRICK PATTERN 1BRICK PATTERN 31BASEML100'-0"BASEUL113'-4"77.988.99.910.9116.696.5T.O. STUD129'-2"04.0304.0204.0304.02BRICK LEDGE98'-8"BRICK PATTERN 1BRICK PATTERN 207.3707.3707.3704.8804.8804.881BASEML100'-0"BASEUL113'-4"10.91111.81211.71313.5141515.616T.O. STUD129'-2"04.0307.0904.0504.0204.0307.0907.1004.0507.3704.0204.0304.0207.1008.9308.5408.5808.58BRICK LEDGE98'-8"BRICK PATTERN 2BRICK PATTERN 208.5804.0504.0504.0504.8804.88ADJACENT EXTERIOR MATERIALS CONTINUE BEHIND COLUMNSBRICK PATTERN 2A11BASEML100'-0"BASEUL113'-4"KT.O. STUD129'-2"04.0307.37BRICK LEDGE98'-8"BRICK PATTERN 31BASEML100'-0"BASEUL113'-4"RT.O. STUD129'-2"04.0207.37BRICK LEDGE98'-8"BRICK PATTERN 21BASEML100'-0"BASEUL113'-4"R.6RT.O. STUD129'-2"04.0307.09BRICK LEDGE98'-8"07.0907.1004.091BASEML100'-0"BASEUL113'-4"10.911T.O. STUD129'-2"04.0207.37BRICK LEDGE98'-8"BRICK PATTERN 2A1EXTERIOR ELEVATION KEYD1A5.102B1A5.102B5A5.102B4A5.102F1A5.102F4A5.102B6A5.102B7A5.102FEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 72813/16/2021 9:57:06 AM192237 _ 2020 NEW ELEMENTARY (R19) central_detached.rvtAs indicatedA5.102EXTERIORELEVATIONSEBLSH11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"EAST ELEVATION AREAS 'C' & 'D'D16' 12'01/8" = 1'-0"NORTH ELEVATION - AREA 'C'B16' 12'01/8" = 1'-0"SOUTH ELEVATION - AREA 'D'F16' 12'01/8" = 1'-0"SOUTH ELEVATION - AREA 'C'F46' 12'01/8" = 1'-0"WEST ELEVATION - AREA 'C'B46' 12'01/8" = 1'-0"WEST ELEVATION - AREA 'C' C108B56' 12'01/8" = 1'-0"EAST ELEVATION - AREA 'C' STAIRB66' 12'01/8" = 1'-0"NORTH ELEVATION - D108B76' 12'MATERIALS KEYKEY MATERIAL04.02 BRICK 2 RED04.03 BRICK 3 BROWN04.05 BRICK 4 IRON SPOT04.09 CAST STONE04.88 BRICK 2 RED (SOLDIER COURSE)04.89 BRICK 3 BROWN (SOLDIERCOURSE)07.09 PREFINISHED RAINSCREENALUMINUM COMPOSITE PANEL 107.10 PREFINISHED RAINSCREENALUMINUM COMPOSITE PANEL 207.37 PREFINISHED METAL COPING 108.54 SPANDREL PANEL08.58 EXTERIOR GLAZING08.93 CURTAINWALL SYSTEM09.07 GYPSUM BOARDEXT ELEVATION GENERAL NOTES1. ALL INTERIOR CORNERS TO BE BRICKEXPANSION JOINTSRevisionsDescription Date NumAddendum #2 12/10/20 1 BASEML100'-0"BASEUL113'-4"3.94.34.65.866.6123456.36.5T.O. STUD129'-2"04.0304.0207.3704.0504.0504.0307.0907.3804.0504.0507.10BRICK LEDGE98'-8"BRICK PATTERN 1BRICK PATTERN 2BRICK PATTERN 104.0204.8804.0204.0204.8807.37ADJACENT EXTERIOR MATERIALS CONTINUE BEHIND COLUMNS11BASEML100'-0"BASEUL113'-4"04.0304.0204.0204.0304.0204.8808.9308.58LNN.8QQ.4RST.O. STUD129'-2"BRICK LEDGE98'-8"BRICK PATTERN 1BRICK PATTERN 2A11BASEML100'-0"BASEUL113'-4"04.0504.0504.0504.0204.0208.9308.5804.0207.3707.3707.373.94.34.65.866.6123456.36.5T.O. STUD129'-2"BRICK LEDGE98'-8"07.10BRICK PATTERN 3BRICK PATTERN 11BASEML100'-0"BASEUL113'-4"R.6VWXYSTT.O. STUD129'-2"04.0504.0504.0304.02BRICK LEDGE98'-8"BRICK PATTERN 3BRICK PATTERN 1107.37EXTERIOR ELEVATION KEYB5A5.103F2A5.103F3A4.403F1A5.103B1A5.103F4A5.103F5A5.103F6A5.103D1A5.103D5A5.103BASEML100'-0"BASEUL113'-4"ST.O. STUD129'-2"04.0307.0907.38BRICK LEDGE98'-8"07.1007.0904.091BASEML100'-0"BASEUL113'-4"ST.O. STUD129'-2"04.0207.37BRICK LEDGE98'-8"BRICK PATTERN 21BASEML100'-0"BASEUL113'-4"R.6ST.O. STUD129'-2"04.0307.0907.37BRICK LEDGE98'-8"07.1007.0904.091BASEML100'-0"BASEUL113'-4"LT.O. STUD129'-2"04.0307.37BRICK LEDGE98'-8"BRICK PATTERN 31BASEML100'-0"BASEUL113'-4"6.6T.O. STUD129'-2"04.0307.37BRICK LEDGE98'-8"BRICK PATTERN 31BASEML100'-0"BASEUL113'-4"T.O. STUD129'-2"2FEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 72813/16/2021 9:57:11 AM192237 _ 2020 NEW ELEMENTARY (R19) central_detached.rvtAs indicatedA5.103EXTERIORELEVATIONSEBLSH11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"SOUTH ELEVATION - AREA 'E' / PARTIAL 'D'D16' 12'01/8" = 1'-0"WEST ELEVATION - AREA 'E'B56' 12'01/8" = 1'-0"NORTH ELEVATION - AREA 'E'B16' 12'MATERIALS KEYKEY MATERIAL04.02 BRICK 2 RED04.03 BRICK 3 BROWN04.05 BRICK 4 IRON SPOT04.09 CAST STONE04.88 BRICK 2 RED (SOLDIER COURSE)07.09 PREFINISHED RAINSCREEN ALUMINUMCOMPOSITE PANEL 107.10 PREFINISHED RAINSCREEN ALUMINUMCOMPOSITE PANEL 207.37 PREFINISHED METAL COPING 107.38 PREFINISHED METAL COPING 208.58 EXTERIOR GLAZING08.93 CURTAINWALL SYSTEM01/8" = 1'-0"WEST ELEVATION - AREA 'D'D56' 12'01/8" = 1'-0"WEST ELEVATION - AREA 'E' STAIRF26' 12'01/8" = 1'-0"EAST ELEVATION - E108F36' 12'01/8" = 1'-0"EAST ELEVATION - AREA 'E' STAIRF16' 12'01/8" = 1'-0"EAST ELEVATION - E105F46' 12'01/8" = 1'-0"NORTH ELEVATION - D105F56' 12'01/8" = 1'-0"EAST ELEVATION - E202F66' 12'EXT ELEVATION GENERAL NOTES1. ALL INTERIOR CORNERS TO BE BRICKEXPANSION JOINTSRevisionsDescription Date NumAddendum #1 12/04/20 1Addendum #2 12/10/20 2 PENTHOUSE128'-0"07.0907.3807.0977.988.99.910.91111.86.696.36.511.7T.O. STUD -PENTHOUSE144'-0"2'-9" 2'-3"2'-0"2'-0"2'-0"2'-0"10'-0" 10'-0" 11'-4"10'-0" 10'-0"PENTHOUSE128'-0"07.0907.38PP.8N.8QQ.4RT.O. STUD -PENTHOUSE144'-0"2'-0"2'-0"EQ EQ EQ EQ2'-0"2'-0"2'-0"2'-0"2'-3"2'-9"PENTHOUSE128'-0"07.0907.3807.0977.988.99.910.91111.86.696.511.7T.O. STUD -PENTHOUSE144'-0"2'-0"2'-0"2'-0"2'-0"2'-3"2'-9"10'-1" 10'-0" 10'-0"1'-9 5/8"10'-0" 10'-0" 10'-0"2'-0"PENTHOUSE128'-0"07.0907.38PP.8N.8QQ.4RT.O. STUD -PENTHOUSE144'-0"2'-0"2'-0"EQ EQ EQ EQ2'-0"2'-0"2'-0"2'-3"2'-9"EXTERIOR ELEVATION KEYC5A5.104B1A5.104B5A5.104C1A5.104D5A5.104D1A5.104D3A5.104E1A5.104E2A5.104E4A5.104F1A5.104F4A5.104D6A5.104E7A5.104F7A5.104BASEUL113'-4"07.1010.911T.O. STUD129'-2"3'-1" 5'-0" 5'-0"2EQEQEQBASEUL113'-4"07.10JKLT.O. STUD129'-2"07.3908.9307.1015'-0"5'-0"3'-1"EQ EQ EQ8'-7"BASEUL113'-4"LT.O. STUD129'-2"07.1007.395'-0"5'-0"3'-1"22'-0" 8'-0" 8'-0"BASEML100'-0"T.O. MASONRY CHILLERENCLOSURE108'-0"BCC.7DEBRICK LEDGE98'-8"04.0204.0208.5907.3704.09STEPPED BRICK LEDGE07.925'-4" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 10'-9"42'-0"8" TYP1BASEML100'-0"T.O. MASONRY CHILLERENCLOSURE108'-0"07.9307.371BASEML100'-0"T.O. MASONRY CHILLERENCLOSURE108'-0"3.907.9307.3708.591BASEML100'-0"T.O. MASONRY CHILLERENCLOSURE108'-0"DE07.9307.3708.5907.921BASEML100'-0"T.O. MASONRY CHILLERENCLOSURE108'-0"AA.1BCC.7BRICK LEDGE98'-8"STEPPED BRICK LEDGE04.0903.019'-3" 10'-9" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 5'-4"8" TYP1BASEUL113'-4"77.988.99.96.69T.O. STUD129'-2"07.1007.3907.10CURVED8'-1" 5'-0"EQ EQ EQ EQ EQ4'-5 7/8"07.1008.93BASEUL113'-4"BC23"20"24"24"24"27"33"2'-0"2'-0"6'-0"10'-0" 10'-0"BASEUL113'-4"5.862'-9" 4'-3" 2'-0" 3'-8" 1'-11"FEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 72813/16/2021 9:57:12 AM192237 _ 2020 NEW ELEMENTARY (R19) central_detached.rvtAs indicatedA5.104EXTERIORELEVATIONSEBLSH11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"NORTH ELEVATION - PENTHOUSEB16' 12'01/8" = 1'-0"WEST ELEVATION - PENTHOUSEC56' 12'01/8" = 1'-0"SOUTH ELEVATION - PENTHOUSEC16' 12'01/8" = 1'-0"EAST ELEVATION - PENTHOUSEB56' 12'MATERIALS KEYKEY MATERIAL03.01 CONCRETE04.02 BRICK 2 RED04.09 CAST STONE07.09 PREFINISHED RAINSCREENALUMINUM COMPOSITE PANEL 107.10 PREFINISHED RAINSCREENALUMINUM COMPOSITE PANEL 207.37 PREFINISHED METAL COPING 107.38 PREFINISHED METAL COPING 207.39 INTEGRAL METAL COPING07.92 OVERFLOW SCUPPER07.93 PRE-PAINTED CORRUGATED METALPANEL08.59 PREFINISHED ALUMINUM LOUVER08.93 CURTAINWALL SYSTEM01/8" = 1'-0"NORTH ELEVATION - B209D16' 12'01/8" = 1'-0"EAST ELEVATION - AREA 'B'D36' 12'01/8" = 1'-0"WEST ELEVATION - C202D56' 12'01/8" = 1'-0"WEST ELEVATION - A126F16' 12'01/8" = 1'-0"NORTH INTERIOR FACE - CHILLER ENCLOSUREE16' 12'01/8" = 1'-0"SOUTH INTERIOR FACE - CHILLER ENCLOSUREE26' 12'01/8" = 1'-0"WEST INTERIOR FACE - CHILLER ENCLOSUREE46' 12'EXT ELEVATION GENERAL NOTES1. ALL INTERIOR CORNERS TO BE BRICKEXPANSION JOINTS01/8" = 1'-0"EAST ELEVATION - A126F46' 12'RevisionsDescription Date NumAddendum #1 12/04/20 1Addendum #2 12/10/20 201/8" = 1'-0"NORTH ELEVATION - AREA 'B'D66' 12'1101/8" = 1'-0"WEST ELEVATION - A201F76' 12'01/8" = 1'-0"NORTH ELEVATION - A201E76' 12'11 TO: City Council FROM: Bryan Bear, City Administrator SUBJECT: Northeast Youth and Family Services Contract DATE: April 1, 2021 for the City Council meeting of April 5, 2021 BACKGROUND: After years of discussion during regular budget cycles, in 2011, the Hugo City Council began approving annual expenditures from the City budget toward youth diversion programs. At the time, youth diversion services were provided through The White Bear Counseling Center, and the Forest Lake Youth Service Bureau. These programs divert teenagers away from the justice system to alternative systems that address offensive or illegal behavior by identifying and treating any underlying causes. Since 2011, the City council has budgeted $12,000 annually for this purpose, with half going to each organization. The White Bear Counseling Center has since merged with a similar organization and is now known as Northeast Youth and Family Services (NYFS). In Forest Lake, the organization is now known as Lakes Center for Youth and Families (LC4YF). Youth from Hugo are typically referred to the program through the school systems, the court systems, and area police and sheriff departments. Both organizations serve youth from the entire community, however students attending either White Bear Lake or Mahtomedi School Districts tend to be served primarily by NYFS, while students attending Forest Lake are typically served by LC4YF. The City Council has received regular annual updates concerning these services and has recognized the effectiveness of the programs for youth within the community. The City has been operating under a contract for services from each organization and the City’s $6,000 contribution to each organization has not changed. ANALYSIS: Each organization is managed by an Executive Director or President, with oversight from a Board of Directors. Last year, the NYFS Board of Directors had discussion on revenues and noted a disparity in contributions from communities. The Board, which is made up primarily of municipal representatives, set a benchmark of $2 per capita for contributions from communities. Nearly all communities within the NYFS service area have since agreed to this level of contribution. CITY OF HUGO MEMORANDUM Hugo has been on the lower end of contributing communities within their service area. Since Hugo may be the only community served by more than one organization, our situation should be understandable. In any event, it is time to evaluate the city’s commitment to these programs and determine the proper contribution level to both NYFS and LC4YF In addition to the funding level, it is important to remember that Hugo’s initial purpose for contributing to these organizations was to support youth diversion programming. As time has progressed, the importance of mental health services has also come to the forefront. RECOMMENDATIONS: Staff recommends council listen to a presentation from NYFS President/CEO Tara Jebens-Singh and discuss: on-going support for youth diversion the growing need for mental health services an appropriate spending amount for such services. whether it wishes to nominate a City representative to the Board of Directors. If Council is comfortable with the level of services and contributions, then staff recommends approval of the attached contract subject to needed minor revisions. Staff has not initiated similar discussions yet with LC4YF. With Council direction, it might be appropriate to determine how the City should best partner with each organization. AGREEMENT 1. PARTIES This agreement is made and entered into by and between the City of Hugo Minnesota (“Municipality”) and Northeast Youth and Family Services (“NYFS”). 2. RECITALS a. NYFS is a non-profit social service agency whose mission is to meet the unmet developmental needs of at-risk youth and families within their community environment with emphasis on providing services through collaboration and coordination with existing community resources. These services are available to youth and families residing in the northern suburbs of Ramsey County, including, but not limited to, the municipalities which are signatory to agreements which are identical to this Agreement (“participating municipalities”) and students and families from Independent School Districts 621, 622, 623, 624, 282 and 832. b. Through this Agreement the Municipality intends to contract with NYFS to provide such services to its residents and to act as a sponsor of NYFS by providing financial support, a method to establish appropriate services to be provided and policy guidance for its activities. c. This Agreement shall be used as the formal agreement between NYFS and each of the participating municipalities. This Agreement is intended to continue the spirit of cooperation and collaboration in the provision of social services between the Municipality and NYFS. 3. TERMS AND CONDITIONS In consideration of the mutual understandings of this Agreement, the parties hereby agree as follows: a. Prior Agreements Cancelled. By execution of this Agreement any prior agreements and amendments thereto between the parties are hereby cancelled. b. Services Provided. NYFS shall provide the Municipality and its residents with youth and family programs set forth in the Addendum attached hereto. c. Principles of Service and Program Establishment and Operations. On a yearly basis and prior to submission of its annual budget, as provided for hereafter, NYFS shall: i. Report regarding proposed changes in services and programs to the Municipality; and ii. Establish a fair and open bidding/request for proposal (RFP) process to contract, manage or provide such services and programs, which are not directly provided by NYFS staff. d. Funding i. In addition to the participating municipalities’ share of the annual budget, funds for the operation of NYFS will be raised by NYFS endeavoring to secure user fees, grants and appropriations from private organizations, the State of Minnesota, Federal and County agencies, and other legal and appropriate sources. ii. The Municipality shall pay annually to NYFS the base amount listed in Exhibit A. This base amount will be adjusted annually for inflation/deflation based on the Standard Metropolitan Statistical Area Consumer Price Index for All Urban Consumers (CPI-U) and municipal population estimates based on MN State Demographic Center. Any adjustment in the payment beyond those indicated by reference to the CPI-U shall require approval of each of the participating municipalities. iii. Any new municipality joining into this agreement will pay a base amount annually to NYFS that is on par with the amount paid by current participating municipalities. iv. Amounts payable by the Municipality shall be paid to NYFS on or before January 30th of each year, or at a date mutually agreed upon by both parties, to cover the Municipality’s share for that year. e. Board Representation. The Municipality shall have the right to NYFS Board Representation of City Council, staff or community members (as designated by the Municipality and approved by NYFS Board) on the Board of Directors as either a Board Member or Board Advisor. f. Further Obligations of NYFS. In addition to the obligations set forth elsewhere in this Agreement, this Agreement is further contingent upon NYFS doing the follows: i. The Bylaws of NYFS shall be amended to add provisions requiring an open process for contracting services as provided for in paragraph C.2., above, and prohibiting NYFS from supporting or opposing individual candidates for election to public office in any of the participating municipalities; and adding the requirement that IRS 501.C3 status be maintained. ii. On or before June 30, of any year NYFS shall submit the proposed city budgeted amount for the subsequent year. iii. On or before November 30, of any year NYFS shall submit a written report to the Municipality including an Annual Report, the audited financial statement, and a program specific summary of services provided to the municipality; in addition, 30 days from the end of each calendar quarter, NYFS shall submit a written report to the participating municipality. iv. Periodically advising the Municipality of services available through NYFS to the Municipality’s residents; v. Establishing a sliding scale for services available through NYFS to the Municipality’s residents and periodically advising the Municipality of such fees; vi. Providing other reasonable information requested by the Municipality; vii. Purchasing a policy of liability insurance in the amount of at least $1,500,000.00, naming the Municipality as an additional insured and providing a copy of the insurance certificate evidencing such policy to the Municipality; viii. Provide the Municipality with a copy of its Articles of Incorporation, Bylaws, Amendments thereto, and the IRS tax exempt status letter; ix. NYFS shall defend and indemnify the Municipality from any and all claims or causes of actions brought against the Municipality of any matter arising out of this Agreement or the services provided pursuant to this Agreement; and, x. Without the written approval of the Municipality, NYFS will not enter into any agreement with any other municipality which differs from the terms and conditions of this Agreement. g. Term. The term of this agreement will be through December 31, 2021. Unless either party gives at least 6 months written notice of its intent to cancel this Agreement effective December 31 of the year in which the notice is made, NYFS will continue to provide services to the Municipality if a successor agreement has not been executed prior to the end of the term. h. (A) Distribution of Assets Upon Dissolution. If NYFS ceases to operate, the Board of Directors will do one of the following: i. Give the assets to one or more non-profit agencies providing similar social services in the northern suburbs of Ramsey County; or, ii. Form a new Foundation to fund appropriate social service programming in the northern suburbs of Ramsey County. The final Distribution of Assets Plan must be approved by the Ramsey County District Court. (B) Deviation from the Mission. If the City Council determines that NYFS has materially deviated from its mission (See II. Recitals, A.), the City Council may ask the NYFS Board of Directors to consider dissolving the agency and liquidating the assets. The Board will do one of the following: iii. Consider the request and by a majority vote deny it. iv. Consider the request and by a majority vote agree to modify the programs to be consistent with the mission. v. Consider the request and by a majority vote agree with the request and move to dissolve the agency and liquidate the assets. IN WITNESS WHEREOF, the parties have executed this Agreement on this date set forth below. MUNICIPALITY City of Hugo By: ______________________________ Elected Official Its: ______________________________ Clerk/Manager/Administrator Dated: ______________________________ NYFS Northeast Youth & Family Services By: _______________________________ President/CEO Its: _______________________________ Chair of the Board of Directors Dated: _______________________________ 12/2020 March 3, 2021 The City of Hugo / Hugo City Hall Attn: Rachel 14669 Fitzgerald Ave N. Hugo, MN 55038 RE: 5725 157th Street N Hugo, MN 55038 To Who It May Concern, Per your request, I would like to ask the city and the board to evaluate allowing Short-Term rentals in the City of Hugo. My family and I have owned this property since January 2002, where we have raised 2 children in this home and still use our home when traveling to visit family and friends. Property 5725 157th St N, Hugo, MN 55038 has been renting tenants since June 2018. Attached is the schedule that shows this property in favor of the amount of people that need a home, family size and used for many purposes such as Families in transit, Fire Protection, Funerals, Graduations, Relocation, Reunions and Weddings. There have been so many memories not even for our family but other families as well. In the past there have been some changes in the tenants that traveled throughout the United States to visit Minnesota to stay in our home. Our Management company, Evolve Vacation Rentals handle all Advertising, Booking, Communication and Requests. This company is very accommodating and take tenant booking very seriously. In the past, there has been a couple of complaints that has happened in my home. My neighbors are aware to keep a look out, if there is any behavior that needs to be reported. Any tenants that I report will not be able to rent through any vacation rental companies ever, including my home; such as Airbnb, HomeAway and VRBO. My family and I love our family home and use it for our personal use, friends and families as well; some families have moved or may have smaller homes and cannot congregate. Maintaining our home, we take pride in. On call we have a Cleaning company - Reliable Twin Cleaning Company, Maintenance – Average Joe’s Handyman Services LLC, Management Company - Evolve Vacation Rentals, Appliance Service Coverage - Centerpoint Energy, Josh Hieldberg Tree - Trim service (Local Hugo Company), Ground FX Landscape - Lawn & Maintenance (Local Hugo Company), Birch Snow Removal – Snow Removal (Local Hugo Company). I would like to ask the city and the board to evaluate, and allow a Short-Term rental in the City of Hugo. Please notice, there is more than one property in Hugo listed as a Short-Term Rental in Hugo, MN (Attached). J.3 Upon request, if you would like a report of how many tenants that we booked in the past or future bookings from 2018 - 2021 I can send the report to you. These tenants’ are also utilizing the local gas stations, grocery store (Festival Foods) and Restaurants to satisfy their family needs to not travel far. Please consider allowing Short Term Rentals based upon the demand and other homes listed in Hugo and Washington County. My husband and I would like to be involved in the process that the city and board takes with Short-Term rental ordinance. Thank you for your time and consideration. Clear and Chandra Dayland 5725 157th St N. Hugo, MN 55038 APPLICATION FOR APPOINTMENT TO WATERSHED DISTRICT Carnelian – Marine –St. Croix Watershed District INSTRUCTIONS: 1. Write the name of the Watershed District you are applying for in the space above. 2. All applicants will be interviewed by the County Board of Commissioners. 3. Review and Read the Notice of Rights Identified on the back of this form. (Please Print) NAME: Last First Middle ADDRESS: Street City State Zip TELEPHONE: Home Business FAX NO: E-MAIL ADDRESS: IF YOU RESIDE IN A TOWNSHIP, PLEASE LIST: ARE YOU ABLE TO ATTEND REGULARLY SCHEDULED MEETINGS HELD THE SECOND AND FOURTH WEDNESDAY OF EVERY MONTH AT 6:30 P.M?_____________________________________________________________ LIST EXPERIENCE, EDUCATION OR SKILLS THAT YOU HAVE THAT WOULD RELATE TO THE RESPONSIBILITIES OF A WATERSHED DISTRICT MANAGER: AVAILABILITY: WOULD YOU BE ABLE TO ATTEND REGULAR WATERSHED DISTRICT MEETINGS AND TAKE AN ACTIVE ROLE ON THE BOARD OF MANAGERS? ELIGIBILITY: DO YOU HOLD ANY ELECTED OFFICE, OR ANY APPOINTED POLICY-MAKING POSITION WITH THE COUNTY, STATE, OR FEDERAL GOVERNMENT? _____ IF SO, PLEASE DESCRIBE: ORGANIZATIONAL EXPERIENCE: PLEASE DESCRIBE ANY EXPERIENCE YOU HAVE IN SUPPORTING OR DIRECTING A COMMITTEE, ASSOCIATION, BOARD, COOPERATIVE, COMMISSION, CLUB, OR OTHER GROUP: NATURAL RESOURCES BACKGROUND: PLEASE DESCRIBE ANY INVOLVEMENT OR SPECIAL INTEREST YOU HAVE HAD IN WATER, SOIL, FISH AND WILDLIFE, RECREATION, OR OTHER NATURAL RESOURCES ISSUES. Watershed Districts Brown’s Creek Carnelian-Marine- St. Croix Comfort Lake-Forest Lake Ramsey-Washington Metro Rice Creek South Washington Valley Branch PLEASE DESCRIBE YOUR IDEAS ABOUT WHAT MANAGEMENT ACTIVITIES NEED TO BE CARRIED OUT WITHIN THE WATERSHED DISTRICT: WHY DO YOU WANT TO BE A WATERSHED DISTRICT MANAGER? HAVE YOU EVER RECEIVED A VIOLATION NOTICE FROM A WATERSHED DISTRICT FOR ANY ACTIONS YOU HAVE TAKEN ON YOUR PROPERTY? YES NO DO YOU OWN ANY COMMERCIAL/INDUSTRIAL OR DEVELOPABLE PROPERTY IN THIS WATERSHED DISTRICT? ARE YOU AWARE OF ANY CURRENT OR POTENTIAL CONFLICTS OF INTEREST THAT YOU WOULD EXPERIENCE IF YOU ARE APPOINTED AS A WATERSHED DISTRICT MANAGER? NOTICE OF RIGHTS Under the Minnesota Government Data Practices Act Washington County is required to inform you of your rights as they pertain to private data collected from you. Private data is available to you, Washington County Administration, the department to which you are applying, and other entities as authorized by law, but not to the public without court order or your written consent. The purpose of the collected data is to determine your eligibility to participate on a commission or advisory board. Furnishing the requested data is voluntary, although refusal to supply the data may make you ineligible for an appointment. Names and home addresses of applicants for appointment to and members of an advisory board or commission are public, as are rank on eligibility list, job history, education, training and work availability. Once you are appointed, the data about you that is public is listed in Minn. Stat. 13.43, subd. 2. All other data about you as an applicant or board or commission member is private. RETURN THIS APPLICATION TO: WASHINGTON COUNTY Office of Administration Government Center 14949 62nd Street North P.O. Box 6 Stillwater, MN 55082-0006 (651) 430-6015 If you need assistance due to disability or language barrier please call 430-6000 (TDD 439-3220) AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER Government Center • 14949 62nd Street North • P. O. Box 6 • Stillwater, MN 55082-0006 Telephone: 651-430-6001 • Fax: 651-430-6017 • TTY: 651-430-6246 www.co.washington.mn.us Washington County is an equal opportunity organization and employer Office of Administration Kevin J Corbid, County Administrator Jan Lucke, Deputy Administrator Jennifer Wagenius, Deputy Administrator TO: Municipalities located within the Carnelian-Marine-St. Croix Watershed District The term of office for Wade Johnson, with the Carnelian-Marine-St. Croix Watershed District, expires on June 21, 2021. Minnesota Statute 103D.311 provides that the County Board will select watershed district managers from a list of nominees submitted by the municipalities that are wholly or partially within the watershed district. The lists submitted, either together or separately, by the municipalities will be provided to the county board. If the list submitted to the county board contains at least 3 names, the county board must either choose a nominee on the list, if it chooses a person who resides in any of the municipalities that provided a list, or choose a person that resides from a municipality that did not provide a list. The statute asks that lists be submitted to the county at least 60 days prior to the expiration of the term of office of a manager. The county board shall make its appointment 30 days prior to the term expiration. The statute directs the county board to appoint managers to fairly represent the various hydrologic areas within the watershed district by residence of the manager appointed. If you wish to submit a list of nominees for consideration or wish the incumbent to be considered for reappointment, your joint or separate list should be sent to me prior to April 22, 2021. The county's advisory board application form is attached. Please duplicate it as necessary. Thank you for your assistance in filling this important watershed position. Sincerely, Alyssa Soderlund Administrative Assistant 14949 62nd Street North Stillwater, MN 55082 Cc: County Board of Commissioners Kevin Corbid, County Administrator Stephanie Souter, Public Health Program Supervisor, Public Health & Environment Maureen Hoffman, Planner II, Public Health & Environment, Government Center • 14949 62nd Street North • P. O. Box 6 • Stillwater, MN 55082-0006 Telephone: 651-430-6001 • Fax: 651-430-6017 • TTY: 651-430-6246 www.co.washington.mn.us Washington County is an equal opportunity organization and employer Office of Administration Kevin J Corbid, County Administrator Jan Lucke, Deputy Administrator Jennifer Wagenius, Deputy Administrator TO: Municipalities located within the Carnelian-Marine-St. Croix Watershed District The term of office for Eric Lindberg, with the Carnelian-Marine-St. Croix Watershed District, expired on June 21, 2020. Minnesota Statute 103D.311 provides that the County Board will select watershed district managers from a list of nominees submitted by the municipalities that are wholly or partially within the watershed district. The lists submitted, either together or separately, by the municipalities will be provided to the county board. If the list submitted to the county board contains at least 3 names, the county board must either choose a nominee on the list, if it chooses a person who resides in any of the municipalities that provided a list, or choose a person that resides from a municipality that did not provide a list. The statute asks that lists be submitted to the county at least 60 days prior to the expiration of the term of office of a manager. The county board shall make its appointment 30 days prior to the term expiration. The statute directs the county board to appoint managers to fairly represent the various hydrologic areas within the watershed district by residence of the manager appointed. If you wish to submit a list of nominees for consideration or wish the incumbent to be considered for reappointment, your joint or separate list should be sent to me prior to April 22, 2021. The county's advisory board application form is attached. Please duplicate it as necessary. Thank you for your assistance in filling this important watershed position. Sincerely, Alyssa Soderlund Administrative Assistant 14949 62nd Street North Stillwater, MN 55082 Cc: County Board of Commissioners Kevin Corbid, County Administrator Stephanie Souter, Public Health Program Supervisor, Public Health & Environment Maureen Hoffman, Planner II, Public Health & Environment, Government Center • 14949 62nd Street North • P. O. Box 6 • Stillwater, MN 55082-0006 Telephone: 651-430-6001 • Fax: 651-430-6017 • TTY: 651-430-6246 www.co.washington.mn.us Washington County is an equal opportunity organization and employer Office of Administration Kevin J Corbid, County Administrator Jan Lucke, Deputy Administrator Jennifer Wagenius, Deputy Administrator TO: Municipalities located within the Carnelian-Marine-St. Croix Watershed District The term of office for Paul Richert, with the Carnelian-Marine-St. Croix Watershed District, expires on June 21, 2021. Minnesota Statute 103D.311 provides that the County Board will select watershed district managers from a list of nominees submitted by the municipalities that are wholly or partially within the watershed district. The lists submitted, either together or separately, by the municipalities will be provided to the county board. If the list submitted to the county board contains at least 3 names, the county board must either choose a nominee on the list, if it chooses a person who resides in any of the municipalities that provided a list, or choose a person that resides from a municipality that did not provide a list. The statute asks that lists be submitted to the county at least 60 days prior to the expiration of the term of office of a manager. The county board shall make its appointment 30 days prior to the term expiration. The statute directs the county board to appoint managers to fairly represent the various hydrologic areas within the watershed district by residence of the manager appointed. If you wish to submit a list of nominees for consideration or wish the incumbent to be considered for reappointment, your joint or separate list should be sent to me prior to April 22, 2021. The county's advisory board application form is attached. Please duplicate it as necessary. Thank you for your assistance in filling this important watershed position. Sincerely, Alyssa Soderlund Administrative Assistant 14949 62nd Street North Stillwater, MN 55082 Cc: County Board of Commissioners Kevin Corbid, County Administrator Stephanie Souter, Public Health Program Supervisor, Public Health & Environment Maureen Hoffman, Planner II, Public Health & Environment, Government Center • 14949 62nd Street North • P. O. Box 6 • Stillwater, MN 55082-0006 Telephone: 651-430-6001 • Fax: 651-430-6017 • TTY: 651-430-6246 www.co.washington.mn.us Washington County is an equal opportunity organization and employer Office of Administration Kevin J Corbid, County Administrator Jan Lucke, Deputy Administrator Jennifer Wagenius, Deputy Administrator TO: Municipalities located within the Carnelian-Marine-St. Croix Watershed District The term of office for Andrew Weaver, with the Carnelian-Marine-St. Croix Watershed District, expires on June 21, 2021. Minnesota Statute 103D.311 provides that the County Board will select watershed district managers from a list of nominees submitted by the municipalities that are wholly or partially within the watershed district. The lists submitted, either together or separately, by the municipalities will be provided to the county board. If the list submitted to the county board contains at least 3 names, the county board must either choose a nominee on the list, if it chooses a person who resides in any of the municipalities that provided a list, or choose a person that resides from a municipality that did not provide a list. The statute asks that lists be submitted to the county at least 60 days prior to the expiration of the term of office of a manager. The county board shall make its appointment 30 days prior to the term expiration. The statute directs the county board to appoint managers to fairly represent the various hydrologic areas within the watershed district by residence of the manager appointed. If you wish to submit a list of nominees for consideration or wish the incumbent to be considered for reappointment, your joint or separate list should be sent to me prior to April 22, 2021. The county's advisory board application form is attached. Please duplicate it as necessary. Thank you for your assistance in filling this important watershed position. Sincerely, Alyssa Soderlund Administrative Assistant 14949 62nd Street North Stillwater, MN 55082 Cc: County Board of Commissioners Kevin Corbid, County Administrator Stephanie Souter, Public Health Program Supervisor, Public Health & Environment Maureen Hoffman, Planner II, Public Health & Environment, 13/31/2021 2:11 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)7:00pm Lions Park Workshop8:00am 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 TUESDAYWEDNESDAY THURSDAY FRIDAY SATURDAY 23/31/2021 2:11 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