Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2021.10.04 CC Packet
Meetings of the City Council are held in the Council Chambers. For those wishing to speak but do not wish to attend can participate in the meeting virtually via ZOOM. The meeting ID and passcode are below. Contact City Clerk Michele Lindau at 651-762-6315 with questions. Meeting ID: 838 5484 2703 Passcode: 850266 A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. September 20, 2021 City Council Meeting E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Yellow Ribbon Update – YRN Chair Chuck Haas G. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion and a roll call vote. If a member of the City Council or the public wishes to discuss an item, that item will be removed from the Consent Agenda and will be considered separately. 1. Approval of Claims 2. Approve Annual Performance Review for Public Works Worker Adam Greeder 3. Approve Proclamation Proclaiming October as Toastmasters Month 4. Approve Pay Request No. 12 to Ebert Construction for New Public Works Facility 5. Approve Pay Request No. 4 to Ebert Construction for Public Works Salt and Material Storage Building 6. Approve Resolutions for Lakeview Dental Site Plan and Variance 7. Approve Interim Use Permit for Farmhand Living Quarters at 15250 Homestead Ave N. 8. Approve Conditional Use Permit for a Shared Driveway for Properties Located South of 140th Street N. and West of Keystone Avenue N. H. AWARD OF BID Agenda HUGO CITY COUNCIL MEETING MONDAY, OCTOBER 4, 2021 – 7 P.M. 1. None Scheduled I. PUBLIC HEARING 1. Downtown Improvement Project Assessment Hearing J. UNFINISHED BUSINESS 1. None Scheduled K. NEW BUSINESS 1. None Scheduled L. VISITOR PRESENTATIONS 1. None Scheduled M. COUNCIL PRESENTATIONS 1. None Scheduled N. ADMINISTRATIVE PRESENTATIONS 1. Citywide Bus Tour Saturday, October 9, 2021 O. ADJOURNMENT BACKGROUND MEMO FOR THE HUGO CITY COUNCIL MEETING MONDAY, OCTOBER 4, 2021 D. 1 Minutes for the September 20, 2021 2020 City Council Meeting Staff recommends Council approve the above meeting minutes as presented. F.1 Yellow Ribbon Update – YRN Chair Chuck Haas Hugo Yellow Ribbon Chair Chuck Haas will provide the Council with an update of recent activities. G.1 Approve Claims Roster Staff recommends Council approve the Claims Roster as presented. G.2 Approve Annual Performance Review for Public Works Worker Adam Greeder In 2007, Adam Greeder was hired by the City of Hugo as one of its summer seasonal maintenance workers in the Hugo Public Works Department. On October 6, 2008, Adam became part of the department as a full-time employee as an apprentice for the Public Works Maintenance Worker. Public Works Director Scott Anderson recommends Council approve the annual performance review for Public Works Worker Adam Greeder. G.3 Approve Proclamation Proclaiming October as Toastmasters Month The City of Hugo has been contacted by a member of a Toastmasters group in White Bear Lake requesting the City of Hugo proclaim the month of October as Toastmasters month. Staff recommends Council approve the proclamation proclaiming October as Toastmasters Month. G.4 Approve Pay Request No. 12 to Ebert Construction for Public Works Facility Project Ebert Construction has submitted pay request No. 12 for payment for the City of Hugo Public Works Facility project in the amount of $574,378.02. 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 September, 2021, with a 5% retainage applied. Total retainage being held for the project to date is $306,391.43. Staff recommends Council approve payment request No. 12 in the amount of $574,378.02 to Ebert Construction. G.5 Approve Pay Request No. 4 to Ebert Construction for Public Works Salt and Material Storage Building Ebert Construction has submitted pay request No. 4 for payment for the City of Hugo Public Works Salt and Materials Storage project in the amount of $42,897.34. 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 September, 2021, with a 5% retainage applied. Total retainage being held for the project to date is $25,616.03. Staff recommends the City Council approve payment request No. 4 in the amount of $42,897.34 to Ebert Construction. G.6 Approve Resolutions for Lakeview Dental Site Plan and Variance At its September 23, 2021 meeting, the Hugo Planning Commission held a public hearing and considered the request for Lakeview Family Dentistry located at 14475 Forest Boulevard North. Lakeview Family Dentistry is requesting site plan approval for an approximately 4,400 square foot addition to be constructed on to the existing building on site. A variance is requested from the maximum imperious surface coverage to allow an impervious surface coverage of 50.6%, where a maximum of 25% is required. A variance is also requested to allow the proposed addition to be setback 61.4 feet from the OHW level of Egg Lake, where 100 feet is required by City ordinance. There was no one who spoke at the public hearing. Staff recommended approval of the site plan and variance requests. The Planning Commission agreed that the applications meet the requirements necessary for approval and unanimously recommended approval of the site plan and variance requests to the City Council. G.7Approve Interim Use Permit for Farmhand Living Quarters at 15250 Homestead Ave N. Fran and Mary Ann Miron are requesting approval of an interim use permit (IUP) for farmhand living quarters to be allowed on the property. On properties 20 acres or more in size, located in the future urban service, rural residential, agricultural, and long term agricultural districts a second dwelling shall be allowed for living quarters for a farmhand. The property is approximately 38 acres in size and is being used for a dairy farm operation. At its September 23, 2021, meeting the Planning Commission held a public hearing and considered the request. The Planning Commission unanimously recommended approval of the IUP for farmhand living quarters to the City Council. G.8 Approve Conditional Use Permit for a Shared Driveway for Properties Located South of 140th Street N. and West of Keystone Avenue N. David Lutz and James and Sharon Lutz have requested approval of a Conditional Use Permit (CUP) for a shared driveway between two parcels. The driveway has been in place for several years and the applicant is requesting formal approval with the CUP. At its September 23, 2021, meeting the Planning Commission held a public hearing and considered the request. The Planning Commission agreed the application met the requirements necessary to approve the CUP. The Planning Commission unanimously recommended approval of the CUP for the shared driveway to the City Council. I.1 Downtown Improvement Project Assessment Hearing On June 21, 2021, City Council awarded the contract for the 2021 Downtown Improvement Project to Peterson Companies Inc. At the September 6, 2021 regular Council meeting, the Council adopted a resolution declaring costs to be assessed for the 2021 Downtown Improvement Project and scheduled the assessment hearing on the proposed assessments for October 4, 2021. The Notice of Assessment Hearing has been published in the official newspaper and mailed to the owners of each parcel described in the assessment roll at least two weeks prior to the hearing. As part of the assessment hearing, staff will give a PowerPoint presentation identifying the improvements, costs and detail payment options. Staff recommends the Mayor open the public hearing to take all comments and approve the resolution adopting assessments for the 2021 Downtown Improvement Project in accordance with the requirement of state statutes Chapter 429 for assessments to benefitting properties N.1 Citywide Bus Tour Saturday, October 9, 2021 The Council has scheduled the Citywide Bus Tour for Saturday, October 9, 2021. The tour will begin with a quick tour of the Hugo Fire Hall between 9:30-9:45 a.m. Boarding of the bus will take place at 9:45 a.m. for a 10 a.m. departure. O. Adjournment Call to Order Mayor Weidt called the meeting to order at 7:00 p.m. COUNCIL PRESENT: Klein, Miron, Petryk, Strub, Weidt OTHERS PRESENT: City Administrator Bryan Bear, City Attorney Dave Snyder, City Engineer Mark Erichson, Community Development Director Rachel Juba, City Clerk Michele Lindau Approval of Minutes for the August 3, 2021, National Night Out Klein made motion, Petryk seconded, to approve the minutes for National Night Out held on August 2, 2021, as presented. All Ayes. Motion carried. Approval of Minutes for the August 28, 2021, Kevin Colvard Retirement Celebration Klein made motion, Strub seconded, to approve the minutes for the Retirement Celebration for Kevin Colvard held on August 28, 2021, as presented. All Ayes. Motion carried. Approval of Minutes for the September 7, 2021, City Council Meeting Miron made motion, Klein seconded, to approve the minutes for the City Council meeting held on September 7, 2021, as presented. All Ayes. Motion carried. Approval of Minutes for the September 14, 2021, HBA Breakfast Miron made motion, Strub seconded, to approve the minutes for the Hugo Business Association Business Breakfast held on September 14, 2021, as presented All Ayes. Motion carried. Approval of Agenda Weidt made motion, Miron seconded, to approve the agenda as presented. All Ayes. Motion carried. Minutes HUGO CITY COUNCIL MEETING HUGO CITY HALL MONDAY, SEPTEMBER 20, 2021 – 7 P.M. Hugo City Council Meeting Minutes for September 20, 2021 Page 2 of 5 Recognition of Hugo Firefighter Brian Esch as Good Samaritan Wyoming, MN, resident Dan Witte requested to be on the agenda to present Hugo Firefighter Brian Esch with a plaque that had the Firefighters prayer inscribed on it. Witte talked about how he was stranded on the side of the road and Hugo Firefighter Brian Esch stopped to assist him. He praised the leadership of the City Council and Fire Department. Approval of Consent Agenda Petryk made motion, Klein seconded, to approve the following Consent Agenda: 1. Approve Claims Roster 2. Approve Annual Performance Review for City Clerk Michele Lindau 3. Approve Annual Performance Review for Public Works Worker Paul Christianson 4. Approve Annual Performance Review for Amber Lozier as Finance and Public Works Administrative Assistant 5. Approve Resolution Approving Preliminary Tax Levy for 2022 6. Approve the Donation to the Hugo Fire Department from the Hugo American Legion 7. Approve Encroachment Agreement for Fence at 6175 135th Street North 8. Approve Payment Voucher No. 2 for the 2021 Downtown Improvement/Lions Park Project 9. Approve Reduction in Cash Escrow for Hugo Gardens 10. Approve Short Term Rental Ordinance 11. Approve Adequate Public Facilities Ordinance 12. Approve Authorization for Parks Commission to Evaluate the Park Dedication Fee All Ayes. Motion carried. Approve Claims Roster Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Annual Performance Review for City Clerk Michele Lindau Michele Lindau was hired as the new City Clerk in the City of Hugo on January 1, 2008. Michele was originally hired by the City of Hugo as a part time employee in 1997 and a full time employee beginning May 1, 1999. Adoption of the Consent Agenda approved annual performance review for City Clerk Michele Lindau. Hugo City Council Meeting Minutes for September 20, 2021 Page 3 of 5 Approve Annual Performance Review for Public Works Worker Paul Christianson Paul Christianson was hired as a Public Works Worker on September 27, 2004. Adoption of the Consent Agenda approved the annual performance review for Public Works Worker Paul Christianson. Approve Annual Performance Review for Finance and Public Works Administrative Assistant Amber Lozier Amber Lozier was hired as the Finance and Public Works Administrative Assistant on October 8, 2018. Amber Lozier had worked for the City as a temporary scanning technician since February, 2015. Adoption of the Consent Agenda approved the Annual Performance Review for Amber Lozier. Approve Resolution Approving Preliminary Tax Levy for 2022 At its August 19, 2021, Midyear Budget Workshop, the City Council listened to a presentation from Interim Finance Director Anna Wobse highlighting revenues and expenditures to-date as well as projections for the 2022 fiscal year. It was the consensus of the Council that the 2022 preliminary tax levy provide for no increase in the urban tax rate. The total proposed 2022 property tax levy of $9,590,175 would keep the urban tax rate at 39.294% of tax capacity. Staff believed this levy was sufficient to fund the operating and capital budgets in 2022 and meet the objectives of the City Council. Adoption of the Consent Agenda approved RESOLUTION 2021- 62 APPROVING PRELIMINARY TAX LEVY PAYABLE IN 2022. Approve the Donation to the Hugo Fire Department from the Hugo American Legion The Hugo American Legion donated $2,000 to the Hugo Fire Department for equipment and training. Donations to the Fire Department must be approved by the City Council. Adoption of the Consent Agenda approved the $2,000 donation from the Hugo Legion to the Fire Department. Approve Encroachment Agreement for Fence at 6175 135th Street North Mayleigh and Otho Farrow had requested an encroachment agreement to allow construction of a fence within a drainage and utility easement on property located at 6175 135th Street North. Adoption of the Consent Agenda approved REOLUTION 2021-63 APPROVING AN ENCROACHMENT AGREEMENT FOR MAYLEIGH AND OTHO FARROW TO ALLOW CONSTRUCTION OF A FENCE WITHIN A DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT 6175 135TH STREET NORTH. Approve Payment Voucher No. 2 for the 2021 Downtown Improvement/Lions Park Project Peterson Companies, Inc. had submitted Pay Voucher No. 2 in the amount of $581,383.57 for work certified through August 31, 2021, on the 2021 Downtown Improvement/Lions Park Project. Storm sewer work along 147th Street and Flay Avenue was completed and concrete curb and gutter had been installed along portions of 147th Street and Flay Avenue. Adoption of Hugo City Council Meeting Minutes for September 20, 2021 Page 4 of 5 the Consent Agenda approved payment to Peterson Companies, Inc. in the amount of $581,383.57. Approve Reduction in Cash Escrow for Hugo Gardens The Hugo Gardens Project had grading and utility work completed to date, and the Hugo Garden Apartments, LLC., had requested a reduction in the cash escrow. The current amount of cash escrow for the Hugo Gardens Project was in the amount of $1,379,797.75. Staff had inspected the work completed to date and recommended approval. Adoption of the Consent Agenda approved the reduction in cash escrow to $1,338,696.47 based on the value of work remaining to be completed. Approve Short Term Rental Ordinance Staff had received complaints on a short term rental facility that was advertised on the website Vacation Rentals by Owner (VRBO). Staff had recommended to the City Council that an ordinance be created to clarify whether short term rentals were allowed in the City. The City Council, after the ordinance review committee met, had directed staff to draft an ordinance prohibiting short term rentals in the City. At its September 9, 2021, meeting, the Planning Commission held a public hearing on the ordinance prohibiting short term rentals, and no one spoke. The Planning Commission unanimously recommended approval of the ordinance prohibiting short term rentals in the City. Adoption of the Consent Agenda approved ORDINANCE 2021-507 AN ORDINANCE AMENDING CHAPTER 90, ARTICLE I IN GENERAL, SECTION 90-1 DEFINITIONS AND AMENDING CHAPTER 90, ARTICLE VI REQUIREMENTS FOR SPECIFIC USES AND PERFORMANCE STANDARDS, DIVISION I GENERALLY, TO ADD SECTION 90-264 SHORT TERM RENTALS – PROHIBITED. Approve Adequate Public Facilities Ordinance At its August 16, 2021, meeting, the City Council authorized staff to revise several ordinances because of inconsistencies and clarifications. One of them was the Adequate Public Facilities ordinance. The Adequate Public Facilities ordinance outlined the public improvement requirements for developments such as road construction, sewer and water, and stormwater management. Staff identified that the ordinance needed minor revisions to clarify what development applications it applied to such as subdivisions and property line adjustment. At its September 9, 2021, meeting, the Planning Commission held a public hearing and considered the ordinance. There was no one that spoke during the public hearing and Planning Commission unanimously recommended to the City Council. Adoption of the Consent Agenda approved ORDINANCE 2021-508 AN ORDINANCE REPLACING CHAPTER 90, ARTICLE VII, LAND DIVISION AND PLATTING, SECTION 90-329 ADEQUATE PUBLIC FACILITIES. Approve Authorization for Parks Commission to Evaluate the Park Dedication Fee At their meeting of September 15, 2021, the Parks, Recreation and Open Space Commission reviewed the Park Dedication Policy and did not recommended any changes to the policy. The policy continued to be useful and was in keeping with Minnesota State Statute 462.358. The park dedication fee was evaluated in 2010 and 2015 and had remained $2,400 per residential unit. Per state statute, the fee must be based on the fair market value of the property being Hugo City Council Meeting Minutes for September 20, 2021 Page 5 of 5 developed and have a nexus to the demand for parks created. The Parks Commission had requested Council authorization to evaluate the park dedication fee. Adoption of the Consent Agenda approved the request for the Parks Commission to evaluate the park dedication fee. Receive Bids and Award Contract for 121st St. and Acres of Bald Eagle Improvement Project Bids were received for the 121st Street and Acres of Bald Eagle Improvement project on Wednesday, August 19, 2021, and were opened and read aloud. City Engineer Mark Erichson explained the project included streets, utilities, and site grading. Eight bids were received and checked for mathematical accuracy. The low bid was submitted by A-1 Excavating, Inc. from Bloomer, Wisconsin in the amount of $1,005,924. This was less than the engineer’s estimate of $1,073,526. The Acres of Bald Eagle developer’s share was $900,098. Per the development agreement, the City had received this amount. The balance of the project cost would be assessed. The assessment results were in line with what was presented in the feasibility study. While the City would manage this project, the City was not a participant in the cost. Strub made motion, Petryk seconded, to approve the award of bid to A-1 Excavating, Inc., in the amount of $1,005,924. All Ayes. Motion carried. Citywide Cleanup Day on Saturday, October 2, 2021 City Administrator Bryan Bear reminded Council the City would hold their annual Fall Citywide Cleanup Day on Saturday, October 2, 2021, from 8 a.m. - noon at the Hugo Public Works Building. Hugo Fire Department Open House on Saturday, October 2, 2021 City Administrator Bryan Bear reminded Council they had scheduled a meeting to attend the Hugo Fire Department Open House on Saturday, October 2, 2021, from 11 a.m. – 3 p.m. Adjournment Miron made motion, Klein seconded, to adjourn at 7:22 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau, City Clerk City of Hugo Claims October 4, 2021 G. 1 Vendor Invoice Amount Description Department AEM Financial Solutions LLC 447666 7,930.78$ Accounting Assistance Finance Dept All Seasons Rental 1-78288 136.89$ Ready Mix Concrete - Clearwater Cove Bench Pads Special Parks Fund All Seasons Rental 1-78288 102.37$ Mixing Trailer Rental - Clearwater Cove Bench Pads Special Parks Fund Allstream 17721517 103.53$ Fax Lines Administration Aquacide Company 691482 374.00$ Raingarden Supplies Gen Gov't Bldgs Baker Tilly US LLP BT1900728 13,650.00$ Executive Search Services Finance Dept CAP Carpet & Flooring LLC 59659 6,967.50$ Carpet & Installation - FH (Final) Fire Dept CC Stitcheri 9/24/2021 408.00$ Safety Gear Public Works Cintas Corporation 5078131989 150.62$ First Aid Supplies Gen Gov't Bldgs Cintas Corporation 5078131989 168.50$ First Aid Supplies Public Works Clean River Recycling Solutions IN21090040 39,771.00$ Mixed Recyclables & Waste Bins - Parks Parks Dept Clean River Recycling Solutions IN21090040 864.75$ Mixed Recyclables & Waste Bins - Oneka Room Gen Gov't Bldgs Clean River Recycling Solutions IN21090040 864.75$ Mixed Recyclables & Waste Bins - Rice Lake Center Gen Gov't Bldgs Clean River Recycling Solutions IN21090040 864.75$ Mixed Recyclables & Waste Bins - Hanifl Shelter Parks Dept Clean River Recycling Solutions IN21090040 864.75$ Mixed Recyclables & Waste Bins - Lions Park Pavilion Parks Dept Comcast 9/5/2021 2.25$ Business Internet (thru October 14) Fire Dept Comcast 9/12/2021 25.17$ Business Cable (thru October 21) Administration Core & Main LP P558156 2,400.00$ Sensus Annual Support Contract Water & Sewer Custom Cap & Tire LLC 270040812 526.44$ Tires - Unit #114 Street Dept De Lage Landen Financial Services Inc 73724460 326.94$ September Copier Lease Payment Administration Dresel Contracting Inc 13948 48,005.64$ 180th Street Graveling Project Street Dept Emergency Automotive Technologies Inc MS081821-72 567.25$ Light Bars Public Works Emergency Automotive Technologies Inc MS081821-72 280.50$ Light Bar - Unit #327-21 Street Dept Fire Safety USA Inc 151222 224.90$ Roof Hooks Fire Dept Forest Lake Napa August 1,622.55$ Auto Parts and Shop Supplies Various Hanco Corporation 592758 230.48$ Shop Supplies Public Works Hanco Corporation 592759 398.18$ Shop Supplies Public Works HCM Architects 2066-10 6,640.00$ Lions Park Architect Services Special Parks Fund Hiperline 1183 39,270.60$ Catch Basin & Manhole Lining System Stormwater Fund Hugo Equipment Company 167915 219.48$ Waterous Pump Repairs Fire Dept Hugo Equipment Company 171026 479.98$ Parts - Unit #309 Parks Dept Hugo Equipment Company 171026 32.99$ Trimmer Line Parks Dept Hugo Feed Mill 113008 107.38$ Herbicide - CSAH 8 Street Dept Hugo Feed Mill 60760 0.79$ Switch Plate - Hanifl Shelter Parks Dept InnoGraphics Design Group 3751 580.00$ Fall Newsletter Design Misc Unallocated Innovative Office Solutions LLC IN3472930 46.69$ Appointment Books & Pens Public Works Innovative Office Solutions LLC IN3475624 11.52$ Clipboards Public Works Instrumental Research Inc 3594 100.00$ Water Bacteria Testing Water Utility Jimmy's Johnnys Inc 190886 127.00$ Portable Toilet Rental - Oakshore Park Parks Dept Jimmy's Johnnys Inc 190887 127.00$ Portable Toilet Rental - Oneka Lake Park Parks Dept Jimmy's Johnnys Inc 190888 127.00$ Portable Toilet Rental - Beaver Ponds Park Parks Dept Jimmy's Johnnys Inc 190889 127.00$ Portable Toilet Rental - Diamond Point Park Parks Dept Jimmy's Johnnys Inc 190890 127.00$ Portable Toilet Rental - Frog Hollow Park Parks Dept Jimmy's Johnnys Inc 190891 508.00$ Portable Toilet Rental - Hanifl Park Parks Dept Jimmy's Johnnys Inc 190892 127.00$ Portable Toilet Rental - Valjean Park Parks Dept Jimmy's Johnnys Inc 190893 127.00$ Portable Toilet Rental - Arbre Park Parks Dept Jimmy's Johnnys Inc 190894 127.00$ Portable Toilet Rental - Heritage Ponds Park Parks Dept Jimmy's Johnnys Inc 190895 127.00$ Portable Toilet Rental - McCollar Park Parks Dept KLM Engineering Inc 8508 3,000.00$ Water Tower No. 3 Tank Cleaning Water Utility Kodiak Power Systems KPS0801 9,494.00$ Repairs - Unit #303 Water & Sewer Lawson Products 9308750133 219.01$ Bulk Hardware Supplies Public Works Lawson Products 9308813477 995.29$ Bulk Hardware Supplies Public Works Lawson Products 9308818661 82.09$ Bulk Hardware Supplies Public Works Lawson Products 9308823764 97.15$ Bulk Hardware Supplies Public Works League of Minnesota Cities 348336 14,673.00$ Annual Membership Dues Dues & Subscriptions Menards 69947 103.92$ Trash Bags Parks Dept Menards 70353 55.58$ Grass Seed - Clearwater Cove Benches Special Parks Fund Menards 70573 27.96$ Fire Department Supplies Fire Dept Menards 70573 11.38$ Zinsser Primer & Gap Filler Fire Dept Menards 70736 78.95$ Pest Control Supplies Parks Dept Menards 70736 31.93$ Shop Tools Public Works Menards 71196 94.15$ Fire Department Supplies Fire Dept Metering & Technology Solutions 20414 2,169.91$ Water Meters Water Utility Minnesota Department of Health 12480 23.00$ Water Operator Renewal - Adam Greeder Water Utility Minnesota Mayors Association Dues 30.00$ Annual Membership Dues Mayor & Council Minnesota State Fire Chiefs Association 2761 300.00$ 2021 Conference Registration - Robert Bieniek Fire Dept Minnesota Trucking Association 74586 210.85$ Vehicle Inspection Log Books Public Works MN Government Finance Officers Assoc 13930 70.00$ Membership Dues Finance Dept Moen, Craig CLAIM 104.17$ Historical Commission Supplies Historical Commission Page 1 City of Hugo Claims October 4, 2021 G. 1 Vendor Invoice Amount Description Department M-R Sign Co Inc 213832 1,083.45$ Speed Limit, Stop Ahead & Alignment Signs Street Dept NAC Mechanical Corp 187044 504.00$ HVAC Repairs - Well House No. 4 Water Utility NAC Mechanical Corp 188068 308.00$ HVAC Repairs - Well House No. 4 Water Utility NAC Mechanical Corp A3446-02 11,912.00$ Make-Up Air Unit - HFD Apparatus Bay (Final) Fire Dept Nesco LLC - Truck Utilities C006334 584.09$ Parts - Units #106-13 Water & Sewer Otter Lake Animal Care Center 217795 50.00$ Boarding & Rescue Fees Animal Control Preisler, Chuck CLAIM 1,068.36$ Mileage Building Inspections Press Publications 714075 84.70$ Planning Commission Public Hearing Notice Ordinances/Proceedings Press Publications 715562 290.40$ Public Hearing - Downtown Street Imps Assessments Ordinances/Proceedings Ricoh USA, Inc 105313356 46.15$ Overage Charges (Previous Lease) Public Works Ricoh USA, Inc 105370178 194.61$ October Copier Lease Payment Public Works Ricoh USA, Inc 5062738005 19.65$ Overage Charges (B & W) Public Works Ricoh USA, Inc 5062738005 109.85$ Overage Charges (Color) Public Works Schifsky (T.A.) & Sons Inc 67694 68.81$ Asphalt Street Dept Signature Lighting Inc 1271 1,031.78$ Underground Locating - CSAH 8 Reuse Project Stormwater Fund Smith, Schafer & Associates 1350 375.00$ Accounting Assistance Finance Dept St. Croix Recreation Fun Playgrounds Inc 20987 5,394.00$ Benches (3) - Beaver Ponds Special Parks Fund St. Croix Recreation Fun Playgrounds Inc 20987 4,399.60$ Tables (3) - Beaver Ponds Special Parks Fund St. Croix Recreation Fun Playgrounds Inc 20987 3,596.00$ Benches (2) - Clearwater Cove Special Parks Fund Stabner Electric LLC 2664 825.00$ Electrical Work - Restroom Fans (FH) Fire Dept Sun Life Financial October 1,024.16$ Disability Premium Finance Dept TASC IN2116856 250.00$ Compliance Administrative Fee Finance Dept T-Mobile 870254054 1,074.38$ Cellular Phone Charges Various T-Mobile 870254054 269.99$ Equipment Purchases Public Works Total Tool Supply Inc 1480151 289.96$ Saw Blades Public Works Town of May 9/15/2021 1,578.90$ Dust Control - Keystone Avenue (1/2) Street Dept Trade Press Inc 35791 584.00$ Hydrant Flushing Signs Water Utility Trade Press Inc 35859 195.00$ Cleanup Day Receipt Books Recycling UniFirst Corporation 090 0647380 108.98$ Uniform, Supplies & Floor Mat Services (PW) Public Works UniFirst Corporation 090 0648749 60.16$ Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 090 0648750 75.60$ Supplies & Floor Mat Services (FH) Fire Dept UniFirst Corporation 090 0648751 135.30$ Uniform, Supplies & Floor Mat Services (PW) Public Works UniFirst Corporation 090 0650141 135.30$ Uniform, Supplies & Floor Mat Services (PW) Public Works University of Minnesota Registration 280.00$ Building Seminar Registration - Scott Baller Building Inspections Xcel Energy 51-0013297123-1 26.78$ Public Works Natural Gas Service Public Works 246,879.22$ Total Claims for October 4, 2021 Page 2 CITY OF HUGO PROCLAMATION WHEREAS, Toastmasters International, the world’s leading organization devoted to communication, public speaking and leadership skills, provides a mutually- supportive and positive learning environment in which every member has the opportunity to develop their communication and leadership skills which, in turn, fosters self-confidence and personal growth; and WHEREAS, Toastmasters, founded October 1924, has over 300,000 members in 149 countries, with over 15,800 clubs worldwide; and WHEREAS, Toastmasters clubs are made up of 20-30 people who gather weekly to follow an agenda of prepared speeches, impromptu speeches and evaluations as members learn through practice, by listening to one another, and by studying educational manuals from Toastmasters International which offer guidelines for speeches, and the monthly Toastmaster magazine is an excellent source to gain everyday speaking tips – for both personal and professional use. WHEREAS, Toastmasters has helped over 4 million since 1924. NOW, THEREFORE, I, Tom Weidt, Mayor of the City of Hugo, in recognition of this important observance, do hereby proclaim October as: “TOASTMASTERS MONTH” in the City of Hugo and urge all citizens to join me in congratulating Toastmasters for the inspiring role they play in assisting individuals develop self-confidence and communication skills, which enhance all aspects of their lives. On this 4th day of October, 2021 _____________________________________ Tom Weidt, Mayor ATTEST: ___________________________________ Michele Lindau, City Clerk CITY OF HUGO CITY COUNCIL AGENDA REPORT TO: Bryan Bear, City Administrator FROM: Scott Anderson, Public Works Director SUBJECT: Construction Payment Request #4 Hugo Public Works Salt and Materials Storage Building Ebert Construction DATE: For the City Council Meeting of October 4, 2021 BACKGROUND Please find the enclosed application for payment for the City of Hugo Public Works Salt and Materials Storage Building project in the amount of $42,897.34. 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 September 2021 with a 5% retainage applied. The total retainage being held to date will be $25,616.03. DESIRED ACTION Staff recommends the City Council approve payment request #4 in the amount of $42,897.34 to Ebert Construction for the construction of the City of Hugo Public Works salt and materials storage building. CITY OF HUGO CITY COUNCIL AGENDA REPORT TO: Bryan Bear, City Administrator FROM: Scott Anderson, Public Works Director SUBJECT: Construction Payment Request #12 Hugo Public Works Facility Ebert Construction DATE: For the City Council Meeting of October 4, 2021 BACKGROUND Please find the enclosed application for payment for the City of Hugo Public Works Facility project in the amount of $574,378.02. 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 September 30, 2021, with a 5% retainage applied. Total retainage being held for the project to date is $306,391.43. DESIRED ACTION Staff recommends the City Council approve payment request #12 in the amount of $574,378.02 to Ebert Construction for the construction of the City of Hugo Public Works facility. Agenda Number: G.6 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Emily Weber, Community Development Assistant SUBJECT: Lakeview Family Dentistry, 14475 Forest Boulevard North – Request for site plan approval, a variance from the maximum impervious surface coverage requirement, and a variance from the building setback from the ordinary high water (OHW) level of Egg Lake. DATE: September 29, 2021 for the City Council Meeting of September 23, 2021. ZONING: Central Business District (C-1) LAND USE: Mixed Use (MIX) 60-DAY REVIEW DEADLINE: October 22, 2021 1. PLANNING COMMISSION UPDATE: At its September 23, 2021 meeting, the Hugo Planning Commission held a public hearing and considered the request for Lakeview Family Dentistry located at 14475 Forest Boulevard North. Staff recommended approval of the site plan and variance requests. The two variance requests are for a variance from the maximum impervious surface coverage requirement and from the building setback from the ordinary high water level of Egg Lake. There was no one who spoke at the public hearing. The Planning Commission agreed that the applications meet the requirements necessary for approval and unanimously recommended approval of the site plan and variance requests to the City Council. 2. DESCRIPTION OF REQUEST AND BACKGROUND: Lakeview Family Dentistry is requesting site plan approval for an approximately 4,400 square foot addition to be constructed on to the existing building on site. The existing building is 1,957 square feet and operates as a dental clinic. The site is adjacent to Egg Lake and falls within the Shoreland Overlay District. The applicant is also requesting two variances from the Shoreland Overlay District requirements. A variance is requested from the maximum imperious surface coverage to allow an impervious surface coverage of 50.6%, where a maximum of 25% is Lakeview Family Dentistry Site Plan and Variance Requests required. A variance is also requested to allow the proposed addition to be setback 61.4 feet from the OHW level of Egg Lake, where 100 feet is required by City ordinance. The site plan for the existing building was approved on April 6, 1992 and was originally built as a dental clinic. The owner has since changed but the use remains the same. The applicant is proposing to continue the same use on site. 3. CONTEXT: A. Surrounding Land Use and Zoning The property and all surrounding sites are zoned Central Business District and are guided as Mixed Use in the 2040 Land Use Plan. B. Existing Conditions The property is 0.85 acres and is adjacent to Egg Lake with wetlands located on the eastern portion of the site. There is an existing dental clinic on site that has access to Highway 61. 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 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. Variance from Maximum Impervious Surface Coverage The Shoreland Overlay District requires that no more than 25% of a lot within the district may be covered by impervious surface. The existing lot has an impervious surface coverage of 30.6% and the proposed site plan has an impervious surface coverage of 50.6%. The applicant is requesting a variance to allow an impervious surface coverage of 50.6%, where 25% 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. Lakeview Family Dentistry Site Plan and Variance Requests (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; The applicant is proposing to use the property in a reasonable manner that is consistent with the use of the existing building. It is reasonable to add on to an existing business. The property is subject to a maximum impervious surface coverage of 25% because it is within the Shoreland Overlay District. However, standard C-1 zoning allows up to 90% of the lot to be covered by impervious surface. It is reasonable for a commercial property to need additional impervious surface to meet the minimum parking requirements. 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 unique in that it is legal nonconforming and the existing impervious surface of the lot exceeds the maximum impervious surface requirement per ordinance, and therefore any modification to the existing building requires a variance. Additionally, the property is uniquely shape, limiting the design and layout of the site. c. Character of Neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. Other neighboring properties are also legal nonconforming to the zoning district requirements and have similar uses and impervious surface coverage. The property is also located within the Downtown District and the applicant is proposing to match the existing architectural details of the building, meeting the Downtown Design Guidelines. The proposed site plan will not alter the essential character of the neighborhood and will continue to conform to the Downtown Design Guidelines. It is in staff’s opinion that there are practical difficulties in meeting the impervious surface coverage requirement outlined in the Shoreland Overlay District. The applicant’s request to add on to an existing building is reasonable and the expansion is intended to meet the needs of the growing business. The property is unique in that the existing building does not conform to the Shoreland Overlay District standards, although it conforms to the C-1 zoning district standards. The proposed addition and site plan will be of matching materials to the existing building and therefore will not alter the character of the neighborhood. (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 central business district properties to have a sufficient amount of parking and buildable area on site to accommodate business operations. The C-1 zoning district allows up to 90% of a lot to be covered by impervious surface coverage to Lakeview Family Dentistry Site Plan and Variance Requests ensure adequate parking for various users. The proposed impervious surface percent is still well below what is allowed in the C-1 zoning district, meeting the spirit and intent of the ordinance. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The use of the site is permitted in the C-1 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. However, the building addition will be required to meet building code regulations regarding low floor separation from the groundwater elevation. (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. C. Variance from the Ordinary High Water (OHW) Level Building Setback Requirement The Shoreland Overlay District requires a 100 foot building setback requirement from the OHW level of Egg Lake. The applicant is proposing a building setback of 61.4 feet from the OHW level of Egg Lake, therefore requiring a variance. 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; The applicant is proposing to use the property in a reasonable manner by adding on to the existing building and expanding business operations. A significant portion of the property Lakeview Family Dentistry Site Plan and Variance Requests does not meet the building setback requirement for the Shoreland Overlay District, therefore making it difficult to conform to ordinance standards. The proposed site plan meets all other setback requirements. 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 unique in that the shape, size, and location of the existing building limit the location of the proposed addition. The location of the addition is also limited due to the parking requirements that are necessary to meet the expanded business use. The proposed building location is located in the most feasible area due to existing circumstances. c. Character of Neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. The variance request does not alter the essential character of the neighborhood as the proposed addition is consistent with the Downtown Design Guidelines. Additionally, there are other properties that fall within the Egg Lake Shoreland Overlay District with similar building proximities to the OHW level. It is in staff’s opinion that there are practical difficulties in meeting the building setback requirement from the OHW level of Egg Lake. It is reasonable for the applicant to expand their existing business and the proposed building addition will not alter the character of the neighborhood. The property has unique circumstances that make meeting the ordinance requirements difficult and the location of the existing building limits the location of the proposed addition. (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 ensure that buildings are located a reasonable distance away from the OHW level of water bodies and to limit the impact on natural resources. The City Ordinance requires that the building setback from the OHW level is 100 feet. The MN State Statute Chapter 6120 requires the OHW level building setback of 75 feet on sewered lots along recreational development lakes, which is less restrictive than City standards. It is in staff’s opinion that 61.4 feet is a reasonable setback from the OHW level of Egg Lake and the proposed building additional will not impede on the natural elements of the site. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The use of the site is permitted in the C-1 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 Lakeview Family Dentistry Site Plan and Variance Requests 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. However, the building addition will be required to meet building code regulations regarding low floor separation from the groundwater elevation. (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. D. Site Plan The application complies with the ordinance standards as follows: Building Setbacks The proposed site plan meets the building setbacks from the front, side, and rear lot lines for the C-1 zoning district requirements. The applicant is requesting a variance from the ordinary high water level building setback in the Shoreland Overlay District requirements. Building Height The C-1 zoning district has a maximum building height of 35 feet. The site plan meets this requirement. Building Coverage and Lot Coverage The C-1 zoning district has a maximum impervious surface coverage of 90%, however, the Shoreland Overlay District has a maximum impervious surface coverage of 25%. The proposed site plan has an impervious surface coverage of 50.6%, requiring a variance. The applicant is requesting a variance from the impervious surface lot coverage requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for commercial development. The site plan includes tree and shrub locations and species. The ordinance provides two ways of calculating the required amount of trees and shrubs. One based on the square footage of the building and one based on the perimeter of the site, whichever is greater. In this case staff used the perimeter of the site. In order to meet the landscape requirements, 10 deciduous trees, 5 coniferous trees, 5 ornamental trees, and 32 shrubs are Lakeview Family Dentistry Site Plan and Variance Requests required to be installed. The applicant is using existing and new landscaping to meet the landscaping requirements. The site plan exceeds the City’s landscaping requirements. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed ½ foot candle measured at the property line or 1 foot candle measured at the street’s centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The applicant is proposing downcast pole fixtures and meets the lighting requirements. Streets and Access The site is located along the east side of Highway 61 and has existing access. The applicant is not proposing to expand the access but is proposing to expand the parking lot. If needed, the applicant shall have a driveway permit issued by MNDOT. Parking Section 90-253, Parking and Loading of the City Code determines the number of parking spaces required per site. Parking is determined by gross floor area. There are 32 stalls required for the site and the applicant is proposing 32 stalls, meeting the parking requirements. Building Architecture The City of Hugo adopted Downtown Design Guidelines in 2007, which aims to create a sense of arrival in the downtown area of Hugo. The Downtown Design Guidelines emphasize prairie style architecture with hipped roofs, which is a proposed element of the site plan. The applicant is proposing to construct the addition with similar materials and color to the existing building. The existing building is constructed of wood siding and the applicant is proposing to match the existing siding with a fiber cement material. Staff is comfortable with the proposed architectural materials. The applicant is required to submit a material sample board, which will be evaluated and approved administratively. Trash Enclosure The applicant is proposing a trash enclosure in front of the proposed building addition. The trash enclosure is proposed to be of the same materials as the addition and surrounded by landscaping. Staff has asked the applicant to consider alternative locations for the trash enclosure, however, acknowledges that there are site limitations. Staff will continue to work with the applicant on final location of the trash enclosure. Lakeview Family Dentistry Site Plan and Variance Requests Signage The applicant is not proposing to change the existing monument sign on site. The applicant is proposing an entrance sign to be located near the main entrance of the site. The entrance sign is proposed to be surrounded by landscaping. Staff is comfortable with the proposed signage. Grading The applicant is proposing to use the property to the north in order to complete construction of the proposed addition. This requires grading to be done on the adjacent property. The applicant is proposing a temporary construction agreement for work on the adjacent property. Staff is requiring the applicant to provide the executed agreement between both property owners and has listed that as a condition of approval. The applicant is required to address all redlined comments that have been provided to them by the City Engineer, which is listed as a condition of approval. Utilities The existing building is served by City sewer and water. These connections will be expanded to the proposed addition. Water service to the new expansion will be done internally and the sanitary sewer will have a new connection to the sanitary sewer main that runs north and south along the east side of the site. The applicant is required to address all redlined comments that have been provided to them by the City Engineer, which is listed as a condition of approval. Wetlands and Stormwater Management The applicant is not proposing any wetland impacts. The applicant is proposing to meet stormwater quality and rate control requirements through the use of infiltration basins on site. The basins are sized appropriately to meet the City’s water quality and the Rice Creek Watershed District’s rate control requirements. A stormwater maintenance agreement and drainage and utility easements are required for the stormwater basins on site. Park Dedication Park Dedication is not required for commercial and industrial developments. Lakeview Family Dentistry Site Plan and Variance Requests 5. CONCLUSION It is in staff’s opinion that the site plan request for Lakeview Family Dentistry meets all requirements necessary to approve the proposed addition to the existing building located at 14475 Forest Boulevard North. Staff finds that the applicant meets the requirements necessary to approve a variance request to allow an impervious surface coverage of 50.6%, where 25% is required. Staff also finds that the applicant meets the requirements necessary to approve a variance request to allow the proposed addition to be setback 61.4 feet from the OHW level of Egg Lake, where 100 feet is required by City ordinance. 6. PLANNING COMMISSION RECOMMENDATION: The Planning Commission recommended approval of the site plan and variance requests for Lakeview Family Dentistry for property located at 14475 Forest Boulevard North, subject to the conditions listed in the resolutions. ATTACHMENTS 1. Location Map 2. Site Plan Resolution 3. Variance Resolution – Impervious Surface Coverage 4. Variance Resolution – OHW Level Building Setback 5. Engineer’s Memo dated September 20, 2021 6. Variance Narratives 7. Site Plan Submittal dated September 16, 2021 8. Colored Renderings Forest Boulevard North146th Street North 145th Street North Frenchman Road 14475 Forest Boulevard North Location Map Hugo, MN Site Roads Hugo Border Parcel Boundary ¯0 150Feet1 in = 150 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\Lakeview Family Dentistry Site Plan and Variances.mxdSite RESOLUTION 2021-XX APPROVING A SITE PLAN FOR LAKEVIEW FAMILY DENTISTRY FOR SITE PLAN APPROVAL FOR PROPERTY LOCATED AT 14475 FOREST BOULEVARD NORTH WHEREAS, Lakeview Family Dentistry has requested site plan approval for an approximately 4,400 square foot addition to be constructed on to the existing building on property located at 14475 Forest Boulevard North, that is legally described as follows: See attached. WHEREAS, the Planning Commission has reviewed said site plan on September 23, 2021, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for Lakeview Family Dentistry with the following findings: 1. A site plan is approved to allow construction of an approximately 4,400 square foot square foot addition with the plans dated September 16, 2021. 2. The applicant shall obtain all necessary local, state, and federal permits. 3. The applicant shall provide an executed temporary construction agreement for work being done on the adjacent property to the north and shall provide a concurrent grading plan to be reviewed and approved by staff. Prior to Building Permit Approval: 4. All items on the Engineer’s memo and “red-line” detailed engineering comments that have been sent directly to the applicant’s engineer dated September 20, 2021, shall be addressed. 5. The applicant shall submit the final building material sample board to be reviewed and approved by staff. 6. The final location of the trash enclosure shall be reviewed and approved by staff. Prior to issuance of a Certificate of Occupancy: 7. A final landscaping and lighting plan shall be reviewed and approved by staff and all required landscaping shall be fully installed. 8. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities and applicable utilities. Resolution 2021-XX Page 2 9. A maintenance agreement for the stormwater management facilities shall be recorded against the property. ADOPTED by the City Council this 4th day of October, 2021. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk RESOLUTION 2021-XX APPROVING A VARIANCE FROM THE MAXIMUM IMPERVIOUS SURFACE COVERAGE FOR PROPERTY LOCATED AT 14475 FOREST BOULEVARD NORTH WHEREAS, Lakeview Family Dentistry has requested approval of a variance to allow an impervious surface coverage of 50.6%, where a maximum of 25% is required, on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called public hearing on September 23, 2021, and recommends approval with the following findings and conditions: 1. The proposed facilities shall be in adherence to the site plan dated September 16, 2021. 2. The proposed variance is permissible by law. 3. The applicant is proposing to use the property in a reasonable manner. This is a reasonable use of the property as it is consistent 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 central business district properties to have a sufficient amount of parking and buildable area on site to accommodate business operations. 7. The property is not located within a floodplain area. 8. The property is served by City sewer and water. 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 Lakeview Family Dentistry to allow an impervious surface coverage of 50.6%, where 25% is required, on property located at 14475 Forest Boulevard North. Resolution 2021-XX Page 2 ADOPTED by the City Council this 4th day of October, 2021. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk RESOLUTION 2021-XX APPROVING A VARIANCE FROM THE ORDINARY HIGH WATER LEVEL BUILDING SETBACK REQUIREMENT FOR PROPERTY LOCATED AT 14475 FOREST BOULEVARD NORTH WHEREAS, Lakeview Family Dentistry has requested approval of a variance to allow the proposed addition to be setback 61.4 feet from the OHW level of Egg Lake, where 100 feet is required by City ordinance, on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called public hearing on September 23, 2021, and recommends approval with the following findings and conditions: 1. The proposed facilities shall be in adherence to the site plan dated September 16, 2021. 2. The proposed variance is permissible by law. 3. The applicant is proposing to use the property in a reasonable manner. This is a reasonable use of the property as it is consistent 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 expansion of businesses and to ensure that buildings are located a reasonable distance away from OHW levels. 7. The property is not located within a floodplain area. 8. The property is served by City sewer and water. 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 Lakeview Family Dentistry to allow the proposed addition to be setback 61.4 feet from the OHW level of Egg Lake, where 100 feet is required by City ordinance, on property located at 14475 Forest Boulevard North. Resolution 2021-XX Page 2 ADOPTED by the City Council this 4th day of October, 2021. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk S:\Users\R_Juba\DEVELOPMENT PROJECTS\Lakeview Family Dentistry\Site Plan and Variance Applications\018793-000 LTR RJuba - Lakeview Family Dentistry.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM September 20, 2021 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Lakeview Family Dentistry WSB Project No. 018793-000 Dear Ms. Juba: We have reviewed the site plan submittal for the proposed Lakeview Family Dentistry expansion located at 14475 Forest Boulevard east of Highway 61 just south of 145th Street. In particular, we have reviewed the following plans related to this particular request: • Civil Plan Sheets dated 9/16/21 by Loucks • Stormwater Management Report dated 9/16/21 by Loucks • Geotechnical Report dated 8/4/21 by Braun Intertec 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 maintain the current access from Forest Boulevard/US Hwy 61 south of 145th Street. 2. Any impact to traffic or the state right of way as part of construction will need to be coordinated with, permitted, and approved by MNDOT. 3. Water service to the new expansion will be achieved by internally extending the existing building service. Applicant will need to coordinate with the Department of Labor and Industry that horizontal separation from the storm sewer meets their requirements and to verify that the existing service to the building is large enough to sufficiently supply water to the entire building following expansion.. 4. Sanitary sewer service is proposed to extend from the new building expansion to the east and create a new connection to the existing sanitary sewer main that runs north and south along the east side of the site. 5. 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 6. 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 RCWD’s rate control requirements. Water reuse is not utilized as part of the design. Ms. Rachel Juba March 19, 2021 Page 2 7. The applicant is not able to meet the 0.1 cfs/ac rate control requirement due to site constraints including existing sanitary easements and staying outside of Egg Lake, however since the site discharges to Egg Lake and is showing a decrease is rates for all storm events this is not anticipated to have a negative impact on Egg Lake or any downstream properties. Additionally, the discharge volume to Egg Lake is decreased in all storm events so Egg Lake’s HWL will not increase due to this project. The stormwater management does meet RCWD’s requirements. 8. A stormwater maintenance agreement and drainage and utility easements will be required for the stormwater basins on the site. 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) Lakeview Family Dentistry Variance Required Findings, Page 1 of 2 Lakeview Family Dentistry 14475 Forest Blvd N , Hugo, MN Land Use Application – Variance Request Findings September 3, 2021 VARIANCE FROM MAXIMUM IMPERVIOUS SURFACES The existing Lakeview Family Dentistry facility is located adjacent to Egg Lake and therefore is located in the shoreland district. Based on the shoreland district rules, no more than 25% of a lot or parcel in the shoreland district may be covered by an impervious surface. The existing impervious surface coverage of the lot is 30.6%. A variance is requested from the maximum impervious surface coverage for the proposed building addition. The requested variance meets the required findings as follows: (1) Law. The variance as requested is permissible by law. The requested 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; The property owner proposes to use the property in a reasonable manner consistent with the permitted use within the zoning ordinance and in continuation of services currently offered by the business. b. Unique circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The property has unique circumstances in that the existing property exceeds the maximum allowable impervious surface coverage today, thereby creating a need for a variance for any expansion of the building. The property owners have exhausted all other available options to avoid a variance, including attempts to acquire adjacent properties to the north and south to increase the overall property area. The property owners have also spent extensive time pursuing alternative options, including different properties, to avoid a variance request. The proposed development of the property continues to serve the growing community, meets minimum parking requirements and provides enhanced stormwater treatment. c. Character of neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. The proposed design will not alter the essential character of the neighborhood but instead will enhance the development in the area. The design proposal is consistent with the current aesthetics of the property and surrounding area. Hugo has continued to experience residential growth, increasing demand for services in the community. Further development of this property is intended to support and participate in this positive community growth. Th is project will support the City of Hugo’s development plan of the downtown district and plans for development north of the property on Egg Lake. The proposed expansion on this property further supports the City’s development plan by ensuring residents are provided services locally in their community. Lakeview Family Dentistry Variance Required Findings, Page 2 of 2 (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 variance, if granted, will allow Lakeview Family Dentistry to continue to support the community’s current growth and future growth per the 2040 comprehensive plan. (4) Prohibited use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The variance, if granted, will not have the effect of allowing any use prohibited in the 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 variance, if granted, will not affect or create any flood hazards. The proposed stormwater management plan reduces both the stormwater runoff rates and volumes leaving the site compared to existing conditions. The proposed infiltration basin on the east side of the property will provide additional compensatory flood storage compared to existing conditions. (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 variance, if granted, will not affect the property’s compliance with city and state septic and well codes. Lakeview Family Dentistry Variance Required Findings, Page 1 of 2 Lakeview Family Dentistry 14475 Forest Blvd N , Hugo, MN Land Use Application – Variance Request Findings September 3, 2021 VARIANCE FROM EGG LAKE ORDINARY HIGH WATER (OHW) SETBACK The existing Lakeview Family Dentistry facility is located adjacent to Egg Lake and therefore is located in the shoreland district. Egg Lake has a shoreland classification of Recreational Development (RD) with a required setback of 100-ft from the OHW elevation. Per Minnesota Department of Natural Resources, the OHW for Egg Lake is 926.66 on NAVD88 datum (926.50 on NVGD29 datum). A variance is requested from the 100-ft setback from the OHW elevation for the proposed building addition. The requested variance proposes a 61.4-ft setback from the OHW at the northeast corner of the addition and a 73.2-ft setback from the OHW at the southeast corner of the addition. The requested variance meets the required findings as follows: (1) Law. The variance as requested is permissible by law. The requested 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; The property owner proposes to use the property in a reasonable manner consistent with the permitted use within the zoning ordinance and in continuation of services currently offered by the business. b. Unique circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The property has unique circumstances including a deep and narrow lot abutting a lake with the existing building structure being located at the back of the lot. The property owners have exhausted all other available options to avoid an encroachment, including attempts to acquire adjacent properties to the north and south. The property owners have also spent extensive time pursuing alternative options, including different properties, to avoid a variance request. Due to parking requirements and the limitations of a narrow, angular lot, the best feasible expansion option to meet the needs of increased business demand is to expand to the north and east/west which subsequently encroaches into the 100-ft setback. The proposed building footprint prioritizes expanding to the west to the greatest extent possible and expands eastward only as required to meet minimum program requirement. The design proposal is one in which considerations have been made to best use the land with the least amount of encroachment, where a similar size addition completely to the east would have been preferred but is not practical given the constraints noted above. Once built, there will be no viable future opportunity to expand construction to the east. c. Character of neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. Lakeview Family Dentistry Variance Required Findings, Page 2 of 2 The proposed design will not alter the essential character of the neighborhood. Hugo continues to experience residential growth, increasing demand for services in the community. Further development of this property is intended to support and participate in this positive community growth while respecting its context. The building exterior follows the design language of the existing structure, maintaining a prairie style aesthetic in line with local traditions and the City of Hugo Downtown Design Guidelines. This project will support the City of Hugo’s development plan of the downtown district and plans for development north of the property on Egg Lake. Furthermore, the proposed expansion on this property supports the City’s development plan by ensuring residents are provided services locally in their community. (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 variance, if granted, will allow Lakeview Family Dentistry to continue to support the community’s current growth and future growth per the 2040 comprehensive plan. The proposed plan meets the spirit and intent of the code by maintaining the n atural characteristics and function of the shoreline. No modifications to the shoreline or associated trees and vegetation along the shoreline are proposed. Additional trees and plantings are proposed between the building and the shoreline to further enhance the natural characteristics of the area. Runoff from existing and proposed impervious surfaces onsite will be treated in a stormwater management system to further reduce the risk of impairment to Egg Lake. (4) Prohibited use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The variance, if granted, will not have the effect of allowing any use prohibited in the 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 variance, if granted, will not affect or create any flood hazards. The proposed building expansion is not located in the FEMA flood pla in or the shore impact zone, and the construction of a large infiltration basin will provide additional compensatory flood storage compared to existing conditions. (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 variance, if granted, will not affect the property’s compliance with city and state septic and well codes. 15348 WET B 926.45 15349 WET 926.38 15351 WET 926.40 15353 WET 926.33 15354 WET 926.33 15361 WET 926.17 15368 WET 926.68 15369 WET 926.20 15375 WET 926.12 15379 WET 925.98 15380 WET E 925.33 11 TRAV IP 936.97 12 TRAV IP 936.79 15 FIP 2'OS 936.1216 FIP 4'OS 936.06 15000 CHK 12 936.75 15001 TRAV NAIL 936.59 15149 TRAV NAIL 935.66 15175 CHK 15001 936.57 7 6 N SCALE IN FEET 0 20 40 EXISTING CONDITIONS C1-1 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 12:51 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C1-1 EXISTING CONDITIONSOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys - PE 53706 20499 TDG TDG/MDC TDG 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR EXISTING CONDITIONS C1-1 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. LEGEND TELEPHONE PEDESTAL ELM BOXELDER SPRUCE WILLOW MISC FRUIT LINDEN ROOF DRAIN ELECTRIC OUTLET AIR CONDITIONING UNIT PARKING STALL COUNT DISABLED PARKING STALL ASH 2 CATCH BASIN STORM SEWER SANITARY SEWER SANITARY MANHOLE SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB CONCRETE UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING ELECTRIC METER GAS METER CONIFEROUS TREE TREE LINE DECIDUOUS TREE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE MAPPED SANITARY SEWER MAPPED WATERMAIN UTILITY PEDESTAL ELECTRIC OUTLET 1 SCHEDULE B II ITEM WETLAND AS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES ON JULY 29, 2021 WETLAND FLAG 15 FIP 2'OS 936.1216 FIP 4'OS 936.06 7 6 REMOVE EXISTING CONCRETE SIDEWALK-TYP REMOVE EXISTING BITUMINOUS PAVEMENT-TYP REMOVE EXISTING RETAINING WALL-TYP REMOVE EXISTING TREE-TYP REMOVE EXISTING ADA PARKING SIGN-TYP REMOVE EXISTING CONCRETE PAVERS-TYP REMOVE EXISTING WOOD WALL-TYP REMOVE EXISTING RIP RAP-TYP EXISTING POWER POLE TO REMAIN PROTECT DURING CONSTRUCTION EXISTING SIGN TO REMAIN PROTECT DURING CONSTRUCTION EXISTING MONUMENT SIGN TO REMAIN PROTECT DURING CONSTRUCTION A TEMPORARY CONSTRUCTION AGREEMENT/APPROVAL SHALL BE OBTAINED FROM ADJACENT OWNER FOR WORK ON ADJACENT OWNERS PROPERTY COORDINATE ALL CONSTRUCTION ON ADJACENT OWNERS PROPERTY WITH ALL PARTIES INVOLVED TRIM/REMOVE TREE AS NEEDED FOR THE PROPOSED BUILDING ADDITION COORDINATE WITH PROPERTY OWNER REMOVE & RELOCATE EXISTING GAS AND COMMUNICATION LINES AS NEEDED FOR THE PROPOSED BUILIDNG ADDITION COORDINATE WITH UTILITY PROVIDERS PROTECT EXISTING POWER LINE COORDINATE WITH UTILITY PROVIDER IF RELOCATION IS NEEDED FOR THE PROPOSED BUILDING ADDITION PROTECT EXISTING UTILITIES PROTECT EXISTING CONCRETE APRON PROTECT EXISTING UTILITIES PROTECT EXISTING UTILITIES CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS OR MODIFICATIONS TO THE IRRIGATION SYSTEM NEEDED DURING CONSTRUCTION N SCALE IN FEET 0 20 40 DEMOLITION PLAN C1-2 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 12:51 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C1-2 DEMO PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys - PE 53706 20499 TDG TDG/MDC TDG 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR DEMOLITION PLAN C1-2 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. LEGEND TELEPHONE PEDESTAL ELM BOXELDER SPRUCE WILLOW MISC FRUIT LINDEN ROOF DRAIN ELECTRIC OUTLET AIR CONDITIONING UNIT PARKING STALL COUNT DISABLED PARKING STALL ASH 2 CATCH BASIN STORM SEWER SANITARY SEWER SANITARY MANHOLE SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB CONCRETE UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING ELECTRIC METER GAS METER CONIFEROUS TREE TREE LINE DECIDUOUS TREE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE MAPPED SANITARY SEWER MAPPED WATERMAIN UTILITY PEDESTAL ELECTRIC OUTLET 1 SCHEDULE B II ITEM WETLAND AS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES ON JULY 29, 2021 WETLAND FLAG REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING DEMOLITION LEGEND: 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 5.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. SITE DEMOLITION NOTES REMOVE EXISTING RIPRAP 15 FIP 2'OS 936.1216 FIP 4'OS 936.06 PROPOSED BUILDING FFE=938.50FUTURE EXPANSION18.0'24.0'18.0'8.5' TYP 8.5' 8.5' 8.5' 10.0' 30'R 10'R 3'R 3'R 3'R 3'R 3'R 3'R TRASH ENCLOSURE SEE ARCHITECTURAL PLAN EXISTING POWER POLE LIGHT POLE-TYP SEE PHOTOMETRICS PLAN B612 CURB & GUTTER TYP-SEE DETAIL 3' TAPER TO END CURB AT EXISTING SIDEWALK 3' TAPER TO END CURB AT EXISTING SIDEWALK CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE STOOP SEE ARCHITECTURAL & STRUCTURAL PLANS ADA PARKING SIGN (2) TYP-SEE DETAIL CONCRETE STOOP SEE ARCHITECTURAL & STRUCTURAL PLANS ADA NO PARKING ACCESS AISLE SIGN TYP-SEE DETAIL TYP ADA PARKING SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT POLE-TYP SEE PHOTOMETRICS PLAN CONCRETE STOOP SEE ARCHITECTURAL & STRUCTURAL PLANS CONCRETE STOOP SEE ARCHITECTURAL & STRUCTURAL PLANS CONCRETE STOOP SEE ARCHITECTURAL & STRUCTURAL PLANS PATIO AREA SEE LANDSCAPE PLAN CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL 5.1' 6.7' CONCRETE SIDEWALK TYP-SEE DETAIL 9.7'4.4' 3' TAPER 3' TAPER 3' TAPER FLAT CURB TYP-SEE DETAIL 10' TAPER 5.0'5' PARKING SETBACK EXISTING SIGN EXISTING SIGN 10' BUILDING & PARKING SETBACK 10.0' 5' PARKING SETBACK 5.0'100' BUILDING SETBACK FROM EGG LAKE OHW 100.0' EGG LAKE OHW ELEV=926.66 18 212 RETAINING WALL TYP-SEE DETAIL CONCRETE PAVEMENT TYP-SEE DETAIL 0' BUILDING SETBACK 0' BUILDING SETBACK32.0'A TEMPORARY CONSTRUCTION AGREEMENT/APPROVAL SHALL BE OBTAINED FROM ADJACENT OWNER FOR WORK ON ADJACENT OWNERS PROPERTY COORDINATE ALL CONSTRUCTION ON ADJACENT OWNERS PROPERTY WITH ALL PARTIES INVOLVED 61.4' 73.2' MNDNR SHORELAND MANAGEMENT MODEL ORDINANCE 75' OHW SETBACK 5.0' ENTRANCE SIGN SEE ARCHITECTURAL N SCALE IN FEET 0 20 40 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 12:52 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys - PE 53706 20499 TDG TDG/MDC TDG 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. 73 23 CIVIL LEGEND Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SITE PLAN C2-1 PAVEMENT TYPES NOTE: SEE PAVEMENT SECTIONS ON SHEET C8-1 OR C8-2 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT SITE NOTES 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.TYPICAL FULL SIZED PARKING STALL IS 8.5' X 18' UNLESS OTHERWISE NOTED. 6.ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8.SEE PHOTOMETRICS PLAN FOR SITE LIGHTING. CURRENT ZONING:C-1 CENTRAL BUSINESS DISTRICT PROPOSED ZONING:C-1 CENTRAL BUSINESS DISTRICT PROPERTY AREA:0.85 AC EXISTING IMPERVIOUS AREA:0.26 AC (30.6%) PROPOSED IMPERVIOUS AREA:0.43 AC (50.6%) SITE DATA BUILDING SETBACKS: FRONT 10 FT MINIMUM SIDE 0 FT MINIMUM REAR 100 FT MINIMUM FROM EGG LAKE OHW PARKING SETBACKS: FRONT 10 FT MINIMUM SIDE 5 FT MINIMUM REAR 100 FT MINIMUM FROM EGG LAKE OHW OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 8.5 FT PARKING SPACE LENGTH = 18 FT MANEUVERING LANE WIDTH = 24 FT DEVELOPMENT AND DESIGN STANDARDS EXISTING BUILDING = 1,957 SF PROPOSED ADDITION = 4,360 SF TOTAL BUILDING AREA = 6,317 SF TOTAL PARKING REQUIRED = 32 STALLS (1 STALL PER 200 SF BUILDING AREA) TOTAL PARKING PROVIDED = 32 STALLS OFF-STREET PARKING CALCULATIONS PROPOSED ACCESSIBLE PARKING PROVIDED:2 STALLS REQUIRED ACCESSIBLE PARKING:2 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 25 TO 50 STALLS ACCESSIBLE PARKING SIGNAGE AND STRIPING NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 15348 WET B 926.45 15349 WET 926.38 15351 WET 926.40 15353 WET 926.33 15354 WET 926.33 15361 WET 926.17 15368 WET 926.68 15369 WET 926.20 15375 WET 926.12 15379 WET 925.98 15380 WET E 925.33 11 TRAV IP 936.97 12 TRAV IP 936.79 15 FIP 2'OS 936.1216 FIP 4'OS 936.06 15000 CHK 12 936.75 15001 TRAV NAIL 936.59 15149 TRAV NAIL 935.66 15175 CHK 15001 936.579379379389 3 8 9359 3 4 93693793893 5 935 932932933 933934 9 3 4 9 3 6 936 937 938 37.09 36.83 36.74 37.00 37.72 38.08 37.82 38.00 38.06 38.50 36.46 34.83 38.50 38.50 38.5038.50 38.50 38.50 38.5037.40 38.32 38.50 38.50 38.50 38.50 38.50 38.50 37.48 36.95 37.30 37.64 38.08 37.63 38.23 36.39 36.56 36.20±EX 36.00±EX 37.27 37.54 37.90 37.73 38.23 37.73 37.91 37.77 PROPOSED BUILDING FFE=938.50 8 8 8 8 8 8 8 8 8 8 88838.17 38.21 37.82 37.68 38.05 8888936937938937 GW=937.10 TW=938.50 4 36.00 36.00 34.90 EOF GW=937.00 TW=938.50 38.50 0.7% 1.7% 0.6% 1.8%1.0%1.0%0.5% 1.4% 1.4% 1.9%1.0%1.6%5.6% 2.6% 38.45 38.43 38.45 936 937 938 93 5935 933933 93493493637.9737.71 937 937 936 937 938937 938 36.06 FUTURE EXPANSION 37.42 37.80±EX 37.52±EX INFILTRATION BASIN HWL:935.49 EOF:934.90 BOT:931.70 A TEMPORARY CONSTRUCTION AGREEMENT/APPROVAL SHALL BE OBTAINED FROM ADJACENT OWNER FOR WORK ON ADJACENT OWNERS PROPERTY COORDINATE ALL CONSTRUCTION ON ADJACENT OWNERS PROPERTY WITH ALL PARTIES INVOLVED EGG LAKE OHW ELEV=926.66 N SCALE IN FEET 0 20 40 GRADING PLAN C3-1 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 2:12 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 GRADING PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys - PE 53706 20499 TDG TDG/MDC TDG 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR GRADING PLAN C3-1 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. 73 23 CIVIL LEGEND Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GRADING, DRAINAGE & EROSION CONTROL NOTES 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3.GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 5.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 6.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. B2105693), DATED 08/04/2021 AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 7.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 8.DUST MUST BE ADEQUATELY CONTROLLED. 9.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 10.SEE UTILITY PLAN FOR STORM AND SANITARY SEWER INFORMATION. 11.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 12.ALL ACCESSIBLE SLOPES SHALL NOT EXCEED 2% CROSS SLOPE OR 5% RUNNING SLOPE. 13.ALL SLOPES WITHIN THE ACCESSIBLE PARKING STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION. 15348 WET B 926.45 15349 WET 926.38 15351 WET 926.40 15353 WET 926.33 15354 WET 926.33 15361 WET 926.17 15368 WET 926.68 15369 WET 926.20 15375 WET 926.12 15379 WET 925.98 15380 WET E 925.33 11 TRAV IP 936.97 12 TRAV IP 936.79 15 FIP 2'OS 936.1216 FIP 4'OS 936.06 15000 CHK 12 936.75 15001 TRAV NAIL 936.59 15149 TRAV NAIL 935.66 15175 CHK 15001 936.579379379389 3 8 9359 3 4 93693793893 5 935 932932933 933934 9 3 4 9 3 6 936 937 938 PROPOSED BUILDING FFE=938.50 8 8 8 8 8 8 8 8 8 8 8888888936937938937 4 0.7% 1.7% 0.6% 1.8%1.0%1.0%0.5% 1.4% 1.4% 1.9%1.0%1.6%5.6% 2.6% 936 937 938 93 5935 933933 934934936937 937 936 937 938937 938 FUTURE EXPANSION SILT FENCE TYP-SEE DETAIL ROCK CONSTRUCTION ENTRANCE SEE DETAIL INLET PROTECTION TYP-SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EXPOSED SOILS ALONG THE EASTERN PERIMETER TO RECEIVE STABILIZATION (TEMPORARY OR PERMANENT) WITHIN 24 HOURS OF INACTIVITY. N SCALE IN FEET 0 20 40 SWPPP C3-2 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 2:23 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C3-2 SWPPPOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys - PE 53706 20499 TDG TDG/MDC TDG 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR SWPPP C3-2 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. 73 23 CIVIL LEGEND Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE (STANDARD)LF EROSION CONTROL BLANKET SY INLET PROTECTION EA QUANTITY 1 NA ±1020 95 3 BIOROLLS LF NA SWPPP LEGEND INLET PROTECTION SILT FENCE EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN BIO ROLLS EROSION CONTROL BLANKET GRADING, DRAINAGE & EROSION CONTROL NOTES 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3.GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 5.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 6.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. B2105693), DATED 08/04/2021 AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 7.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 8.DUST MUST BE ADEQUATELY CONTROLLED. 9.SEE SWPPP NOTES FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 10.SEE UTILITY PLAN FOR STORM AND SANITARY SEWER INFORMATION. 11.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 12.ALL ACCESSIBLE SLOPES SHALL NOT EXCEED 2% CROSS SLOPE OR 5% RUNNING SLOPE. 13.ALL SLOPES WITHIN THE ACCESSIBLE PARKING STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION. SWPPP NOTES AND DETAILS C3-3 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 12:53 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C3-3 SWPPP NOTESOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys - PE 53706 20499 TDG TDG/MDC TDG 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR SWPPP NOTES AND DETAILS C3-3 SWPPP NOTES SITE VICINITY MAP CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A PROPOSED BUILDING ADDITION, PARKING LOT, SURFACE PAVEMENTS, INFILTRATION BASIN, AND UTILITIES. 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1.INSTALL VEHICLE TRACKING BMP 2.INSTALL INLET PROTECTION 3.INSTALL SILT FENCE AND BIO-ROLLS AROUND SITE 4.CLEAR AND GRUB SITE 5.STRIP AND STOCKPILE TOPSOIL 6.REMOVE PAVEMENTS AND UTILITIES 7.ROUGH GRADE SITE 8.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 9.INSTALL UTILITIES 10.INSTALL BUILDING FOUNDATIONS 11.INSTALL CURB AND GUTTER 12.INSTALL PAVEMENTS AND WALKS 13.FINAL GRADE SITE 14.REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS 15.SEED AND MULCH 16.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE, BIO-ROLLS, INLET PROTECTION, AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3.SITE DATA DISTURBED AREA: 0.85 AC PRE-CONSTRUCTION IMPERVIOUS AREA:0.26 AC POST-CONSTRUCTION IMPERVIOUS AREA:0.43 AC GENERAL SOIL TYPE:SEE GEOTECHNICAL EVALUATION REPORT 4.EROSION AND SEDIMENT CONTROLS WERE DESIGNED TO EFFECTIVELY CONTROL STORMWATER RUNOFF WITHIN THE PROJECT AREAS. EROSION AND SEDIMENT CONTROL HAVE BEEN PROPOSED TO MINIMIZE CHANNEL EROSION AND SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS. FACTORS THAT WERE CONSIDERED INCLUDE PROPOSED IMPERVIOUS AREAS, SLOPE OF IMPERVIOUS SURFACES, STORMWATER INFRASTRUCTURE DISCHARGE POINTS, AND ANNUAL AVERAGE PRECIPITATION DATA FOR THE PROJECT AREA. 5.WASHINGTON COUNTY RECEIVES AN AVERAGE OF 33.94 INCHES OF PRECIPITATION PER YEAR. THE FOLLOWING WASHINGTON COUNTY 24-HOUR STORM EVENTS ARE BASED ON ATLAS 14 RAINFALL DATA: 10-YR 4.16 INCHES 100-YR 7.14 INCHES 6.SEE "EXHIBIT:PROPOSED DRAINAGE AREAS" FOR SITE MAP WITH DRAINAGE AREA BOUNDARIES. 7.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 8.CONTRACTOR SHALL INSTALL RAIN GAUGE ON SITE. 9.NO DEWATERING IS EXPECTED TO OCCUR ON SITE. 10.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7 OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 11.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 12.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 13.SOIL COMPACTION SHALL BE MINIMIZED DURING CONSTRUCTION. 14.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 15.SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED ON ALL DOWNGRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES. 16.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 17.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 18.EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE PROPERLY CONTAINED. 19.NO ENGINE DEGREASING IS ALLOWED ON SITE. 20.THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 21.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER THE FOLLOWING CONDITIONS HAVE BEEN MET: A.PERMIT TERMINATION CONDITIONS, PER NPDES PERMIT SECTION 13.1 HAVE BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. A.A.PERMANENT UNIFORM PERENNIAL VEGETATIVE COVER MUST BE ESTABLISHED AT 70% DENSITY OF ITS EXPECTED FINAL GROWTH. A.B.THE PERMANENT STORMWATER TREATMENT SYSTEM IS CONSTRUCTED, MEETS ALL REQUIREMENTS, AND IS OPERATING AS DESIGNED. A.C.ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED. A.D.CLEAN OUT SEDIMENT FROM CONVEYANCE SYSTEMS AND PERMANENT STORMWATER TREATMENT SYSTEMS (RETURN TO DESIGN CAPACITY). 15. INSPECTIONS A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C.STABILIZED AREAS: ONCE EVERY 30 DAYS D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. F.OBSERVE ANY DISCHARGE OCCURRING ONSITE AND DOCUMENT CORRECTIVE ACTIONS TAKEN. DISCHARGE SHOULD BE DESCRIBED AND PHOTOGRAPHED. 16. MINIMUM MAINTENANCE A.ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW. B.SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS C.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. D.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS E.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. F.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS 17.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 19.SWPPP MUST BE AMENDED WHEN: A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 19.CONCRETE WASHOUT AREA A.CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH RAIN PROTECTION PER PLAN. B.CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL". C.CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 20.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 21.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 22.FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 23.RESPONSIBILITIES A.THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT: __________________________________ COMPANY: __________________________________ PHONE: __________________________________ B.THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: CONTACT:__________________________________ COMPANY: __________________________________ PHONE: __________________________________ 24.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. * PROJECT SITE 1 MILE BUFFER * PROJECT SITE 1 EROSION CONTROL BLANKET 6" 6" 1' TO 3'ANCHOR TRENCH 1.DIG 6"X6" TRENCH 2.LAY BLANKETS IN TRENCH 3.STAPLE AT 1.5' INTERVALS 4.BACKFILL WITH NATURAL SOIL AND COMPACT. 5.BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" STAPLE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. DI R E C T I O N O F SU R F A C E F L O W STAGGER JOINTS DRAWN 2/2016 LOUCKS PLATE NO. 3016LOUCKSBIO-ROLL OR ROCK LOG NOTES: 1.PLACE BOTTOM EDGE OF WIRE FENCE INTO 6 IN DEEP TRENCH. 2.POSTS SHALL BE: ·6 FT MAX. SPACING. ·STANDARD STEEL T-TYPE POSTS. ·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3.ATTACH WIRE FENCE TO STEEL POSTS WITH NO. 9 GA. ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE-FORMED CLIPS. 4.ATTACH FABRIC TO WIRE FENCING WITH WIRE OR ZIP TIES. A MIN. OF 3 ZIP TIES PER POST. EXTEND BOTTOM OF FABRIC INTO TRENCH. 5.BACKFILL TRENCH & COMPACT. 6.STRAW, WOOD CHIP, COMPOST OR ROCK LOGS PER MNDOT SPECS 3890, 3897. DRAWN 11/2016 LOUCKS PLATE NO. 3002LOUCKS 2'' X 2'' X 18'' LONG WOODEN STAKES AT 2'-0'' SPACING. DRIVE THROUGH NETTING, NOT PENETRATING FIBER LOG. STRAW OR WOOD FIBER 9" OR 12'' DIA. SEDIMENT LOG ROLL ENCLOSED IN POLYPROPYLENE NETTING FL O W TRENCH IF LOOSE SOILS FLOW ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE 1 NOTES: SEE SPECS. 2573, 3137, 3890 & 3897. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1.GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA-3 GRADATION. 2 3 4 5 6 15 FIP 2'OS 936.1216 FIP 4'OS 936.06 PROPOSED BUILDING FFE=938.50 8 8 8 8 8 8 8 8 8 8 88888884 FUTURE EXPANSION CONNECT TO EXISTING 8" SANITARY SEWER W/ 4" SERVICE SADDLE & 45° BEND WYE CONNECTION WYE INV=921.17 EX INV=920.84 FIELD VERIFY EXISTING SIZE, MATERIAL, LOCATION, & INVERT SANITARY SERVICE STUB 21 LF - 4" PVC @ 2.0% INV= 930.50 (VERIFY MATERIAL, SIZE, LOCATION & INVERT W/ MECHANICAL) CB 1 RIM=936.39 INV=933.39 CMBH 2 W/ SUMP RIM=936.95 INV (NE)=933.00 INV (W)=932.90 INV (E)=932.80 SUMP=929.80 CBMH 3 RIM=936.06 INV(N)=932.38 INV(W,NE)=932.28 99 LF-12" PVC @ 0.5% 104 LF-15" PVC @ 0.5% 19 LF-15" RCP @ 0.5% FES 4 INV=932.19 ROOF LEADER STUB 73 LF - 8" PVC @ 2.1% INV=934.50 (VERIFY SIZE, MATERIAL, & INVERT W/ MECH) 86 LF-12" PVC @ 2.5% ROOF LEADER STUB 23 LF - 8" PVC @ 1.8% STUB INV=934.50 WYE INV=934.09 (VERIFY SIZE, MATERIAL, & INVERT W/ MECH) ROOF LEADER STUB INV=934.50 (VERIFY SIZE, MATERIAL, & INVERT W/ MECH) ROOF LEADER STUB 13 LF - 8" PVC @ 9.6% STUB INV=934.50 WYE INV=933.25 (VERIFY SIZE, MATERIAL, & INVERT W/ MECH) INSTALL 45° BEND INV=930.08 N SCALE IN FEET 0 20 40 UTILITY PLAN C4-1 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 12:53 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 UTILITY PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys - PE 53706 20499 TDG TDG/MDC TDG 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR UTILITY PLAN C4-1 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. 73 23 CIVIL LEGEND Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2018 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8.PROPOSED PIPE MATERIALS: SANITARY SEWER PVC SCH 40 4" DIAMETER STORM SEWER RCP 15" DIAMETER (SEE PLAN) PVC SDR 35 8" TO 15" DIAMETER (SEE PLAN) 9.ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 4" PVC SCH 40. 10.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 11.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. CIVIL DETAILS C8-1 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 12:53 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 CIVIL DETAILSOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys - PE 53706 20499 TDG TDG/MDC TDG 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR CIVIL DETAILS C8-1 CONCRETE SIDEWALK SECTION 4" CONCRETE WALK MN/DOT 2521 4" GRANULAR MATERIAL MN/DOT 3149 DRAWN 12/2016 LOUCKS PLATE NO. 2034LOUCKS FLAT CURB AND GUTTER (12") DRAWN 2/2016 LOUCKS PLATE NO. 2012LOUCKS SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE TIP GUTTER OUT AS REQ'D PAVEMENT SECTION VARIES MIN. OF 4" 3/8 " LIP AGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 7" 12"8" AGG. BASE VARIES 1/2" RAD. 20" SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. CONCRETE SIDEWALK- WIDTH & SECTION VARY REFER TO SITE PLAN STANDARD GUTTER 8"A 6" 13.5" 1 2" RAD. 24"B624 B618 18" B612 12" CURB TYPE "A" MIN. OF 4" AGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 3/8 " LIP 3" RAD. 1 3 3" RAD. AGG. BASE VARIES PAVEMENT SECTION VARIES SEE PAVEMENT SECTION DETAIL SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE (3/4" PER FT. TYP.) TIP GUTTER OUT AS REQ'D B6 STYLE CONCRETE CURB AND GUTTER MINIMUM 1' BEHIND BACK OF CURB 7" SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. DRAWN 2/2016 LOUCKS PLATE NO. 2009LOUCKS 1.5" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230B 6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE STANDARD BITUMINOUS PAVEMENT SECTION PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY BRAUN INTERTEC, DATED 8/4/2021 GEOTEXTILE FILTER FABRIC TYPE V, MN/DOT 3733.2 DRAWN 12/2016 LOUCKS PLATE NO. 2031LOUCKS 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230B 8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION GEOTEXTILE FILTER FABRIC TYPE V, MN/DOT 3733.2 DRAWN 12/2016 LOUCKS PLATE NO. 2032LOUCKS PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY BRAUN INTERTEC, DATED 8/4/2021 8" COMPACTED AGGREGATE BASE CL. 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE 6" CONCRETE MN/DOT 2301 CONCRETE PAVEMENT SECTION NOTES: 1.CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS. 2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). 3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. DRAWN 12/2016 LOUCKS PLATE NO. 2033LOUCKS FLOW SECTION A-A SECTION B-B NOTES: VARIABLE THICKNESS HDPE ADJUSTING RINGS AS REQUIRED. MIN. OF 4" ADJUSTMENT AND MAX. OF 12" ADJUSTMENT. USE LARGER ADJUSTMENT RINGS TO MINIMIZE THE NUMBER OF JOINTS. INCLUDE ONE 2" RING IMMEDIATELY UNDER THE CASTING. USE TAPERED RINGS TO MATCH CASTING TO STREET GRADE. APPLY BUTYL SEALANT BETWEEN ALL THE JOINTS. CONCRETE RINGS SET IN A MORTAR BED ARE ACCEPTABLE. ADJUST CASTING TO 14" - 12" BELOW FINISHED GRADE, TYPICAL FOR ALL CASTINGS IN PAVEMENT NOTE: ALL CONNECTIONS THROUGH MH SHALL HAVE A RUBBER BOOT. ANY FIELD ADDED OPENING FOR PIPE SHALL BE CORE DRILLED AND AN ELASTOMERIC RUBBER BOOT INSTALLED.OFF ROAD MARKERM H INSTALL WHEN M.H. IS PLACED OUTSIDE OF THE ROADWAY. BENCH SLOPE STANDARD SANITARY SEWER MANHOLE MANHOLE CASTING AND COVER, NEENAH R-1642 OR APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES. 1.WHERE WATER MAY STAND, TOP OF MH SHALL BE 2 FEET ABOVE GROUND, AND/OR 2 FEET ABOVE THE 100 YEAR STORM WATER LEVEL. 2.ON MANHOLES 8' DEEP AND GREATER A ONE FOOT FOUR INCH (1'-4") PRECAST SECTION SHALL BE PLACED IMMEDIATELY BELOW CONE SECTION. 3.WHEN MANHOLE DEPTH IS LESS THAN 8', A TOP SLAB SHALL BE USED IN PLACE OF THE CONE. TOP SLAB SHALL BE SUITABLE FOR AASHTO HS20 HIGHWAY LOADINGS. THE SLAB SHALL BE SET ON A MORTAR BED. 4.ALL JOINTS BETWEEN SECTIONS SHALL HAVE RUBBER O-RING GASKETS. 5.MINIMUM BASE SLAB THICKNESS, 6" TO 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14'. STEPS 16" O.C. ON DOWNSTREAM SIDE. EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC. 20" TO SPRING LINE (MAX.) SLOPE 2"/FOOT 7" 27" 48"4'1'-4"A B B A AS NEEDEDDRAWN 2/2016 LOUCKS PLATE NO. 4000LOUCKSTYPICAL ADA PARKING STALL STRIPING DRAWN 03/2017 LOUCKS PLATE NO. 2037LOUCKS LCC 4" WIDE PAINTED LINES, TRAFFIC WHITE 4" WIDE PAINTED LINES, 18" O.C., @ 45 DEG. TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) REFER TO SITE PLAN FOR STALL DIMENSIONS 40"PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. HC SIGNAGE PER MINNESOTA RULES 1341.0502 ALL LINES 4" WIDE 8" DIAMETER NOT TO SCALE 67.5° 5° 36" TYPICAL ADA PARKING SIGN ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) "VAN ACCESSIBLE" SIGN GRADE NOTES: 1.PROVIDE (1) SIGN PER STALL 2.HC SIGNAGE PER MINNESOTA RULES 1341.0502 3.SEE DETAIL 2041 FOR SIGN INSTALLATION. HANDICAP PARKING SIGN NOT TO SCALE60"-66""NO PARKING" ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) GRADE NOTES: 1.PROVIDE (1) SIGN PER ACCESS AISLE 2.HC SIGNAGE PER MINNESOTA RULES 1341.0502 3.SEE DETAIL 2041 FOR SIGN INSTALLATION. HANDICAP ACCESS AISLE NO PARKING SIGN NOT TO SCALE60"-66"DRAWN 12/2016 LOUCKS PLATE NO. LOUCKS VAN ACCESSIBLE VIOLATORS ARE SUBJECTTO A FINE OF UP TO $ 200.00 PARKINGRESERVED SECTION A-A PLAN SECTION B-B DIA. 2' 2'1 4 LDIA.B B AA RIPRAP 48 15 42 36 30 24 18 12 20 8 10 12 14 18 16 8 >48 22-28 30-40 26 5 6 8 12 22 14 5 IV IV III III III III IV III III MINIMUM RIPRAP REQUIRED GEOTEXTILE FABRIC, TYPE IV EXTEND 1' UNDER APRON RIP-RAP OUT FROM THE APRON SHALL NOT BE HIGHER THAN THE APRON INVERT. RANDOM / HAND PLACED RIPRAP 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) GEOTEXTILE FABRIC, TYPE IV NOTE: ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS. RIPRAP 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) 6" GRANULAR FILTER MATERIAL 32-40 32 5 7 10 13 27 17 5 CMP/HDPE QUANTITY (C.Y.) RCP QUANTITY (C.Y.) DIA. OF PIPE (IN.)L (FT.)CLASS 6" GRANULAR FILTER MATERIAL DRAWN 2/2016 LOUCKS PLATE NO. 4308LOUCKS CIVIL DETAILS C8-2 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 12:54 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C8-2 CIVIL DETAILSOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys - PE 53706 20499 TDG TDG/MDC TDG 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR CIVIL DETAILS C8-2 NOTE: GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ·FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY BE USED FOR FOUNDATION MATERIALS. ·BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF MNDOT SPECIFICATION 3149.2B1, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE INCH (1") SIEVE. ·BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT. PLASTIC PIPE BEDDING PLASTIC PIPE 18"18"PIPE WIDTH ENCASEMENT BEDDING FOUNDATION (MAY NOT BE REQUIRED) 12" 6" BACKFILL COMPACTED AS SPECIFIED EXCAVATED TRENCH WIDTH DRAWN 2/2016 LOUCKS PLATE NO. 4008LOUCKS CONCRETE PIPE BEDDING RCP PIPE 18"18"PIPE WIDTH COMPACTED SAND OR 3 4" TO 1-1 2" CLEAR ROCK (AS DIRECTED) COMPACTED SUBGRADE 6" COMPACTED BACKFILL EXCAVATED TRENCH WIDTH RCP PIPE 18"18"PIPE WIDTH SHAPE BOTTOM OF EXISTING TRENCH MATERIAL TO FIT PIPE BARREL. COMPACTED BACKFILL EXCAVATED TRENCH WIDTH CLASS C BEDDING CLASS B BEDDING DRAWN 2/2016 LOUCKS PLATE NO. 4310LOUCKS DOWNSPOUT CONNECTION DRAWN 05/2019 LOUCKS PLATE NO. LOUCKS PLASTIC PIPE BACKFILL & BEDDING TYP-SEE DETAIL BUILDING SEE ARCHITECTURAL OUTLET PIPE REFER TO UTILITY PLAN FLOW CUSTOM DOWNSPOUT ADAPTER INSERTED INTO RISER PIPE SCH 40 PVC RISER PIPE SCH 40 PVC 90° BEND PROPOSED BUILDING FFE=938.50 8 8 8 8 8 8 8 8 8 8 88888884 FUTURE EXPANSION LIMITS OF IRRIGATION TYP MAINTAIN AND PROTECT EXISTING TREES. TYP. MAINTAIN EXISTING LANDSCAPE MAINTENANCE STRIP MAINTE N A N C E S T R I P PROPOSED BUILDING FFE=938.50 8 8 8 8 8 8 8 8 8 8 88888884 FUTURE EXPANSION 5 JT 3 QA 2 IH 8 AH 1 AE 31 SG 14 FG 14 SD 20 BC 2 IH 17 SG 2 WB 2 WHP 1 WB 3 WHP 22 SG 7 AH 38 SH 22 WC EXISTING MONUMENT SIGNAGE ENTERANCE SIGNAGE BY OTHERS DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE AE 1 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal IH 4 IMPERIAL HONEYLOCUST Gleditsia triacanthos `Impcole` TM B & B 2.5"Cal QA 3 QUAKING ASPEN Populus tremuloides B & B 1.5"Cal WB 3 WHITESPIRE BIRCH CLUMP Betula populifolia `Whitespire Sr.`B & B 8` HGT EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE WHP 5 WHITE PINE FULL FORM Pinus strobus B & B 6` HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE JT 5 JAPANESE TREE LILAC Syringa reticulata B & B 1.5"Cal SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING AH 15 ANNABELLE HYDRANGEA Hydrangea arborescens `Annabelle`5 gal 24" HGT 48" o.c. GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING FG 25 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster`1 gal 24" o.c. SH 38 PRAIRIE DROPSEED Sporobolus heterolepis 1 gal 24" o.c. CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING BC 22 BLUE CHIP JUNIPER Juniperus horizontalis `Blue Chip`5 gal 18" SPRD 48" o.c. EGA 14 EMERALD GREEN ARBORVITAE Thuja x 'Emerald Green'10 gal 36" HGT 36" o.c. SG 70 SEA GREEN JUNIPER Juniperus chinensis `Sea Green`5 gal 18" SPRD 60" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING SD 15 STELLA D` ORO DAYLILY Hemerocallis x `Stella de Oro`1 gal 24" o.c. WC 22 WALKERS LOW CATMINT Nepeta x faassenii `Walkers Low`1 gal 24" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME SM 1 STONE MULCH PLACE ROCK OVER GEOTEXTILE FABRIC ST STORMWATER SEED MIX WETLAND GRASS & SEDGE MIXTURE SEED TURF SEED SOD TURF SOD WM WOOD MULCH PLACE OVER GEOTEXTILE FABRIC. MULCH COLOR TO BE DARK BROWN PLANT SCHEDULE LANDSCAPE PLAN L1-1 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 12:54 PMW:\2020\20499\CADD DATA\LANDSCAPE\_dwg Sheet Files\LA 1-1 LANDSCAPE PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL Nathan W. Ekhoff - LA Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 52050 Project Lead Drawn By Checked By Loucks Project No.20499 NWE NWE TDG 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR LANDSCAPE PLAN L1-1 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. N SCALE IN FEET 0 20 40 LANDSCAPE REQUIREMENTS: LANDSCAPE REQUIREMENTS: THE REQUIREMENTS FOR THE LANDSCAPE IS PROPERTY DIVIDED BY THE NUMBER REQUIRED BY THE CITY. PROPERTY LINEAR FT. 952.89 EXISTING BUILDING SQFT. 1,957 PHASE 1 ADDITION AREA: 4,360 SF PHASE 2 ADDITION AREA 890 SF TOTAL BUILDING AREA: 7,207 SF OVERSTORY REQUIRED : 952.89/100 = 10 OVERSTORY PROVIDED: 11 CONIFEROUS REQUIRED: 952.89/200 = 5 CONIFEROUS PROVIDED: 5 ORNAMENTAL REQUIRED: 952.89/100 = 5 ORNAMENTAL PROVIDED: 5 SHRUBS REQUIRED: 952.89/ 30 = 32 SHRUBS PROVIDED: 32 PARKING LOT SCREENING PROVIDED WITH EVERGREEN SHRUBS EVERGREEN SHRUBS PROVIDED: 106 LANDSCAPE DETAILS L2-1 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 12:54 PMW:\2020\20499\CADD DATA\LANDSCAPE\_dwg Sheet Files\LA 2-1OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL Nathan W. Ekhoff - LA Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 52050 Project Lead Drawn By Checked By Loucks Project No.20499 NWE NWE TDG 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR LANDSCAPE DETAILS L2-1 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. LOUCKS Deciduous Tree Planting.dwgSCALE: 1/2" = 1'-0" 2x ROOT BALL WIDTH NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DECIDUOUS TREE PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES WOOD STAKE BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. -CONIFEROUS TREE PLANTING LOUCKS Coniferous Tree Planting.dwgSCALE: 1/2" = 1'-0" 2 x ROOT BALL WIDTH NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ROOT BALL SET ON UNDISTURBED SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. SAFETY FLAGGING - ONE PER WIRE 16" x2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. - GENERAL NOTES COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. SOIL & GROUNDCOVER ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PLANTINGS INFO ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. FERTILIZER ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. EDGING FOR PLANTING BEDS BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. PLANTING BED PREPARATION ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. INSPECTION AND WARRANTY CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TIMING OF INSTALLATION UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. IRRIGATION NOTES: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT NOR SHALL THE SYSTEM SPRINKLE THE BUILDING. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. LANDSCAPE INSTALLATION: SHRUBS TO BE PLACED SO THAT SHREDDED HARDWOOD MULCH - 3" DEEP. LANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL - SEE SPEC. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING LOOSEN ROOTS OF ALLCONTAINERIZED PLANTS. EDGE VARIES - REFER TO PLAN REFER TO PLAN 18" MIN. SCALE: 3/4" = 1'-0" SHRUB PLANTING DETAIL EDGING MATERIAL - SEE SPEC. BUILDING WALL (TYP) TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. 1 L2-1 PERENNIAL PLANTING SCALE: 3/4" = 1'-0"Perennial.Dwg LOOSEN ROOTS OF PLANT MATERIAL PRIOR MULCH - 3" MIN. DEPTH - SEE NOTES OR SPECS. EDGER - SEE NOTES OR SPECS. 12" DEPTH (MIN). LOAM PLANTING SOIL - SEE NOTES OR SPECS. VARIES SEE PLAN TO PLANTING EDGE VARIES - SEE PLAN 2 L2-1 15 FIP 2'OS 936.1216 FIP 4'OS 936.06 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Watts Lum. Lumens BUG Rating 4 AA-1 SINGLE 0.850 Gardco #P15-P-A05-740-BLC Mounted On A 22.5' Square Steel Pole And 2.5' Base 69 7782 B1-U0-G2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Parking Lot Surface Illuminance Fc 1.88 2.9 0.8 2.35 3.63 Property Line Illuminance Fc 0.13 1.2 0.0 N.A.N.A. Trunk Highway 61 - Midline Illuminance Fc 0.00 0.0 0.0 N.A.N.A. AA-1 MH: 25 AA-1 MH: 25 AA-1 MH: 25 AA-1 MH: 25 0.9 1.9 2.6 2.8 2.5 1.8 1.3 0.9 1.0 1.3 1.8 2.3 2.6 2.5 2.3 1.8 1.4 1.0 0.8 2.3 2.7 2.8 2.3 1.8 1.6 1.6 1.7 1.9 2.1 2.1 2.0 1.9 1.6 1.4 1.1 0.8 2.4 2.7 2.6 2.3 2.0 1.9 1.9 1.9 2.0 2.0 1.9 1.9 1.8 1.6 1.4 1.1 1.0 1.4 1.8 2.0 2.1 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.2 2.3 2.3 1.7 1.4 0.9 1.1 1.4 1.6 1.8 1.9 1.9 2.0 1.9 1.9 1.8 1.8 2.0 2.4 2.8 2.9 0.9 1.4 1.8 2.1 2.2 2.3 2.2 1.9 1.7 1.4 1.4 1.6 2.1 2.5 2.8 2.8 2.4 1.7 1.2 2.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.7 1.0 1.2 1.2 1.2 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Illuminance Levels At The Property Line Are All Less Than .5 Footcandles Except On The West Side Where The Property Line Fronts Trunk Highway 61. The Illuminance Values At The Midline Of Trunk Highway 61 = 0. Luminaires Are Full Cutoff Type - No Light Above 90 Degrees. Uplight = 0. Lighting by: Charlie Leavitt, LC, MIES Lighting Fundamentals, LLC PO Box 50827 Mendota, MN 55150-0877 charlie@lightingfundamentalsllc.net PROPOSED BUILDING FFE=938.50FUTURE EXPANSION N SCALE IN FEET 0 20 40 C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 09 /16 / 2021 12:55 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\P1-1 PHOTOMETRICS PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 LAKEVIEW FAMILY DENTISTRY 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN CONSTR U C T I O N NOT FOR PHOTOMETRICS PLAN P1-1 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. 73 23 CIVIL LEGEND Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SHEET NUMBER / TITLE: REVISION: DATE: ISSUE: DATE: PROJECT LOCATION: PROJECT NO.: DRAWN BY: CHECKED BY: PROJECT INFORMATION: CLIENT: CONSULTANT: MARIE CARRELL LAKEVIEW FAMILY DENTISTRY 14475 FOREST BLVD N HUGO, MN 55038 © COPYRIGHT WILKUS ARCHITECTSCOVER SHEET G-000 08/13/21 2020-0380 KPP HUGO, MN EKB CITY SUBMITTAL CITY SUBMITTAL 09/03/2114475 FOREST BOULEVARD NORTHHUGO, MINNESOTA 55038LAKEVIEW FAMILYDENTISTRY EXPANSIONSheet Number Sheet Name Current Revision GENERAL G-000 COVER SHEET CIVIL C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES AND DETAILS C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS LANDSCAPE ARCHITECTURE L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS PHOTOMETRICS P1-1 PHOTOMETRICS PLAN ARCHITECTURAL A-100 FLOOR PLAN A-200 EXTERIOR ELEVATIONS SHEET INDEX TRUE NORTH PROJECT LOCATION TRUE NORTH PROJECT : LAKEVIEW FAMILY DENTISTRY EXPANSION DESCRIPTION : SELECTIVE DEMOLITION, PARTIAL INTERIOR REMODEL, ADDITION, AND ASSOCIATED SITEWORK FOR AN EXPANSION OF AN EXISTING DENTAL OFFICE. ADDRESS : 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 PARCEL ID : 20-031-21-31-0023 ZONING : C-1, CENTRAL BUSINESS CURRENT USE : PROFESSIONAL SERVICES (DENTIST) PROPOSED USE : PROFESSIONAL SERVICES (DENTIST) OCCUPANCY TYPE : B BUILDING HEIGHT : 1 STORY BUILDING AREA : 1,957 SF EXISTING 4,360 SF ADDITION 6,317 SF TOTAL FIRE PROTECTION : NOT SPRINKLERED PROJECT DATA REGULATORY AUTHORITIES ZONING CITY OF HUGO PLANNING/COMMUNITY DEVELOPMENT 14669 FITZGERALD AVE. N. HUGO, MN 55038 (651) 762-6304 RJUBA@CI.HUGO.MN.US BUILDING CITY OF HUGO MECHANICAL BUILDING DEPARTMENT ELECTRICAL 14669 FITZGERALD AVE. N. HUGO, MN 55038 (651) 762-6339 J.HOISTAD@CI.HUGO.MN.US PLUMBING STATE OF MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY 443 LAFAYETTE ROAD N. ST. PAUL, MN 55155 (651) 284-5005 FIRE CITY OF HUGO FIRE DEPARTMENT 5323 140TH ST N HUGO, MN 55038 (651) 429-6366 GDUNCANSON@CI.HUGO.MN.US WATER/ CITY OF HUGO SEWER PUBLIC WORKS 6900 137TH STREET NORTH HUGO, MN 55038 (651) 762-6300 SANDERSON@CI.HUGO.MN.US PROJECT TEAM OWNER : LAKEVIEW FAMILY DENTISTRY 14475 FOREST BLVD N HUGO, MN (651) 426-8088 CONTACT : MARIE CARRELL, OWNER (651) 426-8088 MARIE.E.CARRELL@GMAIL.COM ARCHITECT : WILKUS ARCHITECTS, P.A. 15 NINTH AVE NORTH HOPKINS, MN 55343 (952) 941-8660 MATTHEW M. WILKUS, ARCHITECT-OF-RECORD EMILY BORUM, SR. PROJECT MANAGER (952) 843-5040 EKB@WILKUSARCH.COM CIVIL ENGINEER : LOUCKS, INC. 7200 HEMLOCK LANE, SUITE 300 MAPLE GROVE, MN 55369 (763) 424-5505 TREVOR GRUYS, PE (763) 496-6706 TGRUYS@LOUCKSINC.COM MECHANICAL ENGINEER : NELSON-RUDIE & ASSOCIATES, INC. 9100 – 49TH AVENUE N MINNEAPOLIS, MN 55428 (763) 367-7600 MICHAEL WOERLE, PE (763) 367-7600 ELECTRICAL ENGINEER : NELSON-RUDIE & ASSOCIATES, INC. 9100 – 49TH AVENUE N MINNEAPOLIS, MN 55428 (763) 367-7600 JEFFREY PEIHL, PE (763) 367-7600 STRUCTURAL ENGINEER : NELSON-RUDIE & ASSOCIATES, INC. 9100 – 49TH AVENUE N MINNEAPOLIS, MN 55428 (763) 367-7600 JOSEPH PIERCE, PE (763) 367-7600 PLUMBING : NELSON-RUDIE & ASSOCIATES, INC. 9100 – 49TH AVENUE N MINNEAPOLIS, MN 55428 (763) 367-7600 FREDERIC DECOURT, PE (763) 367-7600 PROJECT LOCATIONFOREST BLVD N / HWY 61FRENCHMAN RDI-35EFOREST BLVD N / HWY 61FRENCHMAN RD VICINITY MAP LOCATION MAP PROJECT PHASE I RENDERING PHASED CONSTRUCTION RENDERING ( PHASE II )( PHASE I )( EXISTING ) P P A -2005A-200 4 A-200 3 A-200 2 A-200 1 EXIST RESTROOM OPERATORY L OGO DI S P L AY STORAGE OPERATORY OPERATORY OPERATORY OPERATORY OPERATORY WAITING RECEPTION OFFICE LAKEVIEW PATIO 11'-0" x 10'-4" MARIE MULTI-PURPOSE ROOM S E L F IE W A L L EXIST STAIRSTOR STERILE EXIST OPERATORY EXIST OPERATORY EXIST OPERATORY EXIST OPERATORY 11'-0" x 10'-0" 11'-0" x 10'-0" 11'-0" x 10'-0" 11'-0" x 10'-0" LAB TRANSOMMED GA S S T ORA GE EMPLOYEE LOCKERS KIDS NOOK EXIST MED GAS STOR HALLWAY EXIST STAIR PHOTO STUDIO / FLEX OFFICE PANO 12" x 42"18" x 44"18" x 92"11'-0" x 10'-4" 12" x 42"18" x 44"18" x 92"11'-0" x 10'-4" 12" x 42"18" x 44"18" x 92"11'-0" x 10'-4" 12" x 42"18" x 44"18" x 92"11'-0" x 10'-4" 12" x 42"18" x 44"18" x 92"11'-0" x 10'-4" 12" x 42"18" x 44"18" x 92"MEN WOMEN (FUTURE MILL) VESTIBULE EGG LAKE PROPERTY LINE PROPERTY LINE 100' SETBACK FROM EGG LAKE ORDINARY HIGH WATER LEVEL(974 SF AREA PENDING VARIANCE APPROVAL) PARKING SETBACK PARKING SETBACK HALLWAY 50' DNR SETBACK FROM EGG LAKE ORDINARY HIGH WATER LEVELSHEET NUMBER / TITLE: REVISION:DATE: ISSUE: DATE: PROJECT LOCATION: PROJECT NO.: DRAWN BY: CHECKED BY: PROJECT INFORMATION: CLIENT: CONSULTANT: MARIE CARRELL LAKEVIEW FAMILY DENTISTRY 14475 FOREST BLVD N HUGO, MN 55038 © COPYRIGHT WILKUS ARCHITECTSFLOOR PLAN A-100 08/13/21 2020-0380 KPP HUGO, MN EKB CITY SUBMITTAL CITY SUBMITTAL 09/03/2114475 FOREST BOULEVARD NORTHHUGO, MINNESOTA 55038LAKEVIEW FAMILYDENTISTRY EXPANSIONN BUILDING INFORMATION: EXISTING BUILDING AREA: 1,957 SF PHASE I ADDITION AREA: 4,360 SF PHASE II ADDITION AREA: 890 SF TOTAL BUILDING AREA: 7,207 SF PROGRAM OPERATORY SURGERY OFFICE EXISTING PRESENT: 5 0 1 PHASE I TOTAL: 10 0 3 PHASE II TOTAL: 14 2 3 SITE FEATURES SHOWN FOR REFERENCE ONLY, TYP - REFER TO CIVIL TWO (2) ADA PARKING SPACES, ASSOCIATED SIGNAGE, AND LOADING ZONE - REFER TO CIVIL ADA CURB RAMP - REFER TO CIVIL NEW STOREFRONT AND STAFF ENTRY DOOR INSTALLED IN EXISTING OPENING SITE FEATURES SHOWN FOR REFERENCE ONLY, TYP - REFER TO CIVIL EXISTING STAIRCASE TO BASEMENT DOOR, NEW TREADS INSTALLED AS REQUIRED TO MEET RAISED PATIO - REFER TO CIVIL NEW STOREFRONT AND PATIO DOOR IN NEW OPENING NEW PATIO - REFER TO CIVIL APPROXIMATE LOCATION EXISTING GAS METER TO BE RELOCATED HATCHED REGION INDICATES AREA PENDING VARIANCE APPROVAL FROM 100' SETBACK FROM EGG LAKE ORDINARY HIGH WATER LEVEL NEW MAIN ENTRY SERVICE DOOR EGRESS DOOR AND ACCESS TO TRASH ENCLOSURE LINE INDICATES EXTENTS OF EXISTING BUILDING APPROXIMATE LOCATION EXISTING ELECTRICAL METER TO BE RELOCATED PROPOSED LOCATION OF NEW UTILITY METERS (FINAL LOCATION TBD) APPROXIMATE LOCATION OF CITY WATER ENTRY POINT APPROXIMATE LOCATION OF SANITARY LINE NEW SANITARY LINE AS REQUIRED (TBD) SCALE: 1/8" = 1'-0" A-100 FLOOR PLAN1 LOCATION OF EXISTING A/C CONDENSER UNIT LOCATION OF NEW A/C CONDENSER UNITS WOOD SLAT MONUMENT SIGN PHASE II ADDITION MAIN ENTRY GL-1 EF-1 RF-1 TR-1 BR-1 TR-1 RF-1X EF-1X GL-1X BR-1X EXISTING BUILDING PHASE I ADDITION NEW PATIO DOOR IN EXISTING WALL 100' - 0" FINISHED FLOOR 119' - 2" NEW ROOF 116' - 8" +/- EXISTING ROOF RF-1X EF-1X GL-1X GL-1 EF-1 RF-1 TR-1 GL-1 RF-1 GL-1 EXISTING BUILDING PHASE I ADDITION 119' - 2" NEW ROOF 100' - 0" FINISHED FLOOR 116' - 8" +/- EXISTING ROOF GL-2 EF-1 RF-1 TR-1 GL-1 EF-1 RF-1 TR-1 PHASE I ADDITION PHASE II ADDITION 119' - 2" NEW ROOF 100' - 0" FINISHED FLOOR 116' - 8" +/- EXISTING ROOF PHASE I ADDITION RF-1X EF-1X GL-1X BR-1X GL-1 EF-1 RF-1 TR-1 GL-2 EF-1 RF-1 TR-1 TR-1 PHASE II ADDITION PHASE I ADDITION EXISTING BUILDING MAIN ENTRY NEW STOREFRONT IN EXISTING OPENING 100' - 0" FINISHED FLOOR 119' - 2" NEW ROOF 116' - 8" +/- EXISTING ROOF GL-1 EF-1 RF-1 TR-1 TR-1 GL-1 EF-1X GL-1X BR-1X RF-1X EXISTING BUILDING PHASE I ADDITION EF-1 TRASH ENCLOSURE LOCATED TIGHT TO NORTH PROPERTY LINE TO MINIMIZE VISIBILITY PERIMETER LANDSCAPING AND PLANT SCREENING - REFER TO LANDSCAPE ARCHITECTURE SHEETS TRASH ENCLOSURE FINISHES TO MATCH BUILDING DESIGN SHEET NUMBER / TITLE: REVISION:DATE: ISSUE: DATE: PROJECT LOCATION: PROJECT NO.: DRAWN BY: CHECKED BY: PROJECT INFORMATION: CLIENT: CONSULTANT: MARIE CARRELL LAKEVIEW FAMILY DENTISTRY 14475 FOREST BLVD N HUGO, MN 55038 © COPYRIGHT WILKUS ARCHITECTSEXTERIOR ELEVATIONS A-200 08/13/21 2020-0380 KPP HUGO, MN EKB CITY SUBMITTAL CITY SUBMITTAL 09/03/2114475 FOREST BOULEVARD NORTHHUGO, MINNESOTA 55038LAKEVIEW FAMILYDENTISTRY EXPANSIONGENERAL NOTES EXTERIOR ELEVATION GENERAL NOTES: A. NEW EXTERIOR FINISHES TO MATCH EXISTING WHERE POSSIBLE. ALL FINISHES TO MATCH OVERALL DESIGN INTENT OF EXISTING BUILDING. B. REFER TO COLORED RENDERING ON SHEET G001 FOR DESIGN INTENT. C. PREFINISHED METAL ROOF GUTTERS TO WRAP FULL PERIMETER. D. DOWNSPOUTS SHOWN FOR DESIGN INTENT ONLY. FINAL LOCATIONS TBD. DISCHARGE DIRECTED AWAY FROM ADJACENT PROPERTY SCALE: 1/8" = 1'-0" A-200 MAIN ENTRY ELEVATION5 SCALE: 1/8" = 1'-0" A-200 EAST ELEVATION2 SCALE: 1/8" = 1'-0" A-200 NORTH ELEVATION3 SCALE: 1/8" = 1'-0" A-200 SOUTH ELEVATION1 SCALE: 1/8" = 1'-0" A-200 WEST ELEVATION4 EXTERIOR FINISHES KEY MATERIAL COLOR REMARKS EF-1 FIBER CEMENT SIDING MATCH EXISTING SIDING EF-1X WOOD SIDING GREEN/GRAY EXISTING TR-1 FIBER CEMENT TRIM/CASING MATCH EXISTING SIDING BR-1 BRICK MATCH EXISTING BRICK BR-1X BRICK BEIGE EXISTING GL-1 ALUMINUM STOREFRONT BLACK GL-2 ALUMINUM STOREFRONT BLACK GL-1X VINYL WINDOW FRAME BEIGE EXISTING RF-1 ASPHALT SHINGLE MATCH EXISTING RF-1X ASPHALT SHINGLE BROWN EXISTING NTS A-200 TRASH ENCLOSURE RENDERING6 FROSTED GLAZING NOTE: ALL PHASE II FINISHES TO MATCH PHASE I FINISHES AND DESIGN INTENT Agenda Number G.7 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: Fran and Mary Ann Miron. Interim Use Permit for Farmhand Living Quarters to be located on the property at 15250 Homestead Avenue North. DATE: September 30, 2021, for the City Council Meeting of October 4, 2021 LAND USE: Agricultural (AG) ZONING: Agricultural (AG) REVIEW DEADLINE: October 28, 2021 1. PLANNING COMMISSION UPDATE: At its September 23, 2021, meeting the Planning Commission held a public hearing and considered the request. Staff recommended approval of the interim use permit (IUP) for farmhand living quarters. The applicant’s representative spoke during the public hearing and described the operations of the dairy farm. The Planning Commission agreed the application met the requirements necessary to approve the IUP. The Planning Commission unanimously recommended approval of the IUP for farmhand living quarters to the City Council. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of an interim use permit (IUP) for farmhand living quarters to be allowed on the property. On properties 20 acres or more in size, located in the future urban service, rural residential, agricultural, and long term agricultural districts a second dwelling shall be allowed for living quarters for a farmhand. The property is approximately 38 acres in size and is being used for a dairy farm operation. The dairy farm is operated by the applicants with their son’s and their families. The applicants would like to build farmhand living quarters as a second dwelling on the property to open up the existing farm house to their son and his family. Miron Farmhand Living Quarters IUP 3. CONTEXT: A. Surrounding Land Use and Zoning The property zoned Agricultural (AG) and is guided as Agricultural in the 2040 Land Use Plan. The property is approximately 38 acres and is a dairy farm operation. The surrounding properties are also zoned AG and are large lots that are either vacant or occupied by single family homes. B. Natural Characteristics of Site The property is used for a dairy farm agricultural operation. There are pastures on the property as well as several agricultural building to serve the operation. 4. LEVEL OF DISCRETION IN DECISION-MAKING: The City’s discretion in approving or denying an interim use permit is limited to whether or not the proposed application meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the interim use permit. 5. ANALYSIS: A. Consistency with Ordinance Standards Staff used these standards to review the application and found that the request meets all applicable standards as follows. On properties 20 acres or more in size, located in the future urban service, rural residential, agricultural, and long term agricultural districts a second dwelling shall be allowed for living quarters for a farmhand. The second dwelling shall only be allowed with approval of an interim use permit upon finding that the following conditions have been met: 1. The primary use of the property shall be a bona fide agricultural operation of sufficient size to necessitate the assistance of a farmhand. The property is currently operated as an agricultural dairy farm. This is a large operation with existing assistance from employees and family members. 2. The living quarters shall be for employees hired to conduct work on the farm or members of the family. The living quarters will be occupied by members of the family that assist on the farm. 3. The living quarters shall not be used or rented out for any purpose other than agriculture. This is listed as a condition in the interim use permit. Miron Farmhand Living Quarters IUP 4. The living quarters shall meet all zoning and building code requirements. This is listed as a condition in the interim use permit. 5. There shall be no variances involved in the request. No variances are requested with this application. 6. Within 12 months of the date that agricultural operations on the property cease, the second dwelling shall be removed or the property shall be subdivided and meet all code requirements. This is listed as a condition in the interim use permit. 6. STAFF RECOMMENDATION: It’s in staff’s opinion that the request meets all the conditions required for an IUP. Staff recommended approval of the farmhand living quarters IUP subject to the conditions listed in IUP and the attached draft resolution to the Planning Commission. 7. PLANNING COMMISSION RECOMMENDATION: The Planning Commission agreed the application met the requirements necessary to approve the IUP. The Planning Commission unanimously recommended approval of the IUP for farmhand living quarters to the City Council. ATTACHMENTS: 1. Location Map 2. Approving Resolution 3. Interim Use Permit Homestead Avenue NorthMiron Interim Use Permit Location Map Hugo, MN Parcel Boundary selection Roads Hugo Border Parcel Boundary ¯0 250Feet1 in = 250 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\Miron.mxdSite Approximate Proposed Location RESOLUTION 2021-___ APPROVING AN INTERIM USE PERMIT TO ALLOW FARMHAND LIVING QUARTERS ON PROPERTY LOCATED AT 15250 HOMESTEAD AVENUE NORTH WHEREAS, Fran and Mary Ann Miron have requested approval of an interim use permit to allow farmhand living quarters on property located at 15250 Homestead Avenue North. WHEREAS, the property is legally described as: See Attached WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on September 23, 2021, 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 interim use permit to allow farmhand living quarters on property located at 15250 Homestead Avenue North, subject to the following conditions: 1. The applicant shall meet all requirements for Farmhand Living Quarters under section 90-276 of the City Code. 2. The living quarters shall meet all zoning and building code requirements. 3. Prior to the occupancy of the farmhand living quarters, a building permit shall be issued and all required work shall be completed. 4. The living quarters shall not be used or rented out for any purpose other than agriculture. 5. Within 12 months of the date that agricultural operations on the property cease, the second dwelling shall be removed or the property shall be subdivided and meet all City C ode requirements. ADOPTED by the City Council this 4th day of October 2021. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk CITY OF HUGO INTERIM USE PERMIT DATE OF APPROVAL: October 4, 2021 ADDRESS FOR WHICH CUP IS GRANTED: 15250 Homestead Avenue North LEGAL DESCRIPTION: See Attached OWNER: Fran and Mary Ann Miron ZONING DISTRICT: Agricultural (AG) THIS IUP ALLOWS FOR THE FOLLOWING: Farmhand Living Quarters THIS INTERIM USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The applicant shall meet all requirements for Farmhand Living Quarters under section 90-276 of the City Code. 2. The living quarters shall meet all zoning and building code requirements. 3. Prior to the occupancy of the farmhand living quarters, a building permit shall be issued and all required work shall be completed. 4. The living quarters shall not be used or rented out for any purpose other than agriculture. 5. Within 12 months of the date that agricultural operations on the property cease, the second dwelling shall be removed or the property shall be subdivided and meet all City Code requirements. ______________________________ Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 20___, 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 ___________________________________ Fran Miron ___________________________________ Mary Ann Miron STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this ____ day of ___________, 20___, before me, a Notary Public within and for said County, personally appeared Fran and Mary Ann Miron, husband and wife, 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 5524 Upper 146th Street North Hugo, MN 55038 Agenda Number G.8 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: David Lutz and James and Sharon Lutz. Conditional use permit request for a shared driveway on properties generally located south of 140th Street North and West of Keystone Avenue North. DATE: September 30, 2021, for the City Council Meeting of October 4, 2021 LAND USE: Agricultural (AG) ZONING: Agricultural (AG) REVIEW DEADLINE: October 16, 2021 1. PLANNING COMMISSION UPDATE: At its September 23, 2021, meeting the Planning Commission held a public hearing and considered the request. Staff recommended approval of the conditional use permit (CUP) for the shared driveway. There was no one that spoke during the public hearing. The Planning Commission agreed the application met the requirements necessary to approve the CUP. The Planning Commission unanimously recommended approval of the CUP for the shared driveway to the City Council. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of a conditional use permit (CUP) for a shared driveway between two parcels. Parcel A is currently landlocked and get accesses though Parcel B to the south to Keystone Avenue North. The driveway has been in place for several years and the applicant is requesting formal approval with the CUP. Both property owners have signed the application and an easement and maintenance agreement. Lutz Shared Driveway CUP 3. CONTEXT: A. Surrounding Land Use and Zoning The properties are zoned Agricultural (AG) and are guided as Agricultural in the 2040 Land Use Plan. Both properties are over 20 acres and are currently vacant. The surrounding properties are also zoned AG and are large lots that are either vacant or occupied by single family homes. B. Natural Characteristics of Site The properties are along the east side of South School Section Lake. They include vegetation and wetlands along the western portion of the sites. 4. LEVEL OF DISCRETION IN DECISION-MAKING: 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 Zoning Ordinance. If it meets these standards, the City must approve the conditional use permit. 5. ANALYSIS: A. Consistency with Ordinance Standards Staff used these standards to review the application and found that the request meets all applicable standards as follows: 1. The proposed use is permissible by law. The proposed use is allowed by conditional use permit. 2. The proposed use is keeping with the spirit and intent of the ordinance. The proposed use is allowed in the AG zoning district and will keep with the spirit and intent of the ordinance, which is intended to allow a shared driveway by a CUP as long as they comply with the regulations. 3. The proposed use is compatible with the City’s Comprehensive Plan and the character of the surrounding area. The use is existing and is compatible with the Comprehensive Plan and the shared driveway will not alter the character of the area. There are shared driveways in the area that provide access to land locked parcels. Lutz Shared Driveway CUP 4. The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The proposed use has adequate drainage, water supply, and utilities. A driveway permit will be required. 5. The proposed use has adequate road access. The property will have adequate road access to Keys tone Avenue North. 6. Technical Evaluation of Floodplain. The applicant is not proposing to impact any floodplain. 7. The proposed use should not increase the potential for flood damage. The proposed use would not obstruct the floodplain or increase the potential for flooding. 8. The proposed use will not damage or reduce the benefits the public receives from public waters. The proposed use would not damage or reduce the benefits from any public waters. 9. The use of watercraft on public waters. The proposed use would not involve the use of watercraft on public waters. 10. All structures shall be screened from view of public waters. The proposed use is not a structure visible from public waters. 11. Wetland impacts. The driveway is existing and does not impact any wetlands. 12. All state and local permits shall be acquired for the conditional use. The applicant would be responsible for obtaining all state and local permits. 13. Adequate screening and buffering from non-compatible uses and public rights-of-way. The proposed use is not visible from non-compatible uses. There is no need to screen the driveway from the public right-of-way. Lutz Shared Driveway CUP 6. STAFF RECOMMENDATION: It’s in staff’s opinion that the request meets all the conditions required for a CUP. Staff recommended approval of the shared driveway CUP subject to the conditions listed in the attached draft resolution to the Planning Commission. 7. PLANNING COMMISSION RECOMMENDATION: The Planning Commission agreed the application met the requirements necessary to approve the CUP. The Planning Commission unanimously recommended approval of the CUP for the shared driveway. ATTACHMENTS: 1. Location Map 2. Approving Resolution 3. Conditional Use Permit Keystone Avenue North140th S t r e e t N o r t h Kerry Court NorthLutz Conditional Use Permit Location Map Hugo, MN Site Roads Hugo Border Parcel Boundary ¯0 500Feet1 in = 500 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\Lutz CUP.mxdSite Existing Driveway RESOLUTION 2021-____ APPROVING A CONDITIONAL USE PERMIT TO ALLOW A SHARED DRIVEWAY FOR THE PROPERTIES GENERALLY LOCATED SOUTH OF 140TH STREET NORTH AND WEST OF KEYSTONE AVENUE NORTH WHEREAS David Lutz and James and Sharon Lutz have requested approval of a conditional use permit to allow a shared driveway for the properties generally located south of 140th Street North and West of Keystone Avenue North. WHEREAS, the subject properties are legally described as follows: (See attached) WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on September 23, 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 for a shared driveway on properties generally located south of 140th Street North and West of Keystone Avenue North, subject to the following conditions; 1. The Easement and Maintenance Agreement for the shared driveway shall be recorded at Washington County. 2. The applicant shall apply for a driveway permit at the time of building permit. ADOPTED by the City Council this 4th day of October 2021. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk CONDITIONAL USE PERMIT DATE OF APPROVAL: October 4, 2021 OWNERS: David Lutz James and Sharon Lutz LEGAL DESCRIPTIONS FOR WHICH CONDITIONAL USE PERMIT IS GRANTED: (See attached) ZONING DISTRICT: Agricultural THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: A shared driveway for properties located generally located south of 140th Street North and West of Keystone Avenue North are subject to the following conditions: Prior to issuance of a building permit: 1. A driveway permit shall be applied for. 2. A wetland delineation will be required for both properties. ______________________________ Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 2020, 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 acknowledge said instrument to be the free act and deed of said City of Hugo. __________________________________________ Notary Public ___________________________________ David Lutz STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this ____ day of ___________, 2020, before me, a Notary Public within and for said County, personally appeared David Lutz, owner, 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 ______________________________________ James Lutz ______________________________________ Sharon Lutz STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this ____ day of ___________, 2020, before me, a Notary Public within and for said County, personally appeared James and Sharon Lutz, husband and wife, 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 INSTRUMENT WAS DRAFTED BY THE CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 September 29, 2021 Honorable Mayor and City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: 2021 Downtown Improvement Project Adopting Assessments WSB Project No. 015887-000 Dear Mayor and Council, On June 21, 2021, City Council awarded the contract for the 2021 Downtown Improvement Project to Peterson Companies Inc. Proposed improvements for the 2021 Downtown Improvement project include street improvements and drainage improvements along the following roadways: 147th Street from just west of TH 61 to Finale Avenue The extension of 147th Street from Finale Avenue to Oneka Boulevard Flay Avenue north of 147th Street to its existing termination point Upper 146th Street from Finale Avenue to Fitzgerald Avenue 146th Street from Finale Avenue to Fitzgerald Avenue Finley Avenue from Upper 146th Street to 145th Street Fitzgerald Avenue from 147th Street to 146th Street Oneka Parkway at 147th Street (intersection and turn lanes) At the September 6, 2021 regular Council meeting, the Council adopted a resolution declaring costs to be assessed for the 2021 Downtown Improvement Project and scheduled the assessment hearing on the proposed assessments for October 4, 2021. The Notice of Assessment Hearing has been published in the official newspaper and mailed to the owners of each parcel described in the assessment roll at least two weeks prior to the hearing. As part of the assessment hearing, staff will give a PowerPoint presentation identifying the improvements, costs and detail payment options. Staff recommends the Mayor open the public hearing to take all comments and approve the resolution adopting assessments for the 2021 Downtown Improvement Project. Staff has prepared a resolution adopting the assessments for the 2021 Downtown Improvement Project for your consideration in accordance with the requirement of state statutes Chapter 429 for assessments to benefitting properties. A copy of the assessment roll is attached for your reference. If you have any questions or items you wish to discuss, you can contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. Mark Erichson, PE City Engineer Attachment Honorable Mayor and City Council September 29, 2021 Page 2 cc: Bryan Bear, City Administrator, City of Hugo Scott Anderson, Public Works Director, City of Hugo Liz Finnegan, Senior Engineering Technician, City of Hugo RESOLUTION NO. 2021 - RESOLUTION ADOPTING ASSESSMENTS FOR THE 2021 DOWNTOWN IMPROVEMENT PROJECT WHEREAS, pursuant to proper notice duly given as required by law, the council has met and heard and passed upon all objections to the proposed assessment against abutting property generally located along147th Street from just west of TH 61 to Finale Avenue, 147th Street from Finale Avenue to Oneka Parkway (new construction), Flay Avenue north of 147th Street to its existing termination point, Upper 146th Street from Finale Avenue to Fitzgerald Avenue, 146th Street from Finale Avenue to Fitzgerald Avenue, Finley Avenue from Upper 146th Street to 145th Street, and Fitzgerald Avenue from 147th Street to 146th Street The improvements include reconstruction of the existing roadways, extension of 147th Street from Finale Avenue to Oneka Parkway, installation of new concrete curb and gutter, storm sewer and drainage improvements, and repaving of the roadway. NOW, THEREFORE, IT BE RESOLVED, by the City Council of the City of Hugo, Minnesota, as follows: 1. Such assessment, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to be benefited by the proposed improvement in the amount of the assessment levied against it. 2. Such assessment shall be payable in equal annual installments extending over a period of 10 years, the first of the installments to be payable on or before the first Monday in January 2022, and shall bear interest at the rate of 4.00% per annum from the date of the adoption of this assessment resolution. To the first installment shall be added interest on the entire assessment from the date of this resolution until December 31, 2022. To each subsequent installment when due shall be added interest for one year on all unpaid installments. 3. The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the city finance director, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of this resolution; and he may, at any time thereafter, pay to the city finance director the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made before November 15 or interest will be charged through December 31 of the next succeeding year. 4. The city clerk shall forthwith transmit a certified duplicate of this assessment to the county auditor to be extended on the property tax lists of the county. Such assessments shall be collected and paid over in the same manner as other municipal taxes. Upon roll call, the following members voting AYE: Upon roll call, the following members voting NAY: Whereupon said resolution was declared passed and adopted this 4th day of October, 2021. Resolution 2021 - Page 2 of 2 ________________________ Tom Weidt, Mayor ATTEST: ___________________________________ Michele Lindau, City Clerk WSB Project: 2021 Downtown Improvement Project Project Location: City of Hugo Single Family Full Roadway Reconstruction:5,200.00$ WSB Project No.: 015887-000 /Unit Date: 9/1/2021 MapID PIN PROPERTY ADDRESS OWNER OWNER ADDRESS UNITS ROADWAY ASSESSMENT 1 2003121230058 HUGO MN LAVALLE MARVIN J & JUDITH E 3282 VELVET ST HINCKLEY MN 55037 0.0 ‐$ 2 2003121230057 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 0.5 2,600.00$ 3 2003121230054 5421 146TH ST N HUGO MN 55038 HERMANN KENNETH R & GINA T 5421 146TH ST HUGO MN 55038 0.5 2,600.00$ 4 2003121230043 HUGO MN DRAKE DOUGLAS W & MARY JPO BOX 221 HUGO MN 55038 0.0 ‐$ 5 2003121230041 5443 146TH ST N HUGO MN 55038 DRAKE DOUGLAS W & MARY JPO BOX 221 HUGO MN 55038 1.0 5,200.00$ 6 2003121230040 5455 146TH ST N HUGO MN 55038 RIVARD MARCEL H JR & LINDA M 5455 146TH ST N HUGO MN 55038 1.0 5,200.00$ 7 2003121230039 14556 FINLEY AVE N HUGO MN 55038 BIRCH RONALD C 14556 FINLEY AVE N HUGO MN 55038 1.0 5,200.00$ 8 2003121230049 5476 145TH ST N HUGO MN 55038 SAWACKE NORMAN N & PAULA K 5476 145TH ST N HUGO MN 55038 0.5 2,600.00$ 9 2003121230053 5490 145TH ST N HUGO MN 55038 KAMMAN PHILIP LEROY 5490 145TH ST HUGO MN 55038 0.67 3,484.00$ 10 2003121230052 5511 146TH ST N HUGO MN 55038 O'CONNOR JILL F & MARK R 5511 146TH ST N HUGO MN 55038 1.0 5,200.00$ 11 2003121230051 5519 146TH ST N HUGO MN 55038 ELBAZ TANJA 5519 146TH ST N HUGO MN 55038 1.0 5,200.00$ 12 2003121230050 5543 146TH ST N HUGO MN 55038 LOKKEN ANDREW 5543 146TH ST N HUGO MN 55038 1.0 5,200.00$ 13 2003121240062 5557 146TH ST N HUGO MN 55038 MARIER JOSEPH 5566 N 145TH ST HUGO MN 55038 1.0 5,200.00$ 14 2003121240061 HUGO MN MARIER TREFFLE J & EMA OPO BOX 75 HUGO MN 55038 ‐‐2,600.00$ * 15 2003121240060 HUGO MN MARIER T JPO BOX 75 HUGO MN 55038 ‐‐4,005.00$ * 16 2003121230036 5430 146TH ST N HUGO MN 55038 CIRESI MICHAEL & PAMELA 5430 146TH ST N HUGO MN 55038 0.5 2,600.00$ 17 2003121230037 5452 146TH ST N HUGO MN 55038 THIELBAR SARAH ANNE PO BOX 328 HUGO MN 55038 1.0 5,200.00$ 18 2003121230038 5470 146TH ST N HUGO MN 55038 LEMAY THOMAS J & SALLY A DESCHANE LEMAY 5470 146TH ST N HUGO MN 55038 1.0 5,200.00$ 19 2003121230029 5500 146TH ST N HUGO MN 55038 LEGROS TREVOR 5500 146TH ST N HUGO MN 55038 1.0 5,200.00$ 20 2003121230030 5510 146TH ST N HUGO MN 55038 RINEHART JAMES W & PAMELA J RINEHART 5971 MALLARD PONDS DR WHITE BEAR LAKE MN 55110 1.0 5,200.00$ 21 2003121230031 14590 FITZGERALD AVE N HUGO MN 55038 MIREAULT MIKE 14590 FITZGERALD AVE HUGO MN 55038 1.0 5,200.00$ 22 2003121230021 14624 FITZGERALD AVE N HUGO MN 55038 MARIER STEVEN J 14624 FITZGERALD AVE HUGO MN 55038 1.0 5,200.00$ 23 2003121230026 HUGO MN MARIER STEVEN J 14624 FITZGERALD AVE HUGO MN 55038 0.0 ‐$ 24 2003121230027 5519 UPPER 146TH ST N HUGO MN 55038 ERHARDT GARY J & NANCY E 5519 UPPER 146TH ST HUGO MN 55038 1.0 5,200.00$ 25 2003121230055 14620 FINLEY AVE N HUGO MN 55038 ROED SHAWN R 14620 FINLEY AVE N HUGO MN 55038 1.0 5,200.00$ 26 2003121230034 5445 UPPER 146TH ST N HUGO MN 55038 BAILEY TYLER 5445 UPPER 146TH ST N HUGO MN 55038 1.0 5,200.00$ 27 2003121230035 14617 FINALE AVE N HUGO MN 55038 TREPANIER TROY 14617 FINALE AVE N HUGO MN 55038 0.5 2,600.00$ 28 2003121230024 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 0.5 2,600.00$ 29 2003121230023 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 0.5 2,600.00$ 30 2003121230022 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$ 31 2003121230025 5524 UPPER 146TH ST N HUGO MN 55038 CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$ 32 2003121240066 5558 146TH ST N HUGO MN 55038 MARIER T JOSEPH 5582 146TH ST N HUGO MN 55038 ‐‐7,374.75$ * 33 2003121240065 5582 146TH ST N HUGO MN 55038 MARIER T JOSEPH 5582 146TH ST N HUGO MN 55038 ‐‐10,776.00$ * 34 2003121240022 HUGO MN MARIER T JOSEPH 5582 146TH ST N HUGO MN 55038 0.0 ‐$ 35 2003121240021 14609 FITZGERALD AVE N HUGO MN 55038 MARIER T JOSEPH 5582 146TH ST N HUGO MN 55038 1.0 5,200.00$ 36 2003121240020 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$ 37 2003121240006 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$ 38 2003121240013 14669 FITZGERALD AVE N HUGO MN 55038 CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$ 39 2003121240016 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$ 40 2003121240014 14683 FITZGERALD AVE N HUGO MN 55038 RAINER PETER C & BRENDA L 14683 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$ 41 2003121240017 HUGO MN RAINER PETER C & BRENDA L 14683 FITZGERALD AVE N HUGO MN 55038 0.0 ‐$ 42 2003121240010 14719 FITZGERALD AVE N HUGO MN 55038 LARSON ERIC J 14719 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$ 43 2003121240007 HUGO MN QUINN MICHAEL J 14739 FITZGERALD AVE N HUGO MN 55038 0.0 ‐$ 44 2003121240008 14739 FITZGERALD AVE N HUGO MN 55038 QUINN MICHAEL J 14739 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$ 45 2003121240071 5583 147TH ST N HUGO MN 55038 BERNIER STEVEN J 5583 147TH ST N HUGO MN 55038 1.0 5,200.00$ 46 2003121240011 5601 147TH ST N HUGO MN 55038 JANSEN GLENN F & MARIE A 5601 147TH ST N HUGO MN 55038 1.0 5,200.00$ 47 2003121210029 5616 147TH ST N HUGO MN 55038 GRANGER & GRANGER LLP 53 1ST ST SE FOREST LAKE MN 55025 1.0 5,200.00$ 48 2003121210028 14793 FLAY AVE N HUGO MN 55038 MARIER MATTHEW V 14793 FLAY AVE N HUGO MN 55038 1.0 5,200.00$ 49 2003121210027 14795 FLAY AVE N HUGO MN 55038 GERTEN PAUL & SUSAN 14795 FLAY AVE N HUGO MN 55038 1.0 5,200.00$ 50 2003121210026 14819 FLAY AVE N HUGO MN 55038 BRUNOTTE BETTY J 14819 FLAY AVE N HUGO MN 55038 1.0 5,200.00$ 51 2003121210025 14847 FLAY AVE N HUGO MN 55038 REIMER JEANNINE M 14847 FLAY AVE N HUGO MN 55038 1.0 5,200.00$ 52 2003121210034 14830 FLAY AVE N HUGO MN 55038 GRANGER DARRELL A & MARLENE 14830 FLAY AVE N HUGO MN 55038 1.0 5,200.00$ 53 2003121210033 14816 FLAY AVE N HUGO MN 55038 KENT TYLER P & REBEKAH S 14816 FLAY AVE N HUGO MN 55038 1.0 5,200.00$ 54 2003121210032 14804 FLAY AVE N HUGO MN 55038 PASTORIUS ZACHARY J 14804 FLAY AVE N HUGO MN 55038 1.0 5,200.00$ 55 2003121210031 14792 FLAY AVE N HUGO MN 55038 MARIER JEFFREY A 14792 FLAY AVE N HUGO MN 55038 1.0 5,200.00$ 56 2003121210030 14770 FLAY AVE N HUGO MN 55038 SHIELDS ROBERT L & FRANCES D 14770 FLAY AVE N HUGO MN 55038 1.0 5,200.00$ 57 2003121210001 5558 147TH ST N HUGO MN 55038 GERDESMEIER MARY EPO BOX 358 HUGO MN 55038‐0358 1.0 5,200.00$ 58 2003121220001 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$ 59 2003121220002 HUGO MN ST JOHN BAPT CATH 14383 FOREST BLVD HUGO MN 55038 ‐‐ ‐$ ** 60 2003121220007 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$ 61 1903121110087 HUGO MN LAVALLE MARVIN J & JUDITH E 3282 VELVET ST HINCKLEY MN 55037 0.0 ‐$ TOTAL: 259,639.75$ Assessment Roll Residential * ‐ Assessment value obtained by Special Benefit Analysis ** ‐ Assessment prohibited by statute 19/30/2021 2:54 PMScheduled/posted meetings in greenSu Mo Tu We Th Fr Sa12345678910 11 12 13 14 15 1617 18 19 20 21 22 2324 25 26 27 28 29 3031October 2021Su Mo Tu We Th Fr Sa1234567 8 9 10 11 12 1314 15 16 17 18 19 2021 22 23 24 25 26 2728 29 30November 2021October 2021Sep 2627282930Oct 128:00am Citywide Cleanup11:00am FD Open House (Fire Hall) - 34567897:00pm City Council9:30am Bus Tour (Fire Hall)10111213141516Columbus Day (United States)7:00pm Parks Comm6:30pm BOZA7:00pm Planning Comm171819202122237:00pm City Council5:30pm EDA6:30pm Hist Comm242526272829306:30pm BOZA7:00pm Planning Comm31Nov 123456Halloween (United States)SUNDAY MONDAY TUESDAY WEDNESDAYTHURSDAY FRIDAY SATURDAY 29/30/2021 2:54 PMScheduled/posted meetings in greenSu Mo Tu We Th Fr Sa1234567 8 9 10 11 12 1314 15 16 17 18 19 2021 22 23 24 25 26 2728 29 30November 2021Su Mo Tu We Th Fr Sa123456789101112 13 14 15 16 17 1819 20 21 22 23 24 2526 27 28 29 30 31December 2021November 2021Oct 31Nov 1234567:00pm City CouncilElection Day (United States)78910111213Veteran's Day (United States)6:30pm BOZA7:00pm Planning Comm141516171819207:00pm City Council5:30pm EDA6:30pm Hist Comm7:00pm Parks Comm21222324252627Thanksgiving Day (United States)6:30pm BOZA7:00pm Planning CommDay After Thanksgiving Day (United States)282930Dec 1234SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY The following items were distributed at the Council meeting. RE: Spencer Goodman and Megan Kelly Property Address: 5490 1451h st. N, Hugo Mn, 55038 I am writing this letter to appeal the assessment on my property of $3484.00, for the current road work construction happening on Finley street. I recently purchased this home and closed on June 22"d, 2021. Upon working through the purchasing process, there had been no prior discussion about the road construction project, and after asking around, I learned that this has been in the works for quite some time. After some minor updates my fiance and I moved in August 15Y, 2021 and the road work commenced on August 25th with absolutely no prior knowledge. We did however receive a newsletter stating that the road tear up would begin on August 251h. Furthermore, during the process of them removing the roads, I received a knock at my door explaining to me that they needed to move the fire hydrant on the boulevard 6-8 feet into my yard. Then they left a large portion of my front yard tore up that I imagine will be my responsibility to fix. I will also need to maintain the area around the fire hydrant for the remainder of my ownership, now that it has been moved into my property. The previous Homeowner owned the property for approximately four months, and before that the homeowner Phil Kamann, lived there for twenty plus years. If I would have known that there would be almost immediate road construction, I would have attempted to purchase the home at a lesser cost or tried to get some of the funds escrowed into an account to pay for such assessment, therefore I do not believe it is my responsibility to incur these costs. Tyler and Rebekah Kent 14816 Flay Ave. N. Hugo, MN 55038 612-655-6595 tyler.p.kent@gmail.com Property Identification Number: 2003121210033 City of Hugo 14669 Fitzgerald Ave. N. Hugo, MN 55038 Dear City Council, This document serves as written objection to payment of the assessment of $5200 against the property listed above as paid by the undersigned parties. We object to payment of the assessment on the grounds that this home is sold and closing completed on October 4, 2021; the date of this hearing. As a result, we as the selling parties are forced by the title companies to pay the assessment based on, a pending status. The assessment is a tax based on increased value to the home due to the roadway improvements. Those roadway improvements had not been completed at the time of sale contract or the time of closing. Therefore, those improvements were not considered in the offer or the appraisal of the home. Furthermore, the assessment assigns tax liability beginning calendar year 2022. Given this information, we are being forced to pay a tax on a home that we do not own in a tax year after the sale of the home. Because a title company is withholding this amount out of closing and because the home was under firm contract at the time this was determined, I have no opportunity to negotiate the cost with the buyer. Therefore, I ask that the city disperse the funds back to us upon receipt from the title company. I can be contacted at the phone number and/or email listed above or the forwarding address listed below. This assessment should then be reassigned to the new homeowner who will be responsible for the home taxes in the year these will be assigned. Sincerely, Tvler Kent 14993 Drake St. NW, Andover, MN 55304 Rebekah Kent �En 0IviSa., 651-241-.gSoI r CITY OF K,r 1 e i I C( 2 ,4S . co�., 14669 Fitzgerald Avenue North, Hugo, MN55038. 651762-6300 • www.ci.hugo.mn.us EST. 1906 i September 17, 2021 RE: 2021 Downtown Street Improvement Project Assessment 14816 Flay Avenue North, Hugo, MN 55038 PID 20.031.21.21.0033 To Whom It May Concern: The City of Hugo is in the process of completing a roadway reconstruction project in the Downtown Area. Parcel 20.031.21.21.0033 is included on the proposed assessment roll for this improvement project and currently has a pending assessment. As per the 2021 Fee Schedule, the assessment for a complete roadway reconstruction project is $5,200.00 per single-family residential unit that benefits from the project. The final assessment roll for the 2021 Downtown Street Improvement Project will be adopted by the Hugo City Council during a special assessment hearing on October 4, 2021, at which time the assessment will become payable. However, the sale of parcel 20.031.21.21.0033 is scheduled for the morning of October 4, 2021 and the parties involved wish to pay off the pending assessment at the time of closing. Payment of $5,200.00 can be submitted to the City of Hugo at the time of closing and the City will hold these funds in an escrow account until the assessment becomes payable. Once the final assessment roll is adopted and the assessment is payable, the City will credit the escrow funds to PID 20.031.21.21.0033. Sincerely, Anna Wobse Interim Finance Director r CITY OF 14669 Fitzgerald Avenue North, Hugo, MN 55038 • (651) 762-6300 www.ci.hugo.mn.us EST. M. February 12, 2021 KENT TYLER P & REBEKAH S 14816 FLAY AVE N HUGO MN 55038 Property ID No.2003121210033 Re: 2021 Downtown Improvements Project City of Hugo; MN WSB Project No. 015887-000 Dear Property Owner(s): The City of Hugo accepted a feasibility study for the 2021 Downtown Improvements Project and scheduled a public hearing for said improvements. The project includes improvements to 147"' Street from just west of TH 61 to Finale Avenue, 147"' Street from Finale Avenue to Oneka Parkway (new construction), Flay Avenue north of 1471h Street to its existing termination point, Upper 146t" Street from Finale Avenue to Fitzgerald Avenue, 1461" Street from Finale Avenue to Fitzgerald Avenue, Finley Avenue from Upper 146t' Street to 145t' Street, Fitzgerald Avenue from 14r Street to 146"' Street, and Oneka Parkway at 147"' Street (intersection and turn lanes) in 2021. The project improvements will consist of constructing the new section of 147"' Street and reconstruct the existing roadways, adding concrete curb and gutter, drainage/storm sewer improvements, minor subgrade corrections, bituminous paving, and a trail addition along 14r Street. The City will hold a second neighborhood meeting to update residents of the public improvement process, assessment process, and provide estimated project costs and an opportunity for residents to share concerns that they would like addressed in the potential design. Please join us to discuss this project at a Neighborhood Meeting scheduled for: Wednesday, February 24, 2021 at 6:00 p.m. You can attend this meeting in person, where social distancing accommodations will be made. You are also welcome to attend the meeting via Zoom by logging on to httcs://zoom.us/join and enter Meeting ID 949 2596 6707 and Passcode 349820. There will also be a public hearing for this project as noted below: NOTICE OF PUBLIC HEARING ON THE 2021 DOWNTOWN IMPROVEMENTS PROJECT MOND", MARCH 1, 2021 @ 7:00 PM Notice is hereby given that the City Council of Hugo will meet remotely pursuant to MN Statute Sec. 13D.021 to consider the making of the Downtown Improvement Project. Those wishing to attend the public hearing at 7:00 p.m. on Monday. March 1. 2021, can log in to httcs://zoom.us/loin and enter Meeting ID: 814 3973 9401, Passcode: 523083, or attend the virtual meeting at City Hall. Such persons wishing to comment on the proposed improvement will be heard at this meeting. Comments can also be submitted in writing to City Clerk Michele Lindau prior to the meeting. Improvements made would assess benefited properties for all or a portion of the improvement, pursuant to Minnesota Statutes, Chapter 429 and pursuant to Minn. Stat. §§ 429.011 to 429.111. The estimated cost of the improvement is $3,656,800. A reasonable estimate of the impact of the assessment will be available at the hearing. Since your property is included in the Project, the City is required by state statute to provide you with this notice pertaining to the hearing on the improvements for the Project. If you have any questions, please contact me at 651-286-8463. Thank you. Sincerely, Mark Erichson PE City Engineer Attachments cc: Scott Anderson, Director of Public Works Liz Finnegan, Senior Engineering Technician Bryan Bear, City Administrator Michele Lindau, City Clerk kkp 8888$8$8888888888$8819 8 8 88888 8 8 888888 8 8 88 8888888 8N88 85888 ° N z d a I aoo „o o��eo� o0o e000maoo�aoo�oe aoo os e a e 8 N z 8 a 8 N N qn "o 8 c g i i i i 8 m�m22 8 8 8 i Z2 f'm 2 z f �oom�m a 9m 8 �gmm 4n oa 0 8 F z 8 2 F p i F c z f i F Fez 2 O i f z F o O o 0 z F z z F F z O F 0 c 0 o i O O 0 m f f p O 0 0 z z F F u" z F f ui L" a z F F 2 z F F z a i F u z F I $ F ❑ i a F u F a %•> 0 o 0 x>> o o 0 x 0 0 x z x o 0 0>>>> 0 x x 0 0 x x o z F 0 x 0 z 0 F 0 0 F o 0 x 0 o x >>> x x x x i z z 0 x i z z > x x z z i>> r o z >>>> x p 0 x x >> o x z x >>>> x x z z x x z z> x x z z x x z z 0 0 x 0 5 _> 0 0 >>>>>> x x 0 0 x x 0 0 xxx 0 o u u >> x z x F a i x z i x a G 9 x G^ x z H G z G G z z G ri >> G m z N G x a A G a 3 G o a a 0 0 Q a a F 0 6> a e G y ¢ 0 W a a o 9 a z c G z z G G z G o o >>> o a Q a a 0 0� a> a 0 9 x N z G z o>> z z a>> z z z S" > z z �' >> w o> 0 a o W o> z m a 4 e G z 12& m i i i> z a x g 0 0 0 0 0 0 0 0 z 0 m z u a a zz � � e a z zxG x Z. za6�Fz�,a LL �a����', _a�wxxxx888 p p 9a1 '"�'4 vais» w a 3 0 p a W W 0 rc F W m LL 5 p N W W m a o 6 0 0 0 LL 0 a W W a a m o a a o o t QQz f f W W F a z¢ d � W o m LL z a 0 F s 0 < W z 8 m NR g§12 2 8 8 i F i 2 MRR N88z N�88 0 0 p z z F F i o z 0 F o 0 0 0 0 0 >_ j> z 0 j F F 0 0 0 0 F o z F f z 0 F 0 F F 0 0 0 0 F F> 0 0: 0 0 j x z z p z F s p p 0 0 0 0 x p 0 'x i$ i N12 o O F 0 p x? F z F x z f o z s F Z O > z x F 2 O ; z x F o . a x F F F o tQi 0 F F 0 0 0 F g 0 0 >>>>>>;_= F F 0 0 Z z8 F F 0 0 zF i E 0 0 x 0 a o 0 l9 0 x s o V' z= G x x z z G G z x z >a G x x z G G o❑ x x G G 0 x o b z 0 G x x 0 z x G 0 0 x x z z G G 0 0 x x z z G G W >> a a> 9 9 z °� G x x a G >a z 0 >>> a x 0 u x z_ G i G x a> > G x a>> g x �. a x o op, >>$ 0 a x e z 0 a x 0 z 0 a x o x x z G G x x z z G x x z z x x z z x x z z x z z 0 0 0 0 0 0 0 0 5Mm 8 8 8 S 8 8 a m S 8 8 8 8 8 F 8 8 8 8 8 8 8 8 8 8 8 S S 8 8« 8 8 8 8 8 8 8 2S S« a e��� 88888888888888888888888888888888�8888�88"8� 91 «uB5 C ff d Sx P F n Sen � NBNNu�iBu �