Loading...
HomeMy WebLinkAbout07-26-2021 Council PacketAgenda Council Meeting Monday, July 26, 2021 6:00 P.M. Orono Council Chambers, 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 / www.ci.orono.mn.us Sign up for email notifications at www.ci.orono.mn.us The public is invited to address the council regarding any item on the regular agenda. If your topic is not on the agenda, you may speak during the Public Comments section. Roll Call Pledge of Allegiance Approval of Agenda Consent Agenda 1. City Council Meeting Minutes of July 12, 2021 2. Claims/Bills 3. Approval of Rental License 4. Appointment of Accountant – Carrie Krienke 5. Parks and Golf Course Superintendent Resignation and Recruitment 6. LA21-000036 – Aziz Siddiqui o/b/o David Weekley Homes and University of St. Thomas, Outlot A, Stonebay – Orono Crossings Final Plat – Resolution 7. LA21-000040 – Text Amendment related to dock licenses and Big Island Public Comments – (Limit 5 Minutes per Person) This is an opportunity for the public to address matters not on the agenda. The council will not engage in discussion or take action on items presented at this time. However, the council may refer issues to staff for follow up or consideration at a future meeting. Speakers should state their name and home address at the podium before speaking. Community Development Report 8. LA21-000042 – Mohegan Hansen Arch o/b/o CBS MN Properties, LLC, 2060 Wayzata Blvd West, Master Development Plan Approval, Zone Change, and Preliminary Plat – Resolution City Attorney Report City Administrator/Engineer Report 9. Water Conservation During Drought Mayor/Council Report Adjournment Agenda Council Meeting Monday, July 26, 2021 6:00 P.M. Orono Council Chambers, 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 / www.ci.orono.mn.us Sign up for email notifications at www.ci.orono.mn.us Upcoming Events 2021 08-02-21 Park Commission Work Session, Monday, 6:00 p.m. 08-09-21 Council Work Session, Monday, 5:00 p.m. 08-09-21 City Council Meeting, Monday, 6:00 p.m. 08-16-21 Planning Commission Meeting, Monday, 6:00 p.m. (Dennis Walsh) 08-23-21 Council Work Session, Monday, 5:00 p.m. 08-23-21 City Council Meeting, Monday, 6:00 p.m. 09-05-21 Official Holiday, City Offices Closed 09-06-21 Park Commission Meeting, Tuesday, 6:00 p.m. 09-13-21 Council Work Session, Monday, 5:00 p.m. 09-13-21 City Council Meeting, Monday, 6:00 p.m. 09-20-21 Planning Commission Meeting, Monday, 6:00 p.m. (Richard F. Crosby II) 09-27-21 Council Work Session, Monday, 5:00 p.m. 09-27-21 City Council Meeting, Monday, 6:00 p.m. MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, July 12, 2021 6:00 o’clock p.m. _____________________________________________________________________________________ Page 1 of 6 ROLL CALL The Orono City Council met on the above-mentioned date with the following members present: Mayor Dennis Walsh, City Council Members Matt Johnson, Aaron Printup, Richard Crosby III, and Victoria Seals. Representing Staff were City Attorney Soren Mattick, City Administrator/Engineer Adam Edwards, Public Works Superintendent David Goman, Finance Director Ron Olson, and Community Development Director Jeremy Barnhart. Mayor Walsh called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance led by Pack 289 Arrow of Light Den. APPROVAL OF AGENDA CONSENT AGENDA 1. CITY COUNCIL MEETING MINUTES OF JUNE 28, 2021 2. COUNCIL WORK SESSION MINUTES OF JUNE 28, 2021 3. CLAIMS/BILLS 4. APPROVAL OF LAWFUL GAMBLING ONE-DAY PERMIT – DECODING DYSLEXIA OF MINNESOTA 5. APPROVAL OF FIREWORKS DISPLAY 6. APPROVAL TO HIRE PART-TIME OFFICER 7. APPROVAL OF THE LELS MEMO OF UNDERSTANDING 8. APPROVAL OF THE EMBEDDED SOCIAL WORKER JOINT POWERS AGREEMENT 9. LA21-000041 – THOMAS AND JENNY WILSON, 1955 HERITAGE DRIVE, VARIANCES – RESOLUTION NO. 7202 10. LA21-000043 – ERIC LUTH O/B/O ONYX PERFORMANCE INVESTMENT, LLC, 135 ORONO ORCHARD RD, SANITARY SEWER EASEMENT VACATION – RESOLUTION NO. 7203 11. LA21-000044 – LECY BROS. HOMES & REMODELING, O/B/O JOHN AND LISA KAERCHER, 3297 CASCO CIRCLE, – RESOLUTION NO. 7204 12. LA21-000037 – ONYX PERFORMANCE INVESTMENT, LLC, 135 ORONO ORCHARD RD – ORCHARD CREEK FINAL PLAT – RESOLUTION NO. 7205 13. APPOINTMENT OF PUBLIC WORKS SUPERVISOR (STREETS AND STORMWATER) Crosby moved, Johnson seconded, to approve the Consent Agenda as submitted. VOTE: Ayes 5, Nays 0. MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, July 12, 2021 6:00 o’clock p.m. _____________________________________________________________________________________ Page 2 of 6 PUBLIC COMMENTS There were no public comments. PRESENTATION 14. Pack 285 Arrow of Light (AOL) Den David Herman noted the six gentlemen present have been with the Cub Scouts for 6 years and are based in Mound. This is their last module and is about public service; the group wants to learn about laws, how they are created, and how they can become good, law-abiding citizens. Mr. Herman noted Chief Farniok got back to him very quickly with the idea of the Pack coming to the City Council meeting this evening. The Pack was introduced to the City Council and had a time of Q&A to understand how City government works, and how each Councilmember ended up in City government. FINANCE DIRECTOR REPORT Finance Director Olson gave a monthly update on new home Building Permits in June and Year-to-Date contrasting the number of new homes over the last 3 years. He noted 2021 is far outpacing 2020 and they are already at 63% of the budget for the year which is a very positive sign for building permit revenue. He noted March, May, and June have been higher in revenue than the previous year. PUBLIC WORKS REPORT Public Works Superintendent Goman updated the Council and said the sewer flows are decreasing in the Navarre area with all the repairs that has been done over the past few years for the inflow and infiltration of groundwater. Johnson asked if the number being metered from the Met Council is going down. Mr. Goman replied yes. Administrator Edwards noted what they monitor month-to-month is the pump flow. Mayor Walsh looks forward to seeing those reports on the inflow and infiltration because the previous year they had around $250,000 they needed to spit out because of it. Mr. Olson cannot remember the exact number but stated it has doubled in five years. Seals asked how road work is going. Mr. Goman said it is proceeding, the Navarre area is pretty much done. Today the gas company started in the Casco Circle area and they are finishing the gas services in Park and Elm, and started the construction on Fagerness Point Road. MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, July 12, 2021 6:00 o’clock p.m. _____________________________________________________________________________________ Page 3 of 6 COMMUNITY DEVELOPMENT REPORT 15. LA21-000042 – Mohegan Hansen Arch o/b/o CBS MN Properties, LLC, 2060 Wayzata Blvd West, Master Development Plan Approval, Zone Change, and Preliminary Plat Staff presented a summary packet of information. Barnhart said the Applicant Mohegan Hansen is working on behalf of the owner Dale Richardson, who is requesting Preliminary Plat, Master Development Plan, and Zone Change approval to construct a 48-unit apartment building. This project is fairly consistent with the sketch plan the Council saw a few months ago with a few updates and changes. The project will require a Comprehensive Plan amendment because the density is lower than is guided for the project; Barnhart noted the City Council has already directed Staff to initiate that change and they are in the process to create a new land-use district for this property that would allow dropping the density below 20 units/acre as it came in at 18 units/acre. The project includes the creation of a 3-story building with one level of underground parking. This is a market rate project and has not been assisted financially. Units are a mix of 1-3 bedrooms with an exercise room, community room, and a rooftop deck on the south side of the building. It is a flat roof building which the Council seemed to support, and the R-PUD requirements suggest a pitched residential-style roof; however this allows the height without increasing a lot of mass. The main issue identified by Staff was the height of the building. The project came in at 30 feet 9 inches and the plans show 31 feet but the Applicant has agreed to reduce the height of each floor by one inch to get to 30 feet 9 inches. The Planning Commission reviewed this project at the June meeting and at the public hearing during that meeting they heard 3 primary concerns. First, neighbors to the north/northeast had concerns with the proposed patio in the northeast corner of the project as they felt that due the noise and general impact the patio should be relocated. Barnhart understands that the Applicant met with the neighboring property owners since that meeting and has prepared a sketch relocating that patio further south. Second, a need or desire for some fencing along the north property line to prevent trespassing into the single-family residential neighborhood. Third, the Planning Commission suggested that the height be kept to 30 feet 0 inches. Staff recommends approval subject to the five conditions including Met Council approval, Watershed District, City Engineer, and Fire Department approval, and approval of the Final Plat Development Agreement. Planning Commission also suggested the height no higher than 30 feet, relocating the patio from the northeast corner, and fencing along the north property line. Staff requests direction on a formal resolution and will come back with a resolution for either approval, denial, or any changes the City Council would like to see. Printup read about the fence on the north side and plantings; he asked if that comes at this stage or later on. Barnhart said it is not uncommon for the landscaping plan to be adjusted a bit as final grades and utility work is done, but if the Council decides to add additional landscaping for a screening perspective, they can direct that at this stage. Regarding fencing, they would like to see that detail as part of the final development package. Todd Mohegan, Mohegan Hansen Architectural Group, 1000 Twelve Oaks Center Drive, Suite 200, Wayzata, said the Planning Commission had issues with the 30 foot 9 inches and they settled on that number from comments from the City Council during the Sketch Plan. The height for the aesthetics of the units is critical and anything that can help with that would be appreciated. Mayor Walsh asked to hear more about the patio, plantings, and a recap of the meeting with neighbors. MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, July 12, 2021 6:00 o’clock p.m. _____________________________________________________________________________________ Page 4 of 6 15. LA21-000042 – Mohegan Hansen Arch o/b/o CBS MN Properties, LLC, 2060 Wayzata Blvd West, Master Development Plan Approval, Zone Change, and Preliminary Plat – Continued Dale Richardson, CBS Minnesota Properties, 4741 South Lake Sarah Drive, stated they invited all the neighbors to a meeting and had 12 come to the meeting. They discussed all of the items and agreed to relocate the patio more towards the center of the building, and agreed to do fencing on the north and east side. Mr. Richardson noted the concerns regarding landscaping is that the neighbors did not want larger trees on the back to shadow the pine trees that are planted there; neighbors wanted more shrubbery which the Applicant is more than willing to accommodate. He said none of the neighbors objected on the height of the building and basically said if it makes it a nicer project they have no issue with height at all. Mayor Walsh knows height may not be an issue for neighbors, but it may be an issue for the City Council. He asked to talk more about height. Mr. Richardson replied they are just trying to make it as nice as they possibly can and in doing post- tension construction on the building it gives some room but they still have to fit all the mechanicals and are trying to maintain an 8 foot (plus) ceiling height and do not want soffits coming down to 7 feet 6 inches. He noted it is a hardship to maintain a high-end building with a low ceiling, as the two just do not go together. They would like as much height as they can get but are trying to compromise at the 9 inches and hopes the City Council is receptive to it. Mayor Walsh brought discussion back to the Council. Johnson said that 30 feet in height is a hard number and the consideration they gave the Applicant was to go to the flat roof rather than pitched. He is in favor of the Staff recommendations as well as those added on from the Planning Commission: moving the patio, fencing, and the 30 foot maximum height. Crosby agrees with Johnson. Printup agrees and appreciated the comments. He thinks they can take some insight from Orono Woods and the backside in the fall and winter looking like a battleship. He thinks they can get plenty of screening back there. He agreed with the Staff report and Planning Commission comments. Seals agreed and said she was at the Planning Commission and is glad they are doing the fencing and moving the patio. She noted 30 feet is a very slippery slope with the City and she knows the Applicant is very smart and will design something within that box. Walsh said once the Council makes the height higher than 30 feet, that becomes the new 30 feet. The apartment complex that was approved is at 30 feet, the assisted living center is at 30 feet. Barnhart clarified the Council agreed to go up to 31 feet because of water table issues, but the project came in at 30 feet. Walsh agrees with the rest of the Council on the 30 feet. MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, July 12, 2021 6:00 o’clock p.m. _____________________________________________________________________________________ Page 5 of 6 15. LA21-000042 – Mohegan Hansen Arch o/b/o CBS MN Properties, LLC, 2060 Wayzata Blvd West, Master Development Plan Approval, Zone Change, and Preliminary Plat – Continued Seals moved, Crosby seconded, to direct Staff to draft a Resolution of Approval for the proposed Master Development Plan, Zone Change, Preliminary Plat, and incorporating Conditions A through H. VOTE: Ayes 5, Nays 0. 16. LA21-000040 – Text Amendment Related to Dock Licenses on Big Island Barnhart said Council directed Staff to draft a resolution that will allow the City to put in docks and then people could license a slip on one of the docks. Staff and the City Attorney’s office worked together to draft an ordinance. It was sent to the Lake Minnetonka Conservation District (LMCD) for comments and Barnhart’s takeaway from those conversations is that certain things may require additional approval, variances, or licenses. The LMCD provided comments which Barnhart has shared with the City Council. This ordinance allows the City to initiate the licensing program for docks on Big Island. He is open to feedback or changes from the Council and noted they received feedback from one of the property owners on Big Island requesting that the item be tabled. He received this after he assembled the packet, and said the suggestion to table is not part of the critical path for the ordinance, although it may be part of the critical path for issuing a license at certain locations. Johnson noted in one of the neighbor’s emails they listed things they would like to see. First, no canopies or lifts which Johnson thinks was sufficiently addressed, and second that it would be for the property owners only and not renters which Johnson thinks is reasonable. He knows that is a concern on Big Island with the VRBO and the Council is doing this to accommodate the property owners and not for them to increase activity out to Big Island. He suggested inserting something about that. Barnhart said with the Crystal Bay Road dock-slip, they had to document their boat license information before the City would issue a license. Mayor Walsh said that would almost take care of it. Johnson replied part of the Big Island rental could be their boat. Seals agreed. Johnson suggested added something saying “not to be used by renters.” He noted the dock has to be approved by the LMCD and the person that wrote in said they wanted LMCD approval without requiring any variances from the LMCD. He does not want to limit someone’s ability to get a reasonable thing done by the LMCD and that is the LMCD’s business. He was also happy to see they sent this to the LMCD rep for input. Attorney Mattick received some correspondence from an attorney regarding lots 19 and 20 who felt that the City had relinquished their rights to those particular lots. One thing to keep in mind is as they look for locations for docks they will need to look at those specific properties to make sure the City has not vacated them in the past and that they still have those rights as this would not give them rights to lots they have otherwise abandoned or vacated. Attorney Mattick will work on adding the language suggested by the Council and will bring it back at the next Council meeting on the Consent Agenda. MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, July 12, 2021 6:00 o’clock p.m. _____________________________________________________________________________________ Page 6 of 6 16. LA21-000040 – Text Amendment Related to Dock Licenses on Big Island – Continued Barnhart updated the Council and said they are excited for Laura Oakden to come back and with the addition of Katie Fitzsimmons it will allow Staff to have a breather. CITY ATTORNEY REPORT Attorney Mattick had nothing to report. CITY ADMINISTRATOR/ENGINEER REPORT Edwards said the focus has been on Staffing and there are two vacancies they are currently working on, including the Accountant position and the Public Works Manager. He received a letter of resignation today from the Parks and Golf Course Superintendent who got his dream job working for a non-profit. The Council discussed the size of the Bederwood field and whether there are any options to make it bigger. They decided to ask Mr. Martini to go out there with Seals and Edwards to try to solve the issue of the size of the soccer field. MAYOR/COUNCIL REPORT Crosby congratulated Kelly Shaughnessy who celebrated 45 years with the Long Lake Fire Department. He also congratulated Tom Aldridge who has been there for 32 years. Johnson met with Walsh on the Public Works Building and getting the ball rolling on that. Walsh added that his oldest daughter is starting Driver’s Ed soon. Dennis Libby of the Planning Commission updated the Council and said he thinks they have a very synergistic group with very different-thinking members of the Commission which is very healthy, and it has been a pleasure to find the reports where they seem to have such cohesion in their thought-process. They bring things through the process with Mr. Barnhart to the City Council and likewise the Council finds that the Planning Commission made the right suggestions. ADJOURNMENT Crosby moved, Seals seconded, to adjourn the meeting at 7:04 p.m. VOTE: Ayes 5, Nays 0. ATTEST: _____________________________________ _______________________________________ Anna Carlson, City Clerk Dennis Walsh, Mayor AGENDA ITEM Prepared By: RJO Reviewed By: A. Carlson Approved By: 1. Purpose. The purpose of this action item is to approve payment of claims made on the City for services and/or products provided to the City. 2. Background. The attached claims for payment have been received by the City. Staff has reviewed the claims and is recommending approval of the listing for payment. The claims will be paid by checks 116860 to 116782, totaling $494,458.61. 3. Noteworthy Payments. Vendor Amount Description of Payment #116791 Bond Trust Services $65,859.39 Semi-Annual bond interest payments. #116799 City of Long Lake $121,164.90 Payment for 3rd quarter fire service and 2nd quarter utilities. #116853 Varner Mobile Services $4,881.39 Annual DOT inspections of Public Works Vehicles 4. Staff Recommendation. Staff recommends approval of a motion authorizing payment to the claims list as presented. COUNCIL ACTION REQUESTED Motion to approve the claims list as presented. Exhibits A. Check Register Item No.: 2 Date: July 26, 2021 Item Description: Claims/Bills Presenter: Ron Olson Finance Director Agenda Section: Consent Agenda City of Orono Check Register - COUNCIL REPORT Page: 1 Check Issue Dates: 7/13/2021 - 7/22/2021 Jul 22, 2021 02:45PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount ICMA RETIREMENT TRUST 45 07/22/2021 116783 07152021 101-21705 457 - 07/15/2021 1,691.00 Total 116783:1,691.00 A 1 RENTAL 07/22/2021 116784 158435 701-49800-212 PATCH TRUCK PROPANE 101.15 Total 116784:101.15 ADVANCED FIRST AID INC 07/22/2021 116785 0721-374 101-43000-240 AED OPW Public Works Department 798.00 Total 116785:798.00 AMERICAN PUBLIC WORKS AS 07/22/2021 116786 821890 10/0 651-49910-433 APWA MEMBERSHIP Storm Water 675.00 Total 116786:675.00 APPRIZE TECHNOLOGY SOLUT 07/22/2021 116787 200201120 101-41900-319 ADMINISTRATIVE FEE 11/20 Central Services 566.50 Total 116787:566.50 Aspen Mills 07/22/2021 116788 267850 101-42110-226 UNIFORMS - STENSRUD Police Department 256.11 Aspen Mills 07/22/2021 116788 276854 101-42110-226 UNIFORMS - PALM Police Department 189.31 Total 116788:445.42 Beniek Property Services Inc.07/22/2021 116789 156526 101-41900-404 WEED SPRAYING - PD PARKING Central Services 150.00 Total 116789:150.00 BOLLIS, CHRIS 07/22/2021 116790 07222021 101-22205 ESCROW REFUND RPS18-000062 210 KINTYRE 10,000.00 Total 116790:10,000.00 BOND TRUST SERVICES CORP 07/22/2021 116791 65358 321-47000-611 INTEREST 2010A 21,596.88 BOND TRUST SERVICES CORP 07/22/2021 116791 65359 322-47000-611 INTEREST 2014A 34,012.51 BOND TRUST SERVICES CORP 07/22/2021 116791 65360 322-47000-611 INTEREST 2016A 10,250.00 Total 116791:65,859.39 Bratt Tree Company 07/22/2021 116792 5680 101-45200-404 NAVARRE STUMP Parks 200.00 City of Orono Check Register - COUNCIL REPORT Page: 2 Check Issue Dates: 7/13/2021 - 7/22/2021 Jul 22, 2021 02:45PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 116792:200.00 CAPITOL BEVERAGE SALES L.P 07/22/2021 116793 256276 101-45210-091 BEER FOR RESALE Golf Course 394.70 Total 116793:394.70 CARDMEMBER SERVICE 07/22/2021 116794 07/02/21 101-42110-402 CAR WASH #261 Police Department 15.00 CARDMEMBER SERVICE 07/22/2021 116794 07/07/21 101-45210-240 ALLEN WRENCH SPECIAL Golf Course 34.98 CARDMEMBER SERVICE 07/22/2021 116794 07/07/21 AC 101-41300-489 STAFF DEVELOPMENT Administration 22.29 CARDMEMBER SERVICE 07/22/2021 116794 07/08/21 602-16500 21-039- PUBLIC WORKS FACILITY UTILITY PERM 3,190.00 CARDMEMBER SERVICE 07/22/2021 116794 07/08/21 601-16500 21-039- PUBLIC WORKS FACILITY UTILITY PERM 3,190.00 CARDMEMBER SERVICE 07/22/2021 116794 07/09/21 101-42110-240 FIREARM SAFETY PROGRAM EQUIMPMENT Police Department 267.52 CARDMEMBER SERVICE 07/22/2021 116794 07/12/21 AC 101-41110-439 CC MEETING FOOD Mayor & Council 10.68 CARDMEMBER SERVICE 07/22/2021 116794 07/12/21 AC 101-41110-439 CC MEETING FOOD Mayor & Council 66.58 CARDMEMBER SERVICE 07/22/2021 116794 07/14/21 101-41300-489 FLOWERS - MCCOY Administration 85.99 CARDMEMBER SERVICE 07/22/2021 116794 AC 05/18/21 101-41900-416 RECORDS MEMBERSHIP MICROFILM SCANNER Central Services 473.00 CARDMEMBER SERVICE 07/22/2021 116794 AC 06/24/21 101-41300-489 STAFF DEVELOPMENT Administration 5.96 CARDMEMBER SERVICE 07/22/2021 116794 AC 06/28/21 101-41110-439 CC MEETING FOOD Mayor & Council 5.29 CARDMEMBER SERVICE 07/22/2021 116794 AC 06/28/21 101-41110-439 CC MEETING FOOD Mayor & Council 26.47 CARDMEMBER SERVICE 07/22/2021 116794 AC 06/28/21 101-41110-439 CC MEETING FOOD Mayor & Council 92.53 CARDMEMBER SERVICE 07/22/2021 116794 AC 07/06/21 101-41300-489 STAFF DEVELOPMENT Administration 46.74 CARDMEMBER SERVICE 07/22/2021 116794 AC 6/28/21 O 101-41110-439 CC MEETING FOOD Mayor & Council 5.99 Total 116794:7,539.02 CENTERPOINT ENERGY MAIN 07/22/2021 116795 8000015865 601-49400-381 GAS SERVICE 5/19/21-6/21/21 Water 617.82 CENTERPOINT ENERGY MAIN 07/22/2021 116795 8000015865 602-49450-381 GAS SERVICE 5/19/21-6/21/21 Sewer 481.70 CENTERPOINT ENERGY MAIN 07/22/2021 116795 8000015865 101-41900-381 GAS SERVICE 5/19/21-6/21/21 Central Services 22.50- CENTERPOINT ENERGY MAIN 07/22/2021 116795 8000015865 101-42110-381 GAS SERVICE 5/19/21-6/21/21 Police Department 6.77 CENTERPOINT ENERGY MAIN 07/22/2021 116795 8000015865 101-45210-381 GAS SERVICE 5/19/21-6/21/21 Golf Course 6.84- Total 116795:1,076.95 Century Link 07/22/2021 116796 9524717766 601-49400-321 WATER PLANT PHONE/INTERNET 7/4/21-8/3/21 Water 130.43 Total 116796:130.43 CHUNKS LAKESHORE AUTO 07/22/2021 116797 0017342 101-42110-402 #256 SERVICE Police Department 158.97 CHUNKS LAKESHORE AUTO 07/22/2021 116797 17318-17239 101-42110-402 #251 SERVICE Police Department 11.55 City of Orono Check Register - COUNCIL REPORT Page: 3 Check Issue Dates: 7/13/2021 - 7/22/2021 Jul 22, 2021 02:45PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 116797:170.52 CINTAS CORPORATION 07/22/2021 116798 4088988163 101-41900-401 MAT SERVICE - CC Central Services 25.92 Total 116798:25.92 CITY OF LONG LAKE 07/22/2021 116799 20210409 101-42260-318 3RD QTR 2021 FIRE SERVICE Fire Protection Services 106,772.75 CITY OF LONG LAKE 07/22/2021 116799 20210413 601-49400-387 2ND QTR 2021 WATER SERVICE Water 4,368.17 CITY OF LONG LAKE 07/22/2021 116799 20210413 602-49450-387 2ND QTR 2021 SEWER SERVICE Sewer 7,103.70 CITY OF LONG LAKE 07/22/2021 116799 20210414 602-49450-489 2380 WATERTOWN Sewer 1,900.00 CITY OF LONG LAKE 07/22/2021 116799 20210414 602-49450-382 2380 WATERTOWN Sewer 1,020.28 Total 116799:121,164.90 CIVIC SYSTEMS LLC 07/22/2021 116800 CVC20876 710-49970-416 SOFTWARE SUPPORT - 7/1-12/31/21 6,882.00 Total 116800:6,882.00 DELTA DENTAL 07/22/2021 116801 741710 101-21709 484213 AUGUST 2021 3,242.08 DELTA DENTAL 07/22/2021 116801 741710 101-15998 484213 AUGUST 2021 - COBRA 134.64 Total 116801:3,376.72 DIAMOND MOWERS INC.07/22/2021 116802 0200229 701-49800-221 HYDRAULIC FILTER - UNIT 450 70.11 Total 116802:70.11 DVS RENEWAL 07/22/2021 116803 7/13/21 101-42110-441 UNDERCOVER CAR Police Department 19.25 Total 116803:19.25 ECM PUBLISHERS INC 07/22/2021 116804 842908 101-42400-340 JULY PH Building & Zoning 47.68 Total 116804:47.68 ESRI Inc 07/22/2021 116805 94073615 710-49970-416 ARCGIS LICENSING 2,800.32 Total 116805:2,800.32 City of Orono Check Register - COUNCIL REPORT Page: 4 Check Issue Dates: 7/13/2021 - 7/22/2021 Jul 22, 2021 02:45PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount FASTENAL 07/22/2021 116806 130033 602-49450-226 RUBBER GLOVES XL Sewer 308.06 FASTENAL 07/22/2021 116806 130120 602-49450-226 RUBBER GLOVES XL Sewer 198.26 Total 116806:506.32 GENUINE PARTS COMPANY/NA 07/22/2021 116807 3270-511875 701-49800-222 OIL FILTERS 9.54 GENUINE PARTS COMPANY/NA 07/22/2021 116807 3270-512118 101-42110-402 BATTERY FOR FORFEITURE 20-4785 Police Department 142.49 Total 116807:152.03 GINKEL, JOANN 07/22/2021 116808 07222021-3 101-22205 ESCROW REFUND - RPS20-000042 2745 CASCO 10,000.00 Total 116808:10,000.00 GONYEA HOMES 07/22/2021 116809 07222021-2 101-22205 ESCROW REFUND RPS20-000148 765 LAKEVIE 1,000.00 Total 116809:1,000.00 GOPHER ACE 07/22/2021 116810 6951/1 601-49400-227 POS SEWER SUPPLIES Water 7.99 GOPHER ACE 07/22/2021 116810 6951/1 101-41900-223 DOOR REPAIR PW Central Services 7.49 GOPHER ACE 07/22/2021 116810 7044 701-49800-212 OILS, LUBS, WD40 62.55 GOPHER ACE 07/22/2021 116810 7067/1 101-45200-223 WASP SPRAY Parks 2.49 GOPHER ACE 07/22/2021 116810 7222/1 701-49800-212 GRAPHITE SPRAY LUBE 13.98 Total 116810:94.50 HEALTH PARTNERS 07/22/2021 116811 106038180 101-21706 HEALTH INSURANCE 8/2021 54,380.41 HEALTH PARTNERS 07/22/2021 116811 106038180 101-15998 COBRA HEALTH INS 8/2021 4,449.54 HEALTH PARTNERS 07/22/2021 116811 106038180 101-42110-135 HEALTH INS 8/2021 - POLICE CONT Police Department 717.47 Total 116811:59,547.42 Hennepin County Property Tax 07/22/2021 116812 0721-38 602-49450-489 SPECIAL ASSESSMENTS Sewer 636.00 Total 116812:636.00 Hoffman & McNamara Co 07/22/2021 116813 20359 408-48800-590 18-043 CSAH 112 PH2 LANDSCAPING 5,012.10 Total 116813:5,012.10 City of Orono Check Register - COUNCIL REPORT Page: 5 Check Issue Dates: 7/13/2021 - 7/22/2021 Jul 22, 2021 02:45PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount International Union Local #49 07/22/2021 116814 07212021 101-21707 LOCAL 49 DUES - 7/2021 245.00 Total 116814:245.00 Kelly & Chris Perry 07/22/2021 116815 07/12/21 999-10015 UB REFUND 80.48 Total 116815:80.48 LAKE MTKA CONSERVATION DI 07/22/2021 116816 20 651-49910-433 3RD QTR 2021 LEVY PMT Storm Water 14,875.00 Total 116816:14,875.00 LAKESCAPE LLC 07/22/2021 116817 731 101-45200-404 BEACH WEED CONTROL Parks 780.07 Total 116817:780.07 LANO EQUIPMENT 07/22/2021 116818 02-845362 405-48500-580 NEW TRAILER 11,199.44 LANO EQUIPMENT 07/22/2021 116818 03-844405 651-49910-415 BOBCAT EXCAVATOR RENTAL Storm Water 1,275.00 Total 116818:12,474.44 LaPointe Utilities Inc 07/22/2021 116819 07222021-1 101-22205 ESCROW REFUND ROW20-000057,58,60,62,04,0 9,000.00 Total 116819:9,000.00 LEOWEBPROTECT.com 07/22/2021 116820 3178 101-42110-433 MONTHLY SUBSCRIPTION 07/21 Police Department 143.06 Total 116820:143.06 LOGIS 07/22/2021 116821 50573 101-42110-310 POLICE RECORDS 07/21 Police Department 7,520.00 LOGIS 07/22/2021 116821 50573 710-49970-329 INTERNET 07/21 555.00 LOGIS 07/22/2021 116821 50573 710-49970-311 HOSTED BACKUP 7/21 908.00 LOGIS 07/22/2021 116821 50573 710-49970-311 HOSTED SERVERS 07/21 1,291.00 LOGIS 07/22/2021 116821 50573 710-49970-311 HOSTED COMPLIANCE ARCHIVE 07/21 501.00 LOGIS 07/22/2021 116821 50637 405-48500-580 FIREWALL CONFIGURATION 781.25 Total 116821:11,556.25 LUBE TECH ESI 07/22/2021 116822 2658432 701-49800-221 DIESAL FUEL PUMP REPAIR PARTS 106.98 City of Orono Check Register - COUNCIL REPORT Page: 6 Check Issue Dates: 7/13/2021 - 7/22/2021 Jul 22, 2021 02:45PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 116822:106.98 MANSFIELD OIL COMPANY 07/22/2021 116823 22458862 701-49800-212 DIESEL FUEL 1,382.82 MANSFIELD OIL COMPANY 07/22/2021 116823 22458863 101-42110-212 UNLEADED FUEL Police Department 3,517.27 Total 116823:4,900.09 MET COUNCIL ENVIRONMENTA 07/22/2021 116824 0001126722 602-49450-383 WASTEWATER CHARGES 08/2021 Sewer 58,379.16 Total 116824:58,379.16 MINNEAPOLIS OXYGEN COMPA 07/22/2021 116825 00078380 101-43000-415 ACETYLENE, OXYGEN Public Works Department 45.81 MINNEAPOLIS OXYGEN COMPA 07/22/2021 116825 00078381 101-42110-221 MEDICAL OXYGEN Police Department 76.35 MINNEAPOLIS OXYGEN COMPA 07/22/2021 116825 00078382 101-42110-221 MEDICAL OXYGEN Police Department 12.27 Total 116825:134.43 MINNESOTA EQUIPMENT 07/22/2021 116826 P44387 701-49800-221 TRACTOR PARTS UNIT 623 145.03 Total 116826:145.03 Minnesota Topsoil 07/22/2021 116827 2021003 651-49910-406 YARD WASTE HAULOUT Storm Water 4,581.50 Minnesota Topsoil 07/22/2021 116827 2021003 101-45200-223 BLACK DIRT Parks 421.00 Total 116827:5,002.50 MINUTEMAN PRESS 07/22/2021 116828 30391 101-41900-352 SUMMER NEWSLETTER POSTAGE Central Services 2,602.95 Total 116828:2,602.95 Modern Power Solutions LLC 07/22/2021 116829 725 701-49800-403 GENERATOR ANNUAL MAINT.7,579.00 Total 116829:7,579.00 MTI DISTRIBUTING INC 07/22/2021 116830 1310484 101-45210-404 IRRIGATION REPAIR Golf Course 260.00 MTI DISTRIBUTING INC 07/22/2021 116830 1311398 101-45210-404 IRRIGATION REPAIR Golf Course 298.06 MTI DISTRIBUTING INC 07/22/2021 116830 1311401 101-45210-240 UTILITY TOOL Golf Course 32.88 City of Orono Check Register - COUNCIL REPORT Page: 7 Check Issue Dates: 7/13/2021 - 7/22/2021 Jul 22, 2021 02:45PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 116830:590.94 MUNICIPAL CODE CORPORATI 07/22/2021 116831 00360974 101-41900-352 CITY CODE ADMIN FEE Central Services 950.00 Total 116831:950.00 NAVARRE HARDWARE 07/22/2021 116832 3221002 101-41900-223 JANITOR SUPPLIES Central Services 20.76 NAVARRE HARDWARE 07/22/2021 116832 332102 101-41900-223 JANITOR SUPPLIES Central Services 20.76 Total 116832:41.52 NCPERS GROUP LIFE INS.07/22/2021 116833 07212021 101-21710 PERA LIFE 8/2021 288.00 Total 116833:288.00 O SULLIVANS HOLIDAY 546 07/22/2021 116834 06/30/2021 101-42110-402 06/21 CAR WASHES Police Department 82.50 Total 116834:82.50 O SULLIVANS HOLIDAY 547 07/22/2021 116835 06/30/2021 101-42110-402 6/21 CAR WASHES Police Department 244.65 Total 116835:244.65 Occupational Health Centers of M 07/22/2021 116836 103398148 101-42110-319 MEDICAL EXAM WESSELS Police Department 402.50 Total 116836:402.50 OFFICE DEPOT 07/22/2021 116837 1815098880 101-42110-201 OFFICE SUPPLIES Police Department 14.49 Total 116837:14.49 OPEIU - LOCAL 12 07/22/2021 116838 07212021 101-21707 UNION DUES - LOCAL 12 7/2021 547.50 Total 116838:547.50 OTTEN BROTHERS 07/22/2021 116839 1-1672728 601-49400-223 SOD FOR 126 CHEVY CHASE Water 9.10 Total 116839:9.10 City of Orono Check Register - COUNCIL REPORT Page: 8 Check Issue Dates: 7/13/2021 - 7/22/2021 Jul 22, 2021 02:45PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount PIRTEK 07/22/2021 116840 T00006886 101-45210-223 IRRIGATION REPAIR Golf Course 99.40 Total 116840:99.40 PRAIRIE RESTORATIONS INC 07/22/2021 116841 29137 101-45200-404 LURTON PARK VEGETATION MGMT Parks 1,600.00 Total 116841:1,600.00 RADEMACHER, PATTI 07/22/2021 116842 1837 fAGER 999-10015 UB REFUND 11.38 Total 116842:11.38 Raze Eyewear 07/22/2021 116843 3732 101-45210-095 RAZE SUNGLASSES Golf Course 427.93 Total 116843:427.93 Reed Wholesale & OCS 07/22/2021 116844 9793 101-45210-094 CONCESSIONS RESALE-GC Golf Course 386.89 Total 116844:386.89 ROB HOWELLS 07/22/2021 116845 2nd Qtr 2021 614-49840-319 2ND QTR 2021 VIDEO STREAMING Cable Franchise 890.00 Total 116845:890.00 RYAN AUTO MALL 07/22/2021 116846 649433 101-42110-402 SQUAD #258 REPAIR - RADIATOR Police Department 1,222.08 Total 116846:1,222.08 SECOND NATURE GRAPHICS 07/22/2021 116847 426 101-41900-201 INDICIA WINDOW ENVELOPES Central Services 651.00 Total 116847:651.00 SRIXON SPORTS USA INC 07/22/2021 116848 6502133 101-45210-095 GOLF BALLS Golf Course 226.00 Total 116848:226.00 SUN LIFE FINANCIAL 07/22/2021 116849 07212021 101-21710 LIFE INS-AUG/2021 1,168.50 SUN LIFE FINANCIAL 07/22/2021 116849 07212021 101-15998 LIFE INS-COBRA-AUG/2021 159.00 SUN LIFE FINANCIAL 07/22/2021 116849 07212021 101-21710 LIFE INS-JULY/2021 1.50 SUN LIFE FINANCIAL 07/22/2021 116849 07212021LIF 101-21714 STD-AUG/2021 875.00 City of Orono Check Register - COUNCIL REPORT Page: 9 Check Issue Dates: 7/13/2021 - 7/22/2021 Jul 22, 2021 02:45PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 116849:2,204.00 THE HARTFORD 07/22/2021 116850 07212021 101-21713 LTD 08/2021 1,786.21 Total 116850:1,786.21 TWIN CITY SEED COMPANY 07/22/2021 116851 50029 651-49910-223 STRAW BLANKETS Storm Water 491.50 Total 116851:491.50 VACKER INC 07/22/2021 116852 2650 101-45200-225 PARK SIGNS Parks 5,744.00 Total 116852:5,744.00 VARNER MOBILE SERVICES LL 07/22/2021 116853 8816 701-49800-402 ANNUAL DOT INSPECTION 1,800.00 VARNER MOBILE SERVICES LL 07/22/2021 116853 8816 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 360.00 VARNER MOBILE SERVICES LL 07/22/2021 116853 8816 701-49800-402 REPAIR UNIT 713 684.52 VARNER MOBILE SERVICES LL 07/22/2021 116853 8817 701-49800-402 REPAIR UNIT 428 887.99 VARNER MOBILE SERVICES LL 07/22/2021 116853 8818 701-49800-402 REPAIR 712 739.02 VARNER MOBILE SERVICES LL 07/22/2021 116853 8839 701-49800-402 REPAIR 428 409.86 Total 116853:4,881.39 WASTE MANAGEMENT RECYC 07/22/2021 116854 12-13430-03 603-49500-316 RECYCLING 07/2021 16,458.75 Total 116854:16,458.75 WILDTHREADS 07/22/2021 116855 25681 101-45210-095 ORONO GOLF COURSE POLO SHIRT Golf Course 607.75 Total 116855:607.75 Wright-Hennepin Coop Electric 07/22/2021 116856 3502891799 101-43100-381 BRUSH SITE 6/1-7/1/21 Brush Site 30.69 Wright-Hennepin Coop Electric 07/22/2021 116856 3502891799 101-45210-381 GC SECURITY 7/1-7/31/21 Golf Course 41.82 Wright-Hennepin Coop Electric 07/22/2021 116856 3502891799 101-43000-381 ELECTRICAL SERVICE 06/01-7/01/21 Public Works Department 172.24 Total 116856:244.75 WYLLIE, RUSSELL 07/22/2021 116857 3799 CASCO 999-10015 UB REFUND 108.02 City of Orono Check Register - COUNCIL REPORT Page: 10 Check Issue Dates: 7/13/2021 - 7/22/2021 Jul 22, 2021 02:45PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 116857:108.02 XCEL ENERGY 07/22/2021 116858 738717538 101-41900-381 ELECTRIC 05/20 -6/21 Central Services 1,977.80 XCEL ENERGY 07/22/2021 116858 738717538 101-42110-381 ELECTRIC 05/20 -6/21 Police Department 1,227.84 XCEL ENERGY 07/22/2021 116858 738717538 101-42110-381 ELECTRIC 05/20 -6/21 Police Department 26.18 XCEL ENERGY 07/22/2021 116858 738717538 101-43000-381 ELECTRIC 05/20 -6/21 Public Works Department 152.41 XCEL ENERGY 07/22/2021 116858 738717538 101-43000-386 ELECTRIC 05/20 -6/21 Public Works Department 2,266.53 XCEL ENERGY 07/22/2021 116858 738717538 101-45200-381 ELECTRIC 05/20 -6/21 Parks 61.74 XCEL ENERGY 07/22/2021 116858 738717538 601-49400-381 ELECTRIC 05/20 -6/21 Water 9,944.26 XCEL ENERGY 07/22/2021 116858 738717538 602-49450-381 ELECTRIC 05/20 -6/21 Sewer 2,955.09 XCEL ENERGY 07/22/2021 116858 738717538 101-45210-381 ELECTRIC 05/20 -6/21 Golf Course 1,299.66 Total 116858:19,911.51 Yamaha Golf & Utility 07/22/2021 116859 01-242168 101-45210-403 GOLF CART REPAIR Golf Course 605.06 Total 116859:605.06 YAMAHA MOTOR CORP.07/22/2021 116860 01-241878 101-45210-415 GOLF CART RENTAL Golf Course 1,650.00 YAMAHA MOTOR CORP.07/22/2021 116860 747801 101-45210-415 GOLF CART LEASE Golf Course 1,647.00 YAMAHA MOTOR CORP.07/22/2021 116860 747861 101-45210-415 GOLF UTILITY CART RENTAL Golf Course 295.00 Total 116860:3,592.00 Grand Totals: 494,458.61 AGENDA ITEM Prepared By: A. Carlson Reviewed By: A. Carlson Approved By: 1. Purpose. The purpose of this action item is to approve the Rental License for the license period of January 1, 2021 to December 31, 2022. 2. Staff Recommendation. Staff recommends approval of the rental license listed in Exhibit A for the license period of January 1, 2021 to December 31, 2022. The Rental License Applicant in Exhibit A has submitted all of the requested documents and has met all requirements. COUNCIL ACTION REQUESTED Motion to approve the rental license listed in Exhibit A for the license period of January 1, 2021 to December 31, 2022. Exhibits A. Listing of Rental License Item No.: 3 Date: July 26, 2021 Item Description: Approval of Rental License Presenter: Anna Carlson, City Clerk Agenda Section: Consent Agenda Exhibit A City Council 2021 Rental License Renewals RL21-000011 Troy Patrin 100 License# Licensee Total License Fees AGENDA ITEM Prepared By: RJO Reviewed By: A. Carlson Approved By: 1. Purpose. The purpose of this action item is to appoint Carrie Krienke to the position of Accountant with a starting date of August 16th, 2021. 2. Background. The selection process for the Accountant position has been completed. A total of 19 applications were received. After an initial review of the applications, five applicants were selected to be interviewed. 3. Top Candidate. The top candidate for the position is Carrie Krienke. Carrie has a degree from St Cloud Technical and Community College. Carrie currently works for the City of Maple Lake and prior to that worked for seven years for the City of Annandale. Her education and experience will make her a valuable member of the Finance Department. 4. Cost. This position is a union position and will be compensated at the starting step of level 11 in the Local 12 pay scale ($69,273.24). This is a full time position and is eligible for full city benefits including enrollment in the Coordinated Plan of the Public Employees Retirement Association (PERA). 5. Funding. This position is funded through the Finance Department in the General Fund. There is adequate funding in the 2021 department budget for this position. 6. Staff Recommendation. Staff recommends the hiring of Carrie Krienke at the starting step of level 11 of the City’s pay scale. COUNCIL ACTION REQUESTED Motion to approve the appointment of Carrie Krienke to the position of Accountant at the starting step of level 11 of the pay scale with a starting date of August 16, 2021. Item No.: 4 Date: July 26, 2021 Item Description: Appointment of Accountant – Carrie Krienke Presenter: Ron Olson Finance Director Agenda Section: Consent Agenda AGENDA ITEM Prepared By: Reviewed By: A. Carlson Approved By: 1. Purpose. The purpose of this action item is announce the resignation of Joey Brettingen our current Parks and Golf Course Superintendent and to inform the Council of efforts to fill the vacancy. 2. Resignation. Mr. Joey Brettingen submitted his resignation and 2 weeks’ notice. His last day with the city will be July 30, 2021. 3. Recruitment. The Parks and Golf Course Superintendent position is critical for maintaining our parks system, golf course, trails and outdoor public spaces. The selection process for the vacant position will involve advertising the position, application screening, an interview panel and reference checking. Upon completion of the process a candidate will be presented to the Council for consideration for appointment. 4. Timeline. The timeline for the process is as follows: When What 14 July- 6 August 2021 Advertise Position 9-10 August 2021 Review Applications 11-18 August 2021 Interviews 23 August 2021 Council Approval/Appointment 7 September 2021 New Employee’s First Day COUNCIL ACTION REQUESTED Information. Item No.: 5 Date: July 26, 2021 Item Description: Parks and Golf Course Superintendent Resignation and Recruitment Presenter: Adam T. Edwards City Administrator / City Engineer Agenda Section: Consent Agenda AGENDA ITEM Prepared By: J. Barnhart Reviewed By: A. Carlson Approved By: 1. Purpose. To adopt the resolution approving the final plat and Development Contract for Orono Crossing. 2. MN§15.99 Application Deadline. The application was received on April 21, 2021 and considered to be complete on July 21, 2021. The 60-Day review period will expire on September 20, 2021. 3. Background. The City Council approved the preliminary plat for this project via resolution 7177 in March, 2021. Since then, the applicant has submitted the Final Plat application and the required documents and revisions. The City Attorney has drafted a Development Contract, and reviewed the Homeowners Association documents. The City Engineer has reviewed and approved the construction plans. The Finance Director has confirmed that there are no outstanding fees or charges to the property. Permits for the connection to the sanitary sewer system have been approved by the Metropolitan Council. 4. Public Comment. To date, no comments for or against the proposal have been received. 5. Staff Recommendation. Staff recommends the Council adopt the resolution, approving the plat of Orono Crossings, adding 37 residential units in a townhome configuration. Staff also recommends approval of the Development Contract. COUNCIL ACTION REQUESTED City Council should review the approval resolution and adopt or amend and authorize Mayor Walsh to sign the Development Contract. Exhibits A. Draft Resolution B. Draft Development Agreement C. Final Plat References LA21-000014 File Resolution 7177 Item No.: 6 Date: July 26, 2021 Item Description: LA21-000036 – Aziz Siddiqui o/b/o David Weekley Homes and University of St. Thomas, Outlot A, Stonebay – Orono Crossings Final Plat – Resolution Presenter: Jeremy Barnhart, AICP Community Development Director Agenda Section: Consent Agenda CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ A RESOLUTION APPROVING THE FINAL PLAT OF ORONO CROSSING - FILE #LA21-000036 WHEREAS, the City of Orono (hereinafter the “City”) is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the City Council of the City of Orono (hereinafter “City Council”) has adopted subdivision and land development regulations for the orderly, economic and safe development of land within the City; and WHEREAS, David Weekley Homes, (hereinafter the "Developer") has an interest in un addressed property located at the NW corner of Willow Drive and Wayzata Blvd West within the City of Orono (hereinafter the "City") and legally described as follows: Outlot A, Stonebay Addition (hereinafter the "Property"); and WHEREAS, at its regular meeting on March 8, 2021 the Orono City Council granted approval for the Preliminary Plat per the findings and conditions of Resolution No. 7177; and WHEREAS, on April 21, 2021 David Weekley Homes, LLC through their agent made formal application for final plat approval for the Property; and WHEREAS, the Owners have agreed to comply with all conditions of Resolution No. 7177 and has completed or has agreed to complete all other requirements of the platting regulations of the City including: 1. Completion of all platting requirements and conditions of Preliminary Plat Resolution No. 7177. 2. Dedication on the plat of perimeter Drainage and Utility Easements as required in Resolution No. 7177. 3. Submittal of Minnehaha Creek Watershed District (MCWD) permits approving the grading, stormwater management facilities, Storm Water Pollution Prevention Plan (SWPPP) and erosion control plan. 4. Provision to the City of a title opinion for the Property and certified copies of all recorded easements currently affecting the Property. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ 5. Execution of a Development Contract including provision of financial security including a Letter of Credit and escrow to ensure that all site improvements are installed and maintained to the City’s specifications and satisfaction, and to establish conditions for future development of the site. 6. Payment of development fees as follows: Engineering, City Administration (escrow) $ 10,000.00 Park Dedication Fee 120,350.00 Storm Water and Drainage Trunk Fee 31,328.10 Sewer Connection Charges 199,060.00 Water Connection Charge 161,690.00 Final Plat Fee 500.00 Total Cash Requirements & Fees $512,928.10 WHEREAS, City staff and consultants have reviewed the plans for this subdivision and hereby specify approval of each plan and identify them as part of the official record for ORONO CROSSING, all attached as Exhibit A: Exhibits A-1 through A-26 including: A-1: Final Plat Cover Sheet A-2: Final Plat A-3: Construction documents cover sheet A-4: Sheet 2 - Detail sheet A-5: Sheet 3 - Details A-6: Alta Survey A-7: Sheet 5 – Site Plan A-8: Sheet 6 – Grading and Drainage A-9: Sheet 7 – Road Profile A-10: Sheet 8 – Erosion and Sediment Control A-11: Sheet 9 – Erosion and Sediment Control details A-12: Sheet 10 – Utility Plan A-13: Sheet 11 – Utility plan and details A-14: Sheet 12 – Utility plan and details A-15: Sheet 13 – Storm Sewer Plan A-16: Sheet 14 – Street and Storm Sewer plan and details A-17: Sheet 15 – Street and Storm Sewer plan and details A-18: Sheet 16 – Street and Storm Sewer plan and details A-19: Sheet 17 – Filtration Basin details A-20: Sheet 18 – Filtration Basin details CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ A-21: Sheet 19 – Street Intersection details A-22: Sheet 20 – Street Intersection details A-23: Sheet 21 – Landscape Plan A-24: Sheet 22 – Landscape Schedule and Notes A-25: Sheet 23 – Photometric Plan A-26: Unnumbered – Colored Building Elevations All of the above noted plans are subject to any additional requirements of the Minnehaha Creek Watershed District and the City Engineer. NOW, THEREFORE, BE IT RESOLVED that based on the findings of Resolution No. 7177, the City Council of the City of Orono does hereby approve the plat of ORONO CROSSING, Hennepin County, Minnesota (a copy of which is attached as Exhibit B) subject to the following conditions: 1. Development within ORONO CROSSING is subject to the Conclusions, Orders and Conditions enumerated within Preliminary Plat Resolution No 7119, and subject to the provisions of the Development Contract for ORONO CROSSING dated July 12, 2021. 2. Upon completion by the Developer of the public water and sanitary sewer improvements as shown on the Construction Drawings (Exhibits A3-A22) within ORONO CROSSING, subject to final certification by the City Engineer that the work is satisfactory, the City will formally accept the utilities as public, and the City will maintain said facilities henceforth. 3. The approvals granted in this Resolution shall become effective only when all conditions of approval requiring actions by the Developer have been satisfied. 4. The City Clerk shall release the plat documents for filing only upon certification by the City Attorney, Community Development Director and City Engineer that all requirements of the platting regulations have been satisfied. 5. The aforesaid plat shall be filed by the City of Orono with Hennepin County on or before Dec 7, 2021 together with a certified original copy of this resolution and executed copies of the easements and covenants pertinent thereto. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ The approval granted by this Resolution shall expire if the conditions of this Resolution have not been met or the plat has not been filed by the date specified above. In that event, it will be necessary to file a new application with the City of Orono for subdivision review. Adopted by the City Council of Orono this 26th day of July, 2021. ATTEST: __________________________________ __________________________________ Anna Carlson, City Clerk Dennis Walsh, Mayor CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ Exhibit A Plans and Specifications KNOW ALL PERSONS BY THESE PRESENTS: That Weekley Homes, LLC, a Delaware limited liability company, owner of the fol l o w i n g d e s c r i b e d p r o p e r t y s i t u a t e d C o u n t y o f H e n n e p i n , S t a t e o f M i n n e s o t a , t o wit:Outlot A, STONEBAY.Has caused the same to be surveyed and platted as ORONO CROSSING and does hereby dedicate to the public for public use t h e p u b l i c w a y ( s ) a n d / o r t h e d r a i n a g e a n d u t i l i t y e a s e m e n t s a s c r e a t e d b y t h i s plat.In witness whereof said Weekley Homes, LLC, a Delaware limited liability company, has caused these presents to be signed by i t s p r o p e r o f f i c e r t h i s _ _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 _ _ _ . Signed: Weekley Homes, LLCBy:_______________________________________________xxxxxx, Chief ManagerSTATE OF ________________________________________COUNTY OF ______________________________________The foregoing instrument was acknowledged before me on this ______ day of ____________________, 202___ by xxxxxxxxxxxx, C h i e f M a n a g e r o f W e e k l e y H o m e s , L L C , a D e l a w a r e l i m i t e d l i a b i l i t y c o m p a n y , on behalf of the company.________________________________________________________________________________________________________Printed NameNotary Public, _____________________________________ County, _______________________________ My Commission Expires ____________________________I Peter Goers do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land S u r v e y o r i n t h e S t a t e o f M i n n e s o t a ; t h a t t h i s p l a t i s a c o r r e c t r e p r e s e n t a t i o n o f the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted o n t h i s p l a t h a v e b e e n , o r w i l l b e c o r r e c t l y s e t w i t h i n o n e y e a r ; t h a t a l l w a t e r boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown a n d l a b e l e d o n t h i s p l a t ; a n d a l l p u b l i c w a y s a r e s h o w n a n d l a b e l e d o n t h i s plat.Dated this ________ day of ______________________, 202___.__________________________________________________Peter Goers, Licensed Land SurveyorMinnesota License No. 44110STATE OF MINNESOTACOUNTY OF HENNEPINThis instrument was acknowledged before me on this ______ day of ____________________, 202___, by Peter Goers.______________________________________________________________________________________________________Printed NameNotary Public, _______________________________ County, Minnesota My Commission Expires _____________________________ C i t y C o u n c i l , C i t y o f O r o n o , M i n n e s o t a T h i s p l a t o f O R O N O C R O S S I N G w a s a p p r o v e d a n d a c c e p t e d b y t h e C i t y C o u n c i l o f t h e C i t y o f O r o n o , M i n n e s o t a a t a r e g u l a r m e e t i n g t h e r e o f h e l d t h i s _ _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 _ _ _ . I f a p p l i c a b l e , t h e w r i t t e n c o m m e n t s a n d r e c o m m e n d a t i o n s o f t h e C o m m i s s i o n e r o f T r a n s p o r t a t i o n a n d t h e C o u n t y H i g h w a y E n g i n e e r h a v e b e e n r e c e i v e d b y t h e C i t y o n t h e p r e s c r i b e d 3 0 d a y p e r i o d h a s e l a p s e d w i t h o u t r e c e i p t o f s u c h c o m m e n t s a n d r e c o m m e n d a t i o n s , a s p r o v i d e d b y M i n n e s o t a S t a t u t e s , S e c t i o n 5 0 5 . 0 3 , S u b d i v i s i o n 2 . B y : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , M a y o r B y : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , C l e r k R E S I D E N T A N D R E A L E S T A T E S E R V I C E S , H e n n e p i n C o u n t y , M i n n e s o t a I h e r e b y c e r t i f y t h a t t a x e s p a y a b l e i n 2 0 2 _ _ _ a n d p r i o r t o y e a r s h a v e b e e n p a i d f o r l a n d d e s c r i b e d o n t h i s p l a t d a t e d t h i s _ _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 _ _ _ . M a r k V . C h a p i n , C o u n t y A u d i t o r b y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , D e p u t y S U R V E Y D I V I S I O N H e n n e p i n C o u n t y , M i n n e s o t a P u r s u a n t t o M N . S T A T . S e c . 3 8 3 B . 5 6 5 ( 1 9 6 9 ) , t h i s p l a t h a s b e e n a p p r o v e d t h i s _ _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 _ _ _ . C h r i s F . M a v i s , C o u n t y S u r v e y o r b y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C O U N T Y R E C O R D E R H e n n e p i n C o u n t y , M i n n e s o t a I h e r e b y c e r t i f y t h a t t h e w i t h i n p l a t o f O R O N O C R O S S I N G w a s r e c o r d e d i n t h i s o f f i c e t h i s _ _ _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 _ _ _ , a t _ _ _ _ _ o ' c l o c k _ _ _ . M . M a r t i n M c C o r m i c k , C o u n t y R e c o r d e r b y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , D e p u t y S H E E T 1 O F 2 S H E E T S S 4 5 ° 3 8 ' 4 9 " W 3 5 . 0 5 L = 2 3 . 2 3 Δ = 7 ° 4 9 ' 4 7 " L = 3 4 . 1 4 Δ = 1 5 ° 0 2 ' 5 3 " R = 1 5 0 . 0 0 L = 3 9 . 4 0 Δ = 1 5 ° 0 2 ' 5 3 " L=59.8 0Δ=34 °15'4 8 "R =12 0 .0 0L=4 9 .7 7Δ=2 3 °4 5 '5 3 "L=20.01Δ=2°39'57"L=20.01Δ=2°39'57" 4 3 2 5 1 9 8 7 6 1 3 1 2 1 1 1 0 4 432 51 2 4 3 2 5 1 7 6 5 4 1 4 1 3 1 2 1 1 1 1 0 9 8 3 21 O U T L O T A OUTLOT D O U T L O T B O U T L O T B O U T L O T C N00°56'13"E 120.00S89°03'47"E 70.00 L=4.62=2°12'21"L=16.10=7°41'14"L=11.02=7°53'32"L=27 .3 8Δ=19°3 6 '5 4 "L=15.41=11°02'00"S89°03'47"E 70.00 S89°03'47"E 70.07 S89°03'47"E 72.80 S89°03'47"E 75.86 S89°03'47"E 72.15L=3.69=3°01'13"L=8.16=6°40'3 3 " L = 3 3 . 1 6 = 2 7 ° 0 8 ' 3 2 " L = 2 7 . 8 4 Δ = 4 ° 5 9'0 3 " L = 1 7 .6 8 Δ = 2 ° 0 6'3 9 " L = 1 8 . 8 5 = 9 0 ° 0 0 ' 0 0 " L = 1 9.01 Δ = 9 0 ° 4 6'02" L=18.85 Δ=90°00'00"L=13.81=9°53'35"N00°54'50"E 69.10 N 8 9 ° 5 1 ' 1 2 " W 6 9 . 9 7 N 8 9 ° 5 1 ' 1 2 " W 6 9 . 9 7 S 8 9 ° 0 5 ' 1 0 " E 2 7 9 . 3 1 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N 8 9 ° 5 1 ' 1 2 " W 6 9 . 9 7 N 8 9 ° 5 1 ' 1 2 " W 6 9 . 9 7 N 8 9 ° 5 1 ' 1 2 " W 6 9 . 9 7 S35°55'28"E 70.00L=11.80=22°32'22"L=7.49=14°17'56" L = 1 1 . 9 7 = 2 ° 2 6 ' 5 4 " L = 1 2 . 3 9 = 2 ° 3 2 ' 0 9 " L = 1 4 . 4 5 = 1 ° 3 5 ' 3 1 " L = 4 . 7 1 = 0 ° 3 1 ' 0 8 " S35°55'28"E 69.07 S 3 5 ° 5 5 ' 2 8 " E 7 0 . 0 0 S 3 7 ° 2 0 ' 2 0 " E 7 1 . 4 4 N 5 1 ° 1 2 ' 0 8 " E 1 0 6 . 3 4 S 3 8 ° 4 7 ' 5 2 " E 7 0 . 6 3 S 3 8 ° 4 7 ' 5 2 " E 7 0 . 0 2 N 6 6 ° 1 3 ' 1 8 " E 9 6 . 9 1 S 1 0 ° 2 6 ' 0 6 " E 7 3 . 4 8 S 8 9 ° 5 1 ' 1 2 " E 1 0 9 . 0 6 S00°08'48"W 70.00 S00°08'48"W 70.00 S00°08'48"W 70.00 S00°08'48"W 70.00 L=77.56Δ=10°20'06"L=72.25Δ=9°37'40"S49°58'2 2 " W 6 3 . 1 3 R = 3 6 1 . 6 8 L = 1 2 7 . 0 1 Δ = 2 0 ° 0 7 ' 1 3 " R = 2 5 6 . 5 0 L = 8 9 . 7 7 Δ = 2 0 ° 0 3 ' 1 3 " N 8 9 ° 5 1 ' 1 2 " W 8 9 . 9 2 N00°08'48"E 399.58 S 8 9 ° 0 5 ' 1 0 " E 4 5 6 . 4 6 S00°54'50"W 185.94 S 8 8 ° 5 1 ' 1 1 " E 4 8 . 4 7 R=430.00L=189.83Δ=25°17'40"19.81 19.59 2 2 . 0 0 1 6 . 6 7 1 6 . 3 1 7 . 5 6 1 7 . 2 9 2 2 . 0 0 8 . 2 0 2 2 . 0 0 2 2 . 0 0 2 7 . 0 0 3 1 . 0 0 45.00 27.00 17.38 11.2117.0222.00 2 2 . 0 0 2 2 . 0 0 2 7 . 0 0 2 7 . 0 0 2 2 . 0 0 2 2 . 0 0 2 7 . 0 0 2 7 . 0 0 2 2 . 0 0 2 2 . 0 0 1 4 . 1 8 57.85 25.87 26.00 22.00 22.00 22.00 13.15 4 3 . 1 6 3 2 . 4 8 2 1 . 0 9 2 3 . 8 7 5 8 . 2 6 2 5 . 4 1 2 2 . 0 0 2 2 . 0 0 2 7 . 0 0 2 7 . 0 0 2 2 . 0 0 2 2 . 0 0 2 7 . 0 0 2 7 . 0 0 2 2 . 0 0 2 2 . 0 0 13.9022.768.0035.38 22.0022.0022.0026.00 2 7 . 0 0 2 2 . 0 0 2 2 . 0 0 3 8 . 0 6 4 0 . 9 0 2 2 . 0 0 3 4 . 0 1 3 5 . 4 7 2 2 . 0 0 2 2 . 0 0 2 6 . 8 7 22.0027.0027.0022.0022.0027.00 39.11 39.11N49°13'14"W32.63S29°57'14"W 51.50 N42°40'03"W33.23 N 4 2 ° 4 7 ' 5 9 " E 4 5 . 7 5 6 9 . 7 7 N89°05'10"W39.86 R=50.00L=32.15Δ=36°50'18" S 5 4 ° 0 4 ' 3 2 " W 5 8 . 2 6 R = 3 0 0 . 0 0 L = 2 6 .1 0 Δ = 4 ° 5 9 '0 3 " S 4 9 ° 0 5 ' 2 9 " W 2 3 . 8 7 R = 5 0 0 . 0 0 L = 1 8 . 4 2 Δ = 2 ° 0 6 '3 9 " S 5 1 ° 1 2 ' 0 8 " W 2 1 . 0 9 S 6 6 ° 1 5 ' 0 1 " W 3 2 . 4 8 R = 6 5 . 0 0 L = 2 7 . 1 1 Δ = 2 3 ° 5 3 ' 4 7 " N 8 9 ° 5 1 ' 1 2 " W 4 3 . 1 6 R = 3 2 . 0 0 L = 5 0 . 2 7 Δ = 9 0 ° 0 0 ' 0 0 " N00°08'48"E 188.87 R = 3 2.00 L = 5 0.6 9 Δ = 9 0 ° 4 6'02" S 8 9 ° 0 5 ' 1 0 " E 2 9 3 . 2 0 R=32.00 L=50.27 Δ=90°00'00"S00°54'50"W35.38 R=100.00L=17.27Δ=9°53'35"S10°48'25"W17.31 R=100 .0 0L=6 7.2 7Δ=38 °3 2 '2 6 "S27°44'01"E 38.65L=7.47=4°16'38"22.00 6.10 3 . 8 0 S00°54'50"W 89.38 S 8 9 ° 5 1 ' 1 2 " E 1 0 7 . 1 6 103.65270.93 3 6 1 . 4 6 95.00 S 3 8 ° 4 7 ' 5 2 " E 7 0 . 0 0 N 3 0 ° 3 4 ' 1 6 " W 7 2 . 0 9 S 2 3 ° 4 4 ' 5 9 " E 7 0 . 0 1 S 2 3 ° 4 4 ' 5 9 " E 7 0 . 0 2 5 . 1 6 L = 2 1 . 4 2 Δ = 7 ° 1 3 ' 0 6 " L = 1 5 . 8 7 = 1 0 ° 4 1 ' 5 2 " L = 1 9 . 5 8 = 1 3 ° 1 1 ' 5 5 " 3 N54°04'32"E 49.00 N50°31'00"E26.92 N 0 8 ° 5 8 ' 1 3 " W 2 1 . 5 7 2 5 . 0 0 25.00 2 3 . 4 7 W A Y Z A T A B L V D . W E S T ( C O U N T Y H I G H W A Y N O . 1 1 2 ) L = 1 8 . 7 7 = 2 3 ° 5 3 ' 4 7 " N00°08'48"E 89.45 1 9 8 2 . 2 8 O U T L O T B S H E E T 2 O F 2 S H E E T S BLOCK 843251BLOCK 74321 B L O C K 6 4 3 2 1 BLOCK 9 432 51 BLOCK 5 432 51 BLOCK 24321 B L O C K 4 4 3 2 1 BLOCK 3321BLOCK 1321 O U T L O T A OUTLOT D OUTLOT BOUTLOT B OUTLOT C BLOSSOM CIRCLEBLOSSOM CIRCLEBLOSSOM CIRCLEWAYZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) PARKWAYKELLEY WILLOW DRIVE (PUBLIC R.O.W.) (PUBLIC R.O.W.) ( P U B L I C R . O . W . ) 1 ORONO CROSSINGS CONSTRUCTION DOCUMENTS COVER SHEET 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 O R O N O C R O S S I N G S O R O N O , M I N N E S O T A S U I T E 7 0 0 L A N D S C A P E A L L I A N T E N G I N E E R I N G , I N C . 7 3 3 M A R Q U E T T E A V E N U E M I N N E A P O L I S , M N 5 5 4 0 2 P H : 6 1 2 - 7 5 8 - 3 0 8 0 C O N S U L T A N T F X : 6 1 2 - 7 5 8 - 3 0 9 9 S U R V E Y O R E N G I N E E R M A R K R A U S C H L I C E N S E N O . 4 3 4 8 0 A R C H I T E C T M A R K K R O N B E C K L I C E N S E N O . 2 6 2 2 2 P E T E R G O E R S L I C E N S E N O . 4 4 1 1 0 D A V I D W E E K L E Y H O M E S 1 2 9 0 0 W H I T E W A T E R D R I V E S U I T E 1 8 0 M I N N E T O N K A , M I N N E S O T A 5 5 3 4 3 P H : 6 1 2 - 2 6 0 - 2 3 1 0 C O N T A C T : A Z I Z S I D D I Q U I E M : a s i d d i q u i @ d w h o m e s . c o m 1 0 S H E E T I N D E X N O . C O V E R S H E E T 1 V I C I N I T Y M A P N O T T O S C A L E G R A D I N G A N D D R A I N A G E P L A N 6 E R O S I O N A N D S E D I M E N T C O N T R O L N O T E S A N D D E T A I L S 1 1 - 1 2 S A N I T A R Y A N D W A T E R M A I N P L A N 1 3 S I T E P L A N 5 S A N I T A R Y A N D W A T E R M A I N P L A N A N D P R O F I L E S E X I S T I N G C O N D I T I O N S P L A N 4 E R O S I O N A N D S E D I M E N T C O N T R O L P L A N 9 1 4 - 1 6 S T O R M S E W E R P L A N P R O J E C T L O C A T I O N F I L T R A T I O N B A S I N C R O S S S E C T I O N S 8 1 7 - 1 8 S T R E E T A N D S T O R M S E W E R P L A N A N D P R O F I L E S 1 9 - 2 0 S T R E E T I N T E R S E C T I O N D E T A I L S C O N S T R U C T I O N D E T A I L S 2 - 3 2 1 L A N D S C A P E P L A N 2 2 L A N D S C A P E S C H E D U L E A N D D E T A I L S 2 3 P H O T O M E T R I C P L A N G R A D I N G P R O F I L E S 7 D E V E L O P E R ORONO CROSSINGS CONSTRUCTION DOCUMENTS DETAILS 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 2 ORONO CROSSINGS CONSTRUCTION DOCUMENTS DETAILS 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 3 OUTLOT AWAYZATA BLVD. WEST (COUNTY HIGHWAY NO. 1 1 2 ) PARKWAYKELLEY WILLOW DRIVE (PUBLIC R.O.W.) (PUBLIC R.O.W.) N 8 9 ° 5 1 ' 1 2 " W 8 9 . 9 2 R=256.50L=89.77Δ=20°03'1 3 " R=361.68L=127.01Δ=20°07'13"S49°58'22"W63.13S00°54'50"W185.94S89°05'10"E 456.46 N00°08'48"E 399.58 S 8 8 ° 5 1 ' 1 1 " E 4 8 . 4 7 R=430.00L=189.83Δ=25°17'40" ( P U B L I C R . O . W . ) 1 " = 5 0 ' 1 2 / 1 / 2 0 2 0 P G P F F I E L D C R E W D R A W N B Y S C A L E D A T E I S S U E D J O B N O . C H E C K E D B Y 2 2 0 - 0 1 0 1 O R O N O , M I N N E S O T A O R O N O C R O S S I N G T S A L T A / N S P S L A N D T I T L E S U R V E Y P R O P E R T Y D E S C R I P T I O N O u t l o t A , S t o n e b a y , H e n n e p i n C o u n t y , M i n n e s o t a . A b s t r a c t P r o p e r t y T o W e e k l e y H o m e s , L L C , a D e l a w a r e l i m i t e d l i a b i l i t y c o m p a n y , C e n t r a l O r o n o , L L C , a M i n n e s o t a l i m i t e d l i a b i l i t y c o m p a n y , a n d S t e w a r t T i t l e G u a r a n t y C o m p a n y : T h i s i s t o C e r t i f y t h a t t h i s m a p o r p l a t a n d t h e s u r v e y o n w h i c h i t i s b a s e d w e r e m a d e i n a c c o r d a n c e w i t h t h e 2 0 1 6 M i n i m u m S t a n d a r d D e t a i l R e q u i r e m e n t s f o r A L T A / N S P S L a n d T i t l e S u r v e y s , j o i n t l y e s t a b l i s h e d a n d a d o p t e d b y A L T A a n d N S P S , a n d i n c l u d e s I t e m s 1 , 2 , 3 , 4 , 5 , 6 ( a ) , 8 , 1 1 , 1 3 a n d 1 6 o f T a b l e A t h e r e o f . T h e f i e l d w o r k w a s c o m p l e t e d o n N o v e m b e r 1 1 , 2 0 2 0 . D a t e o f P l a t o r M a p : _ _ _ _ _ _ _ _ _ _ _ _ _ D e c e m b e r 1 , 2 0 2 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P e t e G o e r s , P r o f e s s i o n a l L a n d S u r v e y o r M i n n e s o t a L i c e n s e N o . 4 4 1 1 0 E m a i l : p g o e r s @ a l l i a n t - i n c . c o m 1 . T h i s s u r v e y a n d t h e p r o p e r t y d e s c r i p t i o n s h o w n h e r e o n a r e b a s e d u p o n i n f o r m a t i o n f o u n d i n t h e c o m m i t m e n t f o r t i t l e i n s u r a n c e p r e p a r e d b y S t e w a r t T i t l e G u a r a n t y C o m p a n y , f i l e n o . 0 1 0 4 0 - 2 3 5 7 3 , d a t e d A u g u s t 1 9 , 2 0 2 0 . 2 . A l l d i s t a n c e s a r e i n f e e t . 3 . T h e b a s i s o f b e a r i n g s i s a s s u m e d . 4 . B e n c h m a r k 1 : T o p n u t o f h y d r a n t l o c a t e d a t t h e S W c o r n e r o f K e l l e y P a r k w a y a n d W i l l o w D r i v e h a s a n e l e v a t i o n o f 1 0 2 3 . 4 4 f e e t N A V D 8 8 . 5 . B e n c h m a r k 1 : T o p n u t o f h y d r a n t l o c a t e d a l o n g K e l l e y P a r k w a y , 9 9 . 7 f e e t f r o m t h e m o s t n o r t h w e s t e r l y c o r n e r o f O u t l o t A , h a s a n e l e v a t i o n o f 1 0 2 9 . 6 3 f e e t N A V D 8 8 . 6 . T h e e x i s t i n g h o u s e a c r o s s K e l l e y P a r k w a y f r o m s u b j e c t p r o p e r t y i s d e p i c t e d p e r a e r i a l p h o t o g r a p h y . C E R T I F I C A T I O N N O T E S L E G E N D 7 3 3 M a r q u e t t e A v e , S t e 7 0 0 M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 6 1 2 . 7 5 8 . 3 0 9 9 w w w . a l l i a n t - i n c . c o m M A I N F A X T A B L E A I T E M S 1 . M o n u m e n t s p l a c e d ( o r a r e f e r e n c e m o n u m e n t o r w i t n e s s t o t h e c o r n e r ) a t a l l m a j o r c o r n e r s o f t h e b o u n d a r y o f t h e p r o p e r t y , u n l e s s a l r e a d y m a r k e d o r r e f e r e n c e d b y e x i s t i n g m o n u m e n t s o r w i t n e s s e s t o t h e c o r n e r a r e s h o w n h e r e o n . 2 . A d d r e s s o f t h e p r o p e r t y i s n o t a v a i l a b l e a t t h e t i m e o f s u r v e y . 3 . T h e p r o p e r t y l i e s w i t h i n Z o n e X ( u n s h a d e d - a r e a s d e t e r m i n e d t o b e o u t s i d e t h e 0 . 2 % a n n u a l c h a n c e f l o o d p l a i n ) o f F e d e r a l E m e r g e n c y M a n a g e m e n t A g e n c y ( F E M A ) F l o o d I n s u r a n c e C o m m u n i t y P a n e l N o . 2 7 0 5 3 C 0 3 0 2 F , e f f e c t i v e N o v e m b e r 4 , 2 0 1 6 . 4 . T h e a r e a o f t h e a b o v e d e s c r i b e d p r o p e r t y i s 1 6 0 , 6 9 4 S q . F t . o r 3 . 6 8 9 A c r e s . 5 . C o n t o u r l i n e s d e p i c t e d h e r e o n a r e b a s e d o n g r o u n d m e a s u r e m e n t s a n d r e f e r e n c e d t o N A V D 1 9 8 8 . 6 ( a ) . A z o n i n g l e t t e r w a s n o t p r o v i d e d t o s u r v e y o r a t t i m e o f s u r v e y . 8 . S u b s t a n t i a l f e a t u r e s o b s e r v e d i n t h e p r o c e s s o f c o n d u c t i n g f i e l d w o r k , a r e s h o w n h e r e o n . 1 1 . T h e l o c a t i o n s o f e x i s t i n g u t i l i t i e s o n o r s e r v i n g t h e p r o p e r t y a r e d e p i c t e d b a s e d o n G o p h e r S t a t e O n e C a l l T i c k e t N o . 2 0 3 0 8 2 8 9 4 , d a t e d 1 1 / 0 3 / 2 0 2 0 , a v a i l a b l e c i t y m a p s , r e c o r d s a n d o b s e r v e d e v i d e n c e l o c a t i o n s . L a c k i n g e x c a v a t i o n , u n d e r g r o u n d u t i l i t y l o c a t i o n s m a y n o t b e e x a c t . V e r i f y c r i t i c a l u t i l i t i e s p r i o r t o c o n s t r u c t i o n o r d e s i g n . 1 3 . N a m e s o f a d j o i n i n g o w n e r s a r e d e p i c t e d b a s e d o n H e n n e p i n C o u n t y G I S t a x i n f o r m a t i o n . 1 6 . T h e r e w a s n o o b s e r v e d e v i d e n c e o f e a r t h m o v i n g w o r k o r b u i l d i n g c o n s t r u c t i o n a t t h e t i m e o f o u r f i e l d w o r k . T h e f o l l o w i n g a r e s u r v e y r e l a t e d e x c e p t i o n s s e t f o r t h i n S c h e d u l e B , P a r t I I o f t h e h e r e i n r e f e r e n c e d T i t l e C o m m i t m e n t : 1 0 . T e r m s a n d c o n d i t i o n s o f D e c l a r a t i o n , d a t e d J u n e 6 , 2 0 0 3 , f i l e d J u l y 1 6 , 2 0 0 3 , a s D o c u m e n t N o . 8 1 0 4 1 9 2 . A f f e c t s t h e s u r v e y e d p r o p e r t y a n d b l a n k e t i n n a t u r e . 1 1 . T e r m s , c o n d i t i o n s a n d e a s e m e n t s o f F l o w a g e a n d C o n s e r v a t i o n E a s e m e n t A g r e e m e n t a n d W a i v e r o f D a m a g e s , d a t e d J u l y 9 , 2 0 0 3 , f i l e d J u l y 1 6 , 2 0 0 3 , a s D o c u m e n t N o . 8 1 0 4 1 9 3 . D o e s n o t a f f e c t t h e p r o p e r t y . 1 2 . D r a i n a g e a n d u t i l i t y e a s e m e n t s a s s h o w n o n t h e P l a t o f S t o n e b a y , f i l e d J u l y 1 6 , 2 0 0 3 , a s D o c u m e n t N o . 8 1 0 4 1 9 4 . A f f e c t s t h e s u r v e y e d p r o p e r t y a n d d e p i c t e d h e r e o n . 1 3 . T e r m s a n d c o n d i t i o n s o f D e c l a r a t i o n o f E a s e m e n t s , R e s t r i c t i o n s a n d C o v e n a n t s f o r S t o n e b a y , d a t e d J u l y 2 8 , 2 0 0 4 , f i l e d J u l y 2 9 , 2 0 0 4 , a s D o c u m e n t N o . 8 4 0 6 7 5 2 . A f f e c t s t h e s u r v e y e d p r o p e r t y a n d b l a n k e t i n n a t u r e . S C H E D U L E B , P A R T I I E X C E P T I O N S V I C I N I T Y M A P 1 / 5 / 2 1 : R e v i s e d w a t e r s t u b l o c a t i o n p e r a s - b u i l t 1 / 1 3 / 2 1 : A d d e d e x i s t i n g h o u s e p e r a e r i a l p h o t o g r a p h y 1 / 1 8 / 2 1 : A l i g n e d s a n i t a r y s e w e r w i t h m a n h o l e a l o n g W i l l o w D r i v e 4 / 2 1 / 2 1 : R e v i s e d p r o p e r t y a r e a BLOCK 843251 B L O C K 7 4 3 2 1 B L O C K 6 4 3 2 1 BLOCK 9 432 51 BLOCK 5 432 51 BLOCK 2 4 3 21 B L O C K 4 4 3 2 1 B L O C K 3 3 2 1 BLOCK 1321 O U T L O T A OUTLOT D OU T L O T B O U T L O T B O U T L O T C BLOSSOM CIRCLEBLOSSOM CIRCLE B L O S S O M C I R C L E WAYZATA BLVD. WEST (COUNTY HIGHWAY N O . 1 1 2 ) P A R K W A Y KELLEY WILLOW DRIVE (PUBLIC R.O.W.) (PUBLIC R.O.W.) ( P U B L I C R . O . W . ) 5 ORONO CROSSINGS CONSTRUCTION DOCUMENTS SITE PLAN 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 S I T E P L A N N O T E S : S I T E P L A N N O T E S : LEGEND: P R I V A T E R O A D S E C T I O N ( 2 4 ' B - B ) PRIVATE PAVEMENT SECTION ROAD(INSET A)TYPICAL LOT DETAIL E N T R A N C E R O A D S E C T I O N ( 3 4 ' B - B ) BLOCK 8432 5 1 B L O C K 7 4 3 2 1 B L O C K 6 4 3 2 1 BLOCK 9 432 51 BLOCK 5 432 51 BLO C K 2 4 3 2 1 B L O C K 4 4 3 2 1 B L O C K 3 3 2 1 BLOCK 1321WAYZATA BLVD. WEST (COUNTY HIGHWA Y N O . 1 1 2 ) P A R K W A Y KELLEY WILLOW DRIVE (PUBLIC R.O.W.) (PUBLIC R.O.W.) ( P U B L I C R . O . W . ) 6 ORONO CROSSINGS CONSTRUCTION DOCUMENTS GRADING AND DRAINAGE PLAN 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 GRADING LEGEND:1234BLOCK 1 R E T A I N I N G W A L L N O T E S : G R A D I N G N O T E S : H O L D D O W N D E T A I L S R o a d A P R O F I L E 7 ORONO CROSSINGS CONSTRUCTION DOCUMENTS GRADING PROFILES 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 BLOCK 843251 B L O C K 7 4 3 2 1 B L O C K 6 4 3 2 1 BLOCK 9 432 51 BLOCK 5 432 51 BLOCK 2 4 321 B L O C K 4 4 3 2 1 B L O C K 3 3 2 1 BLOCK 1321 O U T L O T A OUTLOT D OUTLOT B O U T L O T B OUTLO T C BLOSSOM CIRCLEBLOSSOM CIRCLEBLOS S O M C I R C L E WAYZATA BLVD. WEST (COUNTY HIGHWAY NO. 11 2 ) P A R K W A Y KELLEY WILLOW DRIVE (PUBLIC R.O.W.) (PUBLIC R.O.W.) ( P U B L I C R . O . W . ) 8 ORONO CROSSINGS CONSTRUCTION DOCUMENTS EROSION AND SEDIMENT CONTROL PLAN 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 ACTIVE SWPPP MAP LEGEND L E G E N D : D N D C O N S T R U C T I O N S E Q U E N C I N G : N O T E : S W P P P B M P Q U A N T I T I E S E R O S I O N C O N T R O L R E S P O N S I B L E P A R T Y : C O N T R A C T O R : ( P E R P L A N ) : N O T E T O C O N T R A C T O R : V I C I N I T Y M A P N O T T O S C A L E D U R I N G C O N S T R U C T I O N : I M P A I R E D W A T E R R E Q U I R E M E N T 9 ORONO CROSSINGS CONSTRUCTION DOCUMENTS EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 E R O S I O N C O N T R O L S C H E D U L E : P E R M A N E N T C O V E R : EROSION CONTROL GENERAL NOTES: M A N A G E M E N T M E A S U R E S : M A I N T E N A N C E P R O G R A M : P O L L U T I O N P R E V E N T I O N E R O S I O N A N D S E D I M E N T C O N T R O L · S E D I M E N T C O N T R O L P R A C T I C E S : DEWATERING: WAYZATA BLVD. WEST (COUNTY HIGHWAY N O . 1 1 2 ) P A R K W A Y KELLEY WILLOW DRIVE (PUBLIC R.O.W.) (PUBLIC R.O.W.) ( P U B L I C R . O . W . ) BLOCK 843251 B L O C K 7 4 3 2 1 B L O C K 6 4 3 2 1 BLOCK 9 432 51 BLOCK 5 432 51 BLOCK 2 4 3 21 B L O C K 4 4 3 2 1 B L O C K 3 3 2 1 BLOCK 1321 1 0 ORONO CROSSINGS CONSTRUCTION DOCUMENTS SANITARY SEWER AND WATERMAIN PLAN 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 L E G E N D : U T I L I T Y N O T E S : SANITARY SEWER SCHEDULE R o a d A P R O F I L E KELLEY 21BLOCK 9 4 3 2 5 1 BLOCK 1 21OUTLOT D W A Y Z A T A B L V D . W E S T ( C O U N T Y H I G H W A Y N O . 1 1 2 ) ( P U B L I C R . O . W . ) B L O C K 8 4 3 2 5 1 B L O C K 7 4 3 2 1 B L O C K 6 4 3 2 1 B L O S S O M C I R C L E WILLOW DRIVE 1 1 ORONO CROSSINGS CONSTRUCTION DOCUMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 MATCH LINE (SEE SHEET 12) BLOSSOM CIRCLE L E G E N D : L E G E N D : N O T E S : MATCHLINE (THIS SHEET)BLOSSOM CIRCLESTA: 1+13.93STA: (11+86.51) M H 1 - E X I S T I N G WILLOW DRIVE(PUBLIC R.O.W.)BLOCK 64 3 2 1BLOCK 543251WILLOW DRIVE WAY Z A T A B L V D . W E S T ( C O U N T Y H I G H W A Y N O . 1 1 2 ) W I L L O W D R I V E BLO C K 8 4 3 2 5 1 BLO C K 7 1 5 B L O C K 5 4 3 5 BL O C K 2 4 3 2 1 BLO C K 4 4 3 2 1 BL O C K 3 3 2 1 BL O C K 1 3 2 1 E a s t W m C o n n e c t i o n P R O F I L E 1 2 ORONO CROSSINGS CONSTRUCTION DOCUMENTS SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 MATCH LINE (SEE SHEET 11)BLOSSOM CIR C L E L E G E N D : L E G E N D : N O T E S : E A S T W A T E R M A I N L O O P WAYZATA BLVD. WEST (COUNTY HIGHWAY NO. 1 1 2 ) P A R K W A Y KELLEY WILLOW DRIVE (PUBLIC R.O.W.) (PUBLIC R.O.W.) ( P U B L I C R . O . W . ) BLOCK 843251 B L O C K 7 4 3 2 1 B L O C K 6 4 3 2 1 BLOCK 9 432 51 BLOCK 5 432 51 BLOCK 2 4 3 21 B L O C K 4 4 3 2 1 B L O C K 3 3 2 1 BLOCK 1321 O U T L O T A OUTLOT D OUTLOT B O U T L O T B OU T L O T C BLOSSOM CIRCLEBLOSSOM CIRCLEB L O S S O M C I R C L E 1 3 ORONO CROSSINGS CONSTRUCTION DOCUMENTS STORM SEWER PLAN 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 STORM SEWER SCHEDULE S T O R M S E W E R N O T E S : LEGEND: O C S 5 0 1 N O T T O S C A L E O C S 3 0 0 & 4 0 0 N O T T O S C A L E R o a d A P R O F I L E BLOCK 821BLOCK 9 4 3 2 5 1 BLOCK 1 21BLOSSOM CIRCLEKELLEY PKWY O U T L O T A W A Y Z A T A B L V D . W E S T ( C O U N T Y H I G H W A Y N O . 1 1 2 ) ( P U B L I C R . O . W . ) B L O C K 8 4 3 2 5 1 B L O C K 7 4 3 2 1 B L O C K 6 4 3 2 1 B L O S S O M C I R C L E B L O S S O M C I R C L E BLOSSOM CIRCLE WILLOW DRIVE WA Y Z A T A B L V D . W E S T 1 4 ORONO CROSSINGS CONSTRUCTION DOCUMENTS STREET AND STORM SEWER PLAN AND PROFILES 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 MATCH LINE (SEE SHEET 15) BLOSSOM CIRC L E N O T E S : L E G E N D : BLOCK 64 3 2 1BLOCK 543251BLOSSOM CIRCLEWILLOW DRIVE WILLOW DRIVE WAYZATA BLVD. WESTRoad A PROFILE OU T L O T A WAY Z A T A B L V D . W E S T ( C O U N T Y H I G H W A Y N O . 1 1 2 ) W I L L O W D R I V E 33 BLO C K 8 4 3 2 5 1 BLO C K 7 1 5 B L O C K 5 4 3 5 BL O C K 2 4 3 2 1 BLO C K 4 4 3 2 1 BL O C K 3 3 2 1 BL O C K 1 3 2 1 BLO S S O M C I R C L E B L O S S O M C I R C L E B L O S S O M C I R C L E W I L L O W D R I V E 1 5 ORONO CROSSINGS CONSTRUCTION DOCUMENTS STREET AND STORM SEWER PLAN AND PROFILES 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 MATCH LINE (SEE SHEET 14)BLOSSOM CIR C L E L E G E N D : N O T E S : WAYZATA BLVD. WEST (COUNTY HIGH W A Y N O . 1 1 2 ) KELLEY WILLOW DRIVE (PUBLIC R.O.W.) (PUBLIC R.O.W.)BLOCK 8432 5 1 B L O C K 7 4 3 2 1 B L O C K 6 4 3 2 1 BLOCK 9 432 51 BLOCK 5 432 51 B L O C K 2 4 3 2 1 1 BLOCK 1321BLOSSOM CIRCLEBLOSSOM CIRCLE B L O S S O M C I R C L E WILLOW DRIVE WA Y Z A T A B L V D . W E S T 1 6 ORONO CROSSINGS CONSTRUCTION DOCUMENTS 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 CENTRAL STORM RUN L E G E N D : C B 1 0 6 - C B 1 0 4 O C S 5 0 1 - F E S 5 0 0 N O T E S : STREET AND STORM SEWER PLAN AND PROFILES B L O C K 4 4 3 2 1 B L O C K 3 3 KELLEY PARKWAY KELLEY PARKWAY 1 7 ORONO CROSSINGS CONSTRUCTION DOCUMENTS FILTRATION BASIN CROSS SECTION 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 LEGEND: F I L T R A T I O N B A S I N 1 A - A ' C R O S S S E C T I O N N O T T O S C A L E DRAINTILE SECTION:FILTRATION BASINS 1&2 21OUTLOT D B L O S S O M C I R C L E WAYZATA BLVD B L O C K 2 3 2 1 3 K E L L E Y P A R K W A Y 1 8 ORONO CROSSINGS CONSTRUCTION DOCUMENTS FILTRATION BASIN CROSS SECTION 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 LEGEND:FILTRATION BASIN 3 C-C' CROSS SECTIONNOT TO SCALE F I L T R A T I O N B A S I N 2 B - B ' C R O S S S E C T I O N N O T T O S C A L E D R A I N T I L E S E C T I O N : F I L T R A T I O N B A S I N 3 B L O C K 1 1 BLOSSOM CIRCLE KELLEY PKWY B L O C K 8 3 2 1 1 B L O S S O M C I R C L E B L O S S O M C I R C L E 1 9 ORONO CROSSINGS CONSTRUCTION DOCUMENTS STREET INTERSECTION DETAILS 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 KELLEY PARKWAY - BLOSSOM CIRCLE B L O S S O M C I R C L E NOTES:1. SEE CITY OF ORONO STARNDARD PLATES FOR ALL DETAILS.2. ALL RAMPS SHALL BE CONSTRUCTED ACCORDING TO MNDOTSTANDARD DETAILS. BLOCK 232OUTLOT B BLOSSOM CIRC L E WILLOW DRIVE 4 5 BLOSSOM CIRCLE B L O C K 6 1 2 0 ORONO CROSSINGS CONSTRUCTION DOCUMENTS STREET INTERSECTION DETAILS 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 BLOSSOM CIRCLE PARKING AREA B L O S S O M C I R C L E - C R O W N T R A N S I T I O N P O I N T B L O S S O M C I R C L E - C R O W N T R A N S I T I O N P O I N T WAYZATA BLVD. WEST (COUNTY HIGHWAY NO. 11 2 ) P A R K W A Y KELLEY WILLOW DRIVE (PUBLIC R.O.W.) (PUBLIC R.O.W.) ( P U B L I C R . O . W . ) BLOCK 843251 B L O C K 7 4 3 2 1 B L O C K 6 4 3 2 1 BLOCK 9 432 51 BLOCK 5 432 51 BLOCK 2 4 321 B L O C K 4 4 3 2 1 B L O C K 3 3 2 1 BLOCK 1321 O U T L O T A OUTLOT D OUTLOT B O U T L O T B OUTLO T C BLOSSOM CIRCLEBLOSSOM CIRCLEBLOS S O M C I R C L E A ' A AA'TOWNHOMES 24'34.6'WAYZATA BLVD. WEST PROPERTYLINEBLOSSOM CIR.9.4'8.6' 2 1 ORONO CROSSINGS CONSTRUCTION DOCUMENTS LANDSCAPE PLAN 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 L A N D S C A P E N O T E S L A N D S C A P E N O T E S L A N D S C A P E R E Q U I R E M E N T S L A N D S C A P E N O T E S L E G E N D LANDSCAPE BUFFER SECTION A-A' 2 2 ORONO CROSSINGS CONSTRUCTION DOCUMENTS LANDSCAPE SCHEDULE AND DETAILS 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 C O L U M N A N D O R N A M E N T A L F E N C E E X A M P L E S 1 LANDSCAPE SCHEDULESEEDING NOTES: P A R K W A Y KELLEY WILLOW DRIVE (PUBLIC R.O.W.) ( P U B L I C R . O . W . ) BLOCK 843251 B L O C K 7 4 3 2 1 B L O C K 6 4 3 2 1 BLOCK 9 432 51 BLOCK 5 432 51 BLOCK 2 4 3 21 B L O C K 4 4 3 2 1 B L O C K 3 3 2 1 BLOCK 1321 O U T L O T A OUTLOT D OU T L O T B O U T L O T B O U T L O T C BLOSSOM CIRCLEBLOSSOM CIRCLE B L O S S O M C I R C L E X X X X A A AA3 A A 0.00.0 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 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 . 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 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 . 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 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 . 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 . 1 0 . 1 0 . 2 0 . 2 0 . 2 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 . 1 0 . 2 0 . 3 0 . 4 0 . 3 0 . 3 0 . 2 0 . 1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0 . 0 0 . 1 0 . 4 0 . 6 0 . 7 0 . 6 0 . 5 0 . 2 0 . 1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0 . 0 0 . 2 0 . 9 1 . 1 1 . 1 0 . 9 0 . 6 0 . 3 0 . 1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0 . 0 0 . 1 1 . 5 1 . 6 1 . 5 1 . 2 0 . 8 0 . 3 0 . 1 0.0 0.0 0.0 0.0 0.00.1 0.0 0.0 0.0 0.0 0.0 0 . 0 0 . 0 0 . 0 2 . 7 2 . 9 2 . 1 1 . 4 0 . 9 0 . 3 0 . 1 0.0 0.0 0.0 0.0 0.00.4 0.6 0.6 0.0 0.0 0.0 0 . 0 0 . 0 0 . 1 4 . 9 6 . 1 2 . 7 1 . 6 0 . 9 0 . 3 0 . 1 0.0 0.0 0.0 0.0 0.00.6 1.0 1.3 2.0 3.8 3.7 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 7 . 7 4 . 8 2 . 9 1 . 7 0 . 9 0 . 3 0 . 1 0.0 0.0 0.0 0.0 0.00.7 1.2 1.8 2.7 4.9 5.5 3.2 1.8 0.4 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 6 . 8 4 . 8 2 . 9 1 . 7 0 . 9 0 . 3 0 . 1 0.0 0.0 0.0 0.0 0.00.9 1.3 1.6 2.1 3.0 3.4 2.9 1.7 1.1 0.6 0.2 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 5 . 5 6 . 5 2 . 8 1 . 6 0 . 9 0 . 3 0 . 1 0.0 0.0 0.0 0.0 0.00.7 1.0 1.3 1.6 1.9 2.0 1.91.7 1.10.6 0.3 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 3 . 0 3 . 4 2 . 3 1 . 5 0 . 9 0 . 3 0 . 1 0.0 0.0 0.0 0.0 0.00.5 0.7 1.0 1.1 1.3 1.5 1.4 1.4 0.9 0.5 0.2 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 . 1 1 . 7 1 . 8 1 . 6 1 . 3 0 . 8 0 . 3 0 . 1 0.0 0.0 0.0 0.0 0.00.3 0.4 0.5 0.5 0.7 1.0 1.0 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 2 1 . 0 1 . 2 1 . 2 1 . 0 0 . 6 0 . 3 0 . 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.4 0.6 0.6 0.6 0.4 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0 . 1 0 . 2 0 . 3 0 . 5 0 . 6 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 5 0 . 7 0 . 8 0 . 7 0 . 5 0 . 3 0 . 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.30.1 0.0 0.0 0.1 0.1 0 . 1 0 . 2 0 . 4 0 . 6 0 . 9 1 . 2 1 . 6 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 4 0 . 4 0 . 4 0 . 3 0 . 2 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 0.1 0.1 0.1 0.20.0 0.1 0.1 0 . 2 0 . 3 0 . 5 0 . 9 1 . 2 1 . 7 2 . 5 3 . 8 1 . 8 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 2 0 . 2 0 . 2 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 0.1 0.10.1 0.1 0 . 2 0 . 3 0 . 6 0 . 9 1 . 3 1 . 9 3 . 8 7 . 4 7 . 7 3 . 2 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 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 0.1 0.1 0.1 0.1 0.1 0.10.0 0.1 0 . 1 0 . 2 0 . 4 0 . 8 1 . 2 1 . 7 2 . 6 4 . 0 5 . 3 8 . 2 4 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0 . 1 0 . 1 0 . 2 0 . 5 0 . 8 1 . 3 1 . 8 2 . 6 3 . 6 6 . 7 3 . 9 2 . 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 0.1 0.1 0.3 0.6 0.3 0.3 0.2 0.1 0.1 0.1 0.00.0 0.0 0 . 1 0 . 2 0 . 4 0 . 7 1 . 1 1 . 7 2 . 2 3 . 1 2 . 4 1 . 6 0 . 9 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 0.1 0.5 1.6 1.7 0.9 0.6 0.3 0.2 0.1 0.1 0.00.0 0 . 1 0 . 1 0 . 3 0 . 6 1 . 0 1 . 5 1 . 7 1 . 6 1 . 3 0 . 8 0 . 4 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 0.1 0.5 3.1 4.1 3.6 1.8 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0 . 1 0 . 1 0 . 2 0 . 5 0 . 9 1 . 1 1 . 2 1 . 0 0 . 6 0 . 3 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 0.1 0.6 2.5 4.9 7.04.42.4 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0 . 1 0 . 1 0 . 2 0 . 5 0 . 7 0 . 8 0 . 7 0 . 4 0 . 3 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 0.1 0.1 0.5 3.2 5.34.42.1 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0 . 1 0 . 1 0 . 2 0 . 3 0 . 4 0 . 4 0 . 3 0 . 2 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 0.1 0.1 0.2 0.8 3.01.10.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0 . 0 0 . 0 0 . 2 0 . 2 0 . 2 0 . 2 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 0.1 0.1 0.5 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0 . 0 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 0.1 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 . 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 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 . 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 . 1 0 . 1 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 . 1 0 . 2 0 . 4 0 . 4 0 . 3 0 . 3 0 . 2 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 . 1 0 . 3 0 . 9 1 . 8 1 . 1 0 . 8 0 . 5 0 . 3 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 . 1 0 . 2 0 . 9 4 . 1 3 . 3 2 . 9 1 . 6 0 . 7 0 . 3 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 . 2 1 . 1 4 . 0 5 . 9 6 . 1 4 . 0 2 . 0 0 . 9 0 . 3 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 . 1 0 . 1 0 . 2 1 . 0 4 . 0 5 . 1 4 . 5 1 . 6 0 . 5 0 . 2 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 . 1 0 . 1 0 . 2 0 . 9 2 . 1 0 . 7 0 . 3 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 . 1 0 . 1 0 . 4 0 . 2 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 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 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 . 1 0 . 2 0 . 7 1 . 3 0 . 6 0 . 7 0 . 8 1 . 2 0 . 9 0 . 2 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 . 1 0 . 3 1 . 3 4 . 9 5 . 5 6 . 6 6 . 2 5 . 7 1 . 8 0 . 3 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 . 1 0 . 4 1 . 5 2 . 3 3 . 4 4 . 0 3 . 8 2 . 7 1 . 9 0 . 7 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 3 0 . 4 0 . 5 0 . 8 1 . 1 1 . 0 0 . 7 0 . 7 0 . 4 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 3 0 . 3 0 . 3 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 XX 2 3 ORONO CROSSINGS CONSTRUCTION DOCUMENTS PHOTOMETRIC PLAN 7 3 3 M a r q u e t t e A v e n u e M i n n e a p o l i s , M N 5 5 4 0 2 6 1 2 . 7 5 8 . 3 0 8 0 w w w . a l l i a n t - i n c . c o m S u i t e 7 0 0 Luminaire ScheduleSymbol Qty231Calculation SummaryLabelSITE GROUNDPARKING NORTHSOUTHWEST PARKING LabelAAXXArrangementSINGLEAA3SINGLESINGLECalcTypeIlluminanceIlluminanceIlluminanceLLF Description0.810 0.900 RAYON T349LEDB-170-UNV-40K-T3 - T S A M 1 0 S - B Z - H S S M O U N T O N 2 0 F T S S S P O L E W I T H 2 F T B A S E EXISTING POLE TO REMAIN - ESTI M A T E D O U T P U T A T 2 0 F T 0.900 T349LEDB-119-UNV-40K-T4-TSAM1 0 S - B Z - H S S M O U N T O N 2 0 F T S S S P O L E W / 2 F T B A S E UnitsFcFcFcAvg Max Min0.292.740.00 8.27.40.0 0.00.30.0 Avg/ M i n M a x / M i n N.A. N . A . 9.13N.A. 2 4 . 6 7 N . A . A r r . W a t t s 1 6 6 . 5 6 8 5 . 2 1 1 9 . 9 8 L u m . L u m e n s 1 5 4 3 8 9 0 1 0 1 1 2 0 6 6 1 3 0 B l u e C i r c l e D r . , M i n n e t o n k a , M N 5 5 3 4 3 P h 9 5 2 - 2 1 7 - 0 4 0 0 - F a x 9 5 2 - 9 3 0 - 1 6 3 2 w w w . p u l s e p r o d u c t s . c o m T Y P E A A & A A 3 ( S E E S C H E D U L E F O R D E S C R I P T I O N ) Or o n o C r o s s i n g T o w n h o m e s - 22 ’ x 5 3 ’ P r o d u c t – f i v e unit building OR O N O , M N Lap Siding - Vinyl Board and Batten - Vinyl Window/Door Trim - Vinyl Soffit/Fascia - Aluminum Stone - Cultured Stone Shingles - Asphalt Or o n o C r o s s i n g T o w n h o m e s - 22 ’ x 5 3 ’ P r o d u c t – f i v e unit building Or o n o , m n fr o n t  el e v a t i o n re a r  el e v a t i o n ri g h t  si d e  el e v a t i o n le f t  si d e  el e v a t i o n Or o n o C r o s s i n g T o w n h o m e s - 22 ’ x 5 3 ’ p r o d u c t – f i v e u n i t b u i l d i n g Or o n o , m n Fi v e  Un i t  Bu i l d i n g  –F i r s t  Fl o o r Pl a n  2  –1 st fl o o r Pl a n  1  ‐ 1 st fl o o r Pl a n  2  –1 st fl o o r Pl a n  2  –1 st fl o o r Pl a n  1  ‐ 1 st floor Or o n o C r o s s i n g T o w n h o m e s - 22 ’ x 5 3 ’ p r o d u c t – f i v e u n i t b u i l d i n g Or o n o , m n Fi v e  Un i t  Bu i l d i n g  –S e c o n d  Fl o o r Pl a n  2  –2 nd fl o o r Pl a n  1  ‐ 2 nd fl o o r Pl a n  2  –2 nd fl o o r Pl a n  2  –2 nd fl o o r Pl a n  1  ‐ 2 nd floor KNOW ALL PERSONS BY THESE PRESENTS: That Weekley Homes, LLC, a Delaware limited liability company, owner of the fol l o w i n g d e s c r i b e d p r o p e r t y s i t u a t e d C o u n t y o f H e n n e p i n , S t a t e o f M i n n e s o t a , t o wit:Outlot A, STONEBAY.Has caused the same to be surveyed and platted as ORONO CROSSING and does hereby dedicate to the public for public use t h e p u b l i c w a y ( s ) a n d / o r t h e d r a i n a g e a n d u t i l i t y e a s e m e n t s a s c r e a t e d b y t h i s plat.In witness whereof said Weekley Homes, LLC, a Delaware limited liability company, has caused these presents to be signed by i t s p r o p e r o f f i c e r t h i s _ _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 _ _ _ . Signed: Weekley Homes, LLCBy:_______________________________________________xxxxxx, Chief ManagerSTATE OF ________________________________________COUNTY OF ______________________________________The foregoing instrument was acknowledged before me on this ______ day of ____________________, 202___ by xxxxxxxxxxxx, C h i e f M a n a g e r o f W e e k l e y H o m e s , L L C , a D e l a w a r e l i m i t e d l i a b i l i t y c o m p a n y , on behalf of the company.________________________________________________________________________________________________________Printed NameNotary Public, _____________________________________ County, _______________________________ My Commission Expires ____________________________I Peter Goers do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land S u r v e y o r i n t h e S t a t e o f M i n n e s o t a ; t h a t t h i s p l a t i s a c o r r e c t r e p r e s e n t a t i o n o f the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted o n t h i s p l a t h a v e b e e n , o r w i l l b e c o r r e c t l y s e t w i t h i n o n e y e a r ; t h a t a l l w a t e r boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown a n d l a b e l e d o n t h i s p l a t ; a n d a l l p u b l i c w a y s a r e s h o w n a n d l a b e l e d o n t h i s plat.Dated this ________ day of ______________________, 202___.__________________________________________________Peter Goers, Licensed Land SurveyorMinnesota License No. 44110STATE OF MINNESOTACOUNTY OF HENNEPINThis instrument was acknowledged before me on this ______ day of ____________________, 202___, by Peter Goers.______________________________________________________________________________________________________Printed NameNotary Public, _______________________________ County, Minnesota My Commission Expires _____________________________ C i t y C o u n c i l , C i t y o f O r o n o , M i n n e s o t a T h i s p l a t o f O R O N O C R O S S I N G w a s a p p r o v e d a n d a c c e p t e d b y t h e C i t y C o u n c i l o f t h e C i t y o f O r o n o , M i n n e s o t a a t a r e g u l a r m e e t i n g t h e r e o f h e l d t h i s _ _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 _ _ _ . I f a p p l i c a b l e , t h e w r i t t e n c o m m e n t s a n d r e c o m m e n d a t i o n s o f t h e C o m m i s s i o n e r o f T r a n s p o r t a t i o n a n d t h e C o u n t y H i g h w a y E n g i n e e r h a v e b e e n r e c e i v e d b y t h e C i t y o n t h e p r e s c r i b e d 3 0 d a y p e r i o d h a s e l a p s e d w i t h o u t r e c e i p t o f s u c h c o m m e n t s a n d r e c o m m e n d a t i o n s , a s p r o v i d e d b y M i n n e s o t a S t a t u t e s , S e c t i o n 5 0 5 . 0 3 , S u b d i v i s i o n 2 . B y : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , M a y o r B y : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , C l e r k R E S I D E N T A N D R E A L E S T A T E S E R V I C E S , H e n n e p i n C o u n t y , M i n n e s o t a I h e r e b y c e r t i f y t h a t t a x e s p a y a b l e i n 2 0 2 _ _ _ a n d p r i o r t o y e a r s h a v e b e e n p a i d f o r l a n d d e s c r i b e d o n t h i s p l a t d a t e d t h i s _ _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 _ _ _ . M a r k V . C h a p i n , C o u n t y A u d i t o r b y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , D e p u t y S U R V E Y D I V I S I O N H e n n e p i n C o u n t y , M i n n e s o t a P u r s u a n t t o M N . S T A T . S e c . 3 8 3 B . 5 6 5 ( 1 9 6 9 ) , t h i s p l a t h a s b e e n a p p r o v e d t h i s _ _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 _ _ _ . C h r i s F . M a v i s , C o u n t y S u r v e y o r b y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C O U N T Y R E C O R D E R H e n n e p i n C o u n t y , M i n n e s o t a I h e r e b y c e r t i f y t h a t t h e w i t h i n p l a t o f O R O N O C R O S S I N G w a s r e c o r d e d i n t h i s o f f i c e t h i s _ _ _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 _ _ _ , a t _ _ _ _ _ o ' c l o c k _ _ _ . M . M a r t i n M c C o r m i c k , C o u n t y R e c o r d e r b y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , D e p u t y S H E E T 1 O F 2 S H E E T S S 4 5 ° 3 8 ' 4 9 " W 3 5 . 0 5 L = 2 3 . 2 3 Δ = 7 ° 4 9 ' 4 7 " L = 3 4 . 1 4 Δ = 1 5 ° 0 2 ' 5 3 " R = 1 5 0 . 0 0 L = 3 9 . 4 0 Δ = 1 5 ° 0 2 ' 5 3 " L=5 9 .8 0Δ=3 4 °15 '4 8 "R =1 2 0 .0 0L=4 9 .7 7Δ=2 3 °4 5 '5 3 "L=20.01Δ=2°39'57"L=20.01Δ=2°39'57" 4 3 2 5 1 9 8 7 6 1 3 1 2 1 1 1 0 4 432 51 2 4 3 2 5 1 7 6 5 4 1 4 1 3 1 2 1 1 1 1 0 9 8 3 21 O U T L O T A OUTLOT D O U T L O T B O U T L O T B O U T L O T C N00°56'13"E 120.00S89°03'47"E 70.00 L=4.62=2°12'21"L=16.10=7°41'14"L=11.02=7°53'32"L=2 7 .3 8Δ=19 °3 6 '5 4 "L=15.41=11°02'00"S89°03'47"E 70.00 S89°03'47"E 70.07 S89°03'47"E 72.80 S89°03'47"E 75.86 S89°03'47"E 72.15L=3.69=3°01'13"L=8.16=6°40'3 3 " L = 3 3 . 1 6 = 2 7 ° 0 8 ' 3 2 " L = 2 7 . 8 4 Δ = 4 ° 5 9 ' 0 3 " L = 1 7 . 6 8 Δ = 2 ° 0 6 ' 3 9 " L = 1 8 . 8 5 = 9 0 ° 0 0 ' 0 0 " L = 1 9.01 Δ = 9 0 ° 4 6'02" L=18.85 Δ=90°00'00"L=13.81=9°53'35"N00°54'50"E 69.10 N 8 9 ° 5 1 ' 1 2 " W 6 9 . 9 7 N 8 9 ° 5 1 ' 1 2 " W 6 9 . 9 7 S 8 9 ° 0 5 ' 1 0 " E 2 7 9 . 3 1 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N00°54'50"E 70.00 N 8 9 ° 5 1 ' 1 2 " W 6 9 . 9 7 N 8 9 ° 5 1 ' 1 2 " W 6 9 . 9 7 N 8 9 ° 5 1 ' 1 2 " W 6 9 . 9 7 S35°55'28"E 70.00L=11.80=22°32'22"L=7.49=14°17'56" L = 1 1 . 9 7 = 2 ° 2 6 ' 5 4 " L = 1 2 . 3 9 = 2 ° 3 2 ' 0 9 " L = 1 4 . 4 5 = 1 ° 3 5 ' 3 1 " L = 4 . 7 1 = 0 ° 3 1 ' 0 8 " S35°55'28"E 69.07 S 3 5 ° 5 5 ' 2 8 " E 7 0 . 0 0 S 3 7 ° 2 0 ' 2 0 " E 7 1 . 4 4 N 5 1 ° 1 2 ' 0 8 " E 1 0 6 . 3 4 S 3 8 ° 4 7 ' 5 2 " E 7 0 . 6 3 S 3 8 ° 4 7 ' 5 2 " E 7 0 . 0 2 N 6 6 ° 1 3 ' 1 8 " E 9 6 . 9 1 S 1 0 ° 2 6 ' 0 6 " E 7 3 . 4 8 S 8 9 ° 5 1 ' 1 2 " E 1 0 9 . 0 6 S00°08'48"W 70.00 S00°08'48"W 70.00 S00°08'48"W 70.00 S00°08'48"W 70.00 L=77.56Δ=10°20'06"L=72.25Δ=9°37'40"S49°58'2 2 " W 6 3 . 1 3 R = 3 6 1 . 6 8 L = 1 2 7 . 0 1 Δ = 2 0 ° 0 7 ' 1 3 " R = 2 5 6 . 5 0 L = 8 9 . 7 7 Δ = 2 0 ° 0 3 ' 1 3 " N 8 9 ° 5 1 ' 1 2 " W 8 9 . 9 2 N00°08'48"E 399.58 S 8 9 ° 0 5 ' 1 0 " E 4 5 6 . 4 6 S00°54'50"W 185.94 S 8 8 ° 5 1 ' 1 1 " E 4 8 . 4 7 R=430.00L=189.83Δ=25°17'40"19.81 19.5 9 2 2 . 0 0 1 6 . 6 7 1 6 . 3 1 7 . 5 6 1 7 . 2 9 2 2 . 0 0 8 . 2 0 2 2 . 0 0 2 2 . 0 0 2 7 . 0 0 3 1 . 0 0 45.00 27.00 17.38 11.2117.0222.00 2 2 . 0 0 2 2 . 0 0 2 7 . 0 0 2 7 . 0 0 2 2 . 0 0 2 2 . 0 0 2 7 . 0 0 2 7 . 0 0 2 2 . 0 0 2 2 . 0 0 1 4 . 1 8 57.85 25.87 26.00 22.00 22.00 22.00 13.15 4 3 . 1 6 3 2 . 4 8 2 1 . 0 9 2 3 . 8 7 5 8 . 2 6 2 5 . 4 1 2 2 . 0 0 2 2 . 0 0 2 7 . 0 0 2 7 . 0 0 2 2 . 0 0 2 2 . 0 0 2 7 . 0 0 2 7 . 0 0 2 2 . 0 0 2 2 . 0 0 13.9022.768.0035.38 22.0022.0022.0026.00 2 7 . 0 0 2 2 . 0 0 2 2 . 0 0 3 8 . 0 6 4 0 . 9 0 2 2 . 0 0 3 4 . 0 1 3 5 . 4 7 2 2 . 0 0 2 2 . 0 0 2 6 . 8 7 22.0027.0027.0022.0022.0027.00 39.11 39.11N49°13'14"W32.63S29°57'14"W 51.50 N42°40'03"W33.23 N 4 2 ° 4 7 ' 5 9 " E 4 5 . 7 5 6 9 . 7 7 N89°05'10"W39.86 R=50.00L=32.15Δ=36°50'18" S 5 4 ° 0 4 ' 3 2 " W 5 8 . 2 6 R = 3 0 0 . 0 0 L = 2 6 . 1 0 Δ = 4 ° 5 9 ' 0 3 " S 4 9 ° 0 5 ' 2 9 " W 2 3 . 8 7 R = 5 0 0 . 0 0 L = 1 8 . 4 2 Δ = 2 ° 0 6 ' 3 9 " S 5 1 ° 1 2 ' 0 8 " W 2 1 . 0 9 S 6 6 ° 1 5 ' 0 1 " W 3 2 . 4 8 R = 6 5 . 0 0 L = 2 7 . 1 1 Δ = 2 3 ° 5 3 ' 4 7 " N 8 9 ° 5 1 ' 1 2 " W 4 3 . 1 6 R = 3 2 . 0 0 L = 5 0 . 2 7 Δ = 9 0 ° 0 0 ' 0 0 " N00°08'48"E 188.87 R = 3 2.0 0 L = 5 0.6 9 Δ = 9 0 ° 4 6'02" S 8 9 ° 0 5 ' 1 0 " E 2 9 3 . 2 0 R=32.00 L=50.27 Δ=90°00'00"S00°54'50"W35.38 R=100.00L=17.27Δ=9°53'35"S10°48'25"W17.31 R=10 0 .0 0L=6 7 .2 7Δ=3 8 °3 2 '2 6 "S27°44'01"E 38.65L=7.47=4°16'38"22.00 6.10 3 . 8 0 S00°54'50"W 89.38 S 8 9 ° 5 1 ' 1 2 " E 1 0 7 . 1 6 103.65270.93 3 6 1 . 4 6 95.00 S 3 8 ° 4 7 ' 5 2 " E 7 0 . 0 0 N 3 0 ° 3 4 ' 1 6 " W 7 2 . 0 9 S 2 3 ° 4 4 ' 5 9 " E 7 0 . 0 1 S 2 3 ° 4 4 ' 5 9 " E 7 0 . 0 2 5 . 1 6 L = 2 1 . 4 2 Δ = 7 ° 1 3 ' 0 6 " L = 1 5 . 8 7 = 1 0 ° 4 1 ' 5 2 " L = 1 9 . 5 8 = 1 3 ° 1 1 ' 5 5 " 3 N54°04'32"E 49.00 N50°31'00"E26.92 N 0 8 ° 5 8 ' 1 3 " W 2 1 . 5 7 2 5 . 0 0 25.00 2 3 . 4 7 W A Y Z A T A B L V D . W E S T ( C O U N T Y H I G H W A Y N O . 1 1 2 ) L = 1 8 . 7 7 = 2 3 ° 5 3 ' 4 7 " N00°08'48"E 89.45 1 9 8 2 . 2 8 O U T L O T B S H E E T 2 O F 2 S H E E T S AGENDA ITEM Prepared By: J. Barnhart Reviewed By: A. Carlson Approved By: 1. Purpose. To consider changes to the city code pertaining to issuing licenses allowing for the placement of docks on right of way on Big Island and add a Dock License fee for Big Island to the fee schedule. The recommended fee is $500.00 per year. 2. Background. The City Council has spent the past several months developing an ordinance that would allow the city to issue licenses to place docks adjacent to rights of way on Big Island. A copy of the document with line numbers for easier navigation is attached as Exhibit D. The City attorney had reviewed and revised the draft ordinance per Council direction, the final ordinance for adoption is attached as Exhibit A. On July 12, 2021, the City Council wanted one modification to clarify that licensees had to be owners, not renters, of Big Island lots of record. Ownership requirements are stipulated in lines 135, and 153-155. License fee. The table below outlines the city’s expected costs. Staff recommends a fee of $500.00. Big Island Dock License Fee Analysis Item Cost Comments Dock Cost (per year) $ 183 Assumed life of dock is 15 years 24 ft. dock costs $2750 Annual Dock Removal $ 150 Annual Dock Installation $ 150 Annual Dock Storage $ 400 Sub total $ 883 10% Admin $ 88 Total $ 972 License Cost $ 486 Assume 2 license per dock 3. Public Comment. Public comments received were included in the packet for July 12, 2021. No comments for or against since the meeting have been received.As of this writing, staff has received one comment requesting the item be tabled, attached as Exhibit E. 4. Staff Recommendation. Staff recommends the Council approve or amend the draft ordinance and approve the license fee. COUNCIL ACTION REQUESTED City Council should review the ordinance and adopt or amend. Exhibits A. Draft Ordinance B. Draft license agreement C. Big Island Dock Map D. Draft Ordinance with line numbers Item No.: 7 Date: July 26, 2021 Item Description: LA21-000040 – Text Amendment related to dock licenses and Big Island Presenter: Jeremy Barnhart, AICP Community Development Director Agenda Section: Consent Agenda Orono, Minnesota, Code of Ordinances Created: 2021-05-05 16:16:04 [EST] (Supp. No. 19, Update 2) Page 1 of 6 ORDINANCE NO. ___, THIRD SERIES CITY OF ORONO HENNEPIN COUNTY, MINNESOTA AN ORDINANCE AMENDING THE CODE OF ORDINANCES PERTAINING TO DOCKS ON THE RIGHT OF WAY IN BIG ISLAND THE CITY COUNCIL OF ORONO ORDAINS: ARTICLE VI. PUBLIC LAKESHORE, LAKESHORE RIGHTS-OF-WAY AND DOCKS Sec. 38-900. Definitions. For purposes of this section, the following terms shall have the meaning given them. Dock shall mean any wharf, pier, boat ramp, boat slip, or other structure constructed or maintained in, upon, or into the water of a lake from either public property or public rights-of-way. Dock accessories shall mean all structures and materials used in conjunction with a dock including but not limited to boat lifts, buoys, fences or other obstructions and permanent or semipermanent steps, ramps or other structures leading to the shoreline. Dock site shall mean the property designated in the license issued pursuant to this section and as designated on the dock location map to be maintained by the city. Public property or public rights-of-way shall mean all publicly owned property and all public rights- of-way that are immediately adjacent to a lakeshore, as designated on the dock location map to be maintained at all times by the city pursuant to this section. (Ord. No. 239 3rd series, § 1, 3-9-2020) Sec. 38-901. License required. No person shall erect, place, keep, or maintain a dock or other structure from on public property or public rights-of-way without a dock license for Crystal Bay Road dock sites. No person use a dock on a dock site on public rights-of-way without a dock license for Big Island dock sites. (Ord. No. 239 3rd series, § 1, 3-9-2020) Sec. 38-902. Applications. Applications for dock licenses shall contain the following information and such other information as the city deems necessary: (1) Full name of applicant; Page 2 of 6 (2) Address; (3) Preferred dock location on the dock location map and, if applying for Crystal Bay Road dock site, dock specifications; (4) Boat license number of any boats to be moored at the dock. (5) An application fee as established by the city council. The application fee shall be refunded if the applicant is not awarded a dock license. (6) Proof of ownership of residential lot. (Ord. No. 239 3rd series, § 1, 3-9-2020) Sec. 38-903. Eligible applicants. A. Crystal Bay Road. Property owners of land adjacent to city owned lakeshore parcels as described in the table below are eligible to apply for a dock license for said site or sites. Only one individual per household may apply for a dock license and only one license shall be issued per city owned parcel. Residential Lot Dock site PID 3445 Crystal Bay Road Is eligible for 1711723430123 3435 Crystal Bay Road Is eligible for 1711723430119 3415 Crystal Bay Road Is eligible for 1711723430117 3407 Crystal Bay Road Is eligible for 1711723430115 B. Big Island The city has identified 7 lake accesses on Big Island on the official dock site map maintained in the office of the city clerk. Inland lot of record owners on Big Island may apply for a dock license on city-owned property or right-of-way for the express purpose of facilitating access to their property via boat. Renters of Inland Lots of Record are not eligible to obtain a license on a City Dock. Sec. 38-904. Application approval and denial. The dock administrator shall provide a recommendation to the city council who shall approve or deny all applications. No application shall be approved if there are any outstanding noncompliance orders against the applicant or if the proposed dock will not comply with all terms of the City Code. Applications will be reviewed in the order in which they are received. (Ord. No. 239 3rd series, § 1, 3-9-2020) 3 Sec. 38-905. Terms of license for Crystal Bay Road dock sites. Before a dock license is issued for Crystal Bay Road dock sites, the applicant must sign a license agreement containing the following terms and conditions and other provisions as the council may require. (1) Rights and liabilities. Except as otherwise provided, a city dock license entitles the license holder to the exclusive use and control of the dock site and the same rights, obligations and liabilities as a private property owner. In addition to the provisions of this section, all dock license sites shall fully comply with LMCD regulations and all applicable state laws and regulations. (2) Indemnification. Dock license holders shall be solely responsible for the dock license site and all activities thereon. The license holder shall indemnify, defend, and hold the city, its officers, boards, commissions, agents, and employees harmless from and against any and all lawsuits, claims, causes of action, liability, and costs, of any nature that the city may at any time, directly or indirectly, suffer, sustain in any way connected with the grant of a dock license or activities on the dock license site. (3) Docks. The license holder shall maintain only one dock at the dock license site. (4) License plates. Dock license plates shall be issued by the city after approval of the license application. The license plate must be securely fixed to the streetside end of the licensed dock. License plates shall be maintained by the licensee and shall remain the property of the city. (5) Transferability. Dock licenses may not be sold, assigned, licensed, or otherwise transferred in any way to any person, partnership or corporation, except that the license may be transferred to a purchaser of the license holder's residential property within the city. Dock space may not be rented. (6) Removal of docks. Upon termination of a dock license, the license holder must completely remove the licensed dock and all accessory items, including but not limited to stairs leading to the dock from the public property or public right-of-way. Any dock or accessory item that has not been removed will be removed by the city and all costs the responsibility of the last license holder for that dock site. (7) Dock construction; specifications and dimensions. a. Docks on dock sites shall comply with LMCD regulations. b. Docks shall be constructed of materials approved by the dock inspector; docks shall be of plank or rail construction; and all dock posts shall be of equal height above the dock; c. Docks shall not be located closer than ten feet to a neighboring dock license site or private property line. The dock administrator may refer, and the city council may grant exceptions where there are unusual circumstances and such an exception will not have a detrimental impact on the lake. The city council may impose conditions on any exception granted under this subsection. d. Docks may not be permanently installed. (8) Dock accessories. All dock accessories must be approved in writing prior to use at a dock site. (9) Dock storage. Docks must be removed from the water no later than November 1. Docks and dock accessories may not be stored on the dock site between November 1 and April 1 of the following year. (10) Declaration of watercraft—Requirements. Watercraft that are moored at a city dock or multiple slip site must be declared on the dock license application. The applicant must provide the city 4 with a copy of the current DNR watercraft registration or U.S. Coast Guard documentation or recently applied for DNR watercraft registration or U.S. Coast Guard documentation for each watercraft, at the time of application. This DNR registration or U.S. Coast Guard documentation must verify that the watercraft is in the name of the licensee. If a declared watercraft is removed from the city dock program, the site holder may substitute a replacement watercraft upon providing the city with required documentation as stated above. Newly declared replacement watercraft may be subject an additional LMCD fee. a. Allowable mooring of non-owned watercraft. Mooring of watercraft not owned by the dock licensee is permitted for a period of up to 48 hours, two times in a calendar year. Unless permitted under the preceding two subsections, no watercraft shall be moored at a city dock site. (11) Subject to inspections. All licensed docks are subject to inspection at reasonable times by the dock inspector or his or her designee. (12) City access. The city shall be free to enter the dock site for any reason at any reasonable time and to perform maintenance and regulatory functions to be specified in the terms of the dock license agreement. (13) Costs. All costs of maintaining licensed docks and dock accessories are the responsibility of the license holder. (14) Term. All dock licenses on Crystal Bay Road shall be valid for ten years. (15) License fee. The city council shall establish license fees. License fees shall not increase during the term of a license. A licensee must pay a license fee in full at the beginning of the term of the license by April 1 of each calendar year of the term of the license. Failure to pay the license fee by April 1 shall result in the termination the license agreement. In the event the licensee paid a license fee at the beginning of the term, and the license is terminated, the city may refund a prorated amount of the license fee, based on the number of years remaining at the time of refund request, unless the licensee owes the city for costs and expenses as outlined in the license agreement. (Ord. No. 239 3rd series, § 1, 3-9-2020) Sec. 38-906. Terms of license for Big Island dock sites. Dock sites on Big Island are offered to provide dockage opportunity for inland lot of record owners to access their property via public right of way. Before a dock license is issued for Big Island dock sites, the applicant must sign a license agreement containing the following terms and conditions and other provisions as the council may require. (1) Rights and liabilities. The Licensee shall be permitted to use the Property for the purposes described in this License Agreement and shall not use the Property for any other purposes. In addition to the provisions of this section, all dock license sites shall fully comply with LMCD regulations and all applicable state laws and regulations. (2) Indemnification. Dock license holders shall be solely responsible for the dock license site and all activities thereon. The license holder shall indemnify, defend, and hold the city, its officers, boards, commissions, agents, and employees harmless from and against any and all lawsuits, claims, causes of action, liability, and costs, of any nature that the city may at any time, directly or indirectly, suffer, sustain in any way connected with the grant of a dock license or activities on the dock license site. (3) Docks. The license holder household may obtain only one license. 5 (4) License plates. Dock license plates shall be issued by the city after approval of the license application. The license plate must be securely fixed to the lakeside end of the licensed dock. License plates shall be maintained by the licensee and shall remain the property of the city. (5) Transferability. Big Island dock licenses may not be sold, assigned, licensed, or otherwise transferred in any way to any person, partnership, or corporation. Only the license holder may store a boat at the dock. (6) Storage Items. The license holder shall not store any accessory items at the dock site except for the boat. The City may remove any accessory items from the dock site and treat it as abandoned property in accordance with law. (7) Removal of boat. Upon termination of a dock license, the license holder must remove the boat. Any item that has not been removed will be removed by the city and treated as abandoned property in accordance with law. (8) Dock specifications. Docks within right-of-way on Big Island will not extend more than 24 feet from the Ordinary High Water Line (OHW). (9) Dock accessories. All dock accessories must be approved in writing prior to use at a dock site. (10) Dock and Dock Site Usage. Docks and dock sites may only be used after the City places the dock on the dock site. The City will endeavor to place docks on dock sites by May 1. The license holder shall not be entitled to a prorated license fee if the City places the dock on the dock site after May 1. The license holder shall cease using the dock and dock site on November 1 of each year. The license holder shall remove the boat from the dock site no later than November 1 of each year. (11) Declaration of watercraft—Requirements. Watercraft that are moored at a city dock or multiple slip site must be declared on the dock license application. The applicant must provide the city with a copy of the current DNR watercraft registration or U.S. Coast Guard documentation or recently applied for DNR watercraft registration or U.S. Coast Guard documentation for each watercraft, at the time of application. This DNR registration or U.S. Coast Guard documentation must verify that the watercraft is in the name of the licensee. If a declared watercraft is removed from the city dock program, the site holder may substitute a replacement watercraft upon providing the city with required documentation as stated above. Newly declared replacement watercraft may be subject an additional LMCD fee. Unless permitted under the preceding two subsections, no watercraft shall be moored at a city dock site. b. A license grants the licensee one boat per dock site. Up to two license holders may share a dock allowing a total of two boats. (12) Subject to inspections. All licensed docks are subject to inspection at reasonable times by the dock inspector or his or her designee. (13) City access. The city shall be free to enter the dock site for any reason at any reasonable time and to perform maintenance and regulatory functions to be specified in the terms of the dock license agreement. (14) Costs. All costs of maintaining licensed docks and dock accessories are the responsibility of the license holder. (15) Term. Big Island Dock licenses expire November 1 of each year. (16) License fee. The city council shall establish license fees. License fees shall not increase during the term of a license. A licensee must pay a license fee in full at the beginning of the term of the license by April 1 of each calendar year of the term of the license. Failure to pay the license fee may be cause the denial of the license application. 6 Sec. 38-9067. Administration. (a) Dock administrator. The city council shall appoint a dock administrator who shall be responsible for the administration of the city dock licensing program to include: processing applications, and maintaining the dock location map. (b) Dock location map. There shall be on file with the city a map maintained by the dock administrator showing the approved locations of docks on public land and public rights-of-way. The map shall contain the following information: (1) Locations of public property and public rights-of-way; (2) Specific dock locations; (3) A numerical designation for each dock location to correspond with a list of license holders; (4) Restrictions applicable to certain areas of shoreline; (5) Shoreline access points; (6) Shoreline areas available for winter storage. (c) Inspections; license revocation. The dock administrator or designee shall from time to time inspect any dock erected or maintained on public property or public rights-of-way. If there are any violations of the City Code, state statute or state regulation, the dock license holder shall be notified in writing of the way or ways the dock or dock area does not comply. The license holder shall have 14 days to remove the dock or otherwise bring the dock license site into compliance. If the violation is not corrected after 14 days, the license shall be revoked and all property removed from the dock license site unless, within the 14 days, the dock administrator receives from the license holder a written request for a hearing. (d) [Appeals.] Appeals from any decision of the dock administrator shall be as provided for in section 2- 41 of the City Code. (Ord. No. 239 3rd series, § 1, 3-9-2020) SECTION 2. EFFECTIVE DATE: This ordinance shall take effect immediately upon its passage and publication. ADOPTED this _____ day of _____, 2021 on a vote of __ ayes and __ nays by the City Council of Orono, Minnesota. ATTEST: ______________________________ _____________________________ Anna Carlson, City Clerk Dennis Walsh, Mayor Ordinance published in The Laker Pioneer newspaper the week of ________, 2021. 1 DOCK SITE LICENSE AGREEMENT BIG ISLAND THIS LICENSE AGREEMENT is made on _______________________________ between the CITY OF ORONO, a Minnesota municipal corporation, located at 2750 Kelley Parkway, Orono, MN 55323 (the “City”), and ___________________________, an individual who owns property at _______________________________________________________ (“Licensee”). WHEREAS, the City has made available docks and dock sites at specified locations on public property and public rights of way; WHEREAS, Licensee wishes to utilize a dock at a dock site and agrees to the terms of this License Agreement; NOW, THEREFORE, the parties agree as follows: 1.License to Use Property. Subject to the terms and conditions of this License Agreement, the City hereby grants to the Licensee a license to use Dock Site # _______ (“Dock Site”), as designated on the official Orono Dock Location Map. 2.Term. The term of this License Agreement shall be for one (1) year and will commence on __________________________ and end on November 1st, subject to Section 3(J) of this Agreement, unless terminated prior thereto as provided herein. 3.Conditions. The City and the Licensee agree that the Licensee will use the Dock Site subject to the following conditions: A.Docks. The Licensee shall maintain only one (1) boat at the Dock Site. B.License plates. Licensee shall securely fix the license plate issued by the City to the end of the licensed dock. License plates shall be maintained by the Licensee and shall remain the property of the City. C.Storage Items. The Licensee shall not be permitted to store any accessory items on the dock site, except for the boat. The Licensee understands that the City may remove any storage items from the dock site, and the costs of said removal shall be the responsibility of the Licensee. D.Fires. No fires of any kind shall be permitted on the Dock Site. E.Landscaping. Licensee shall not cut or disrupt any trees or other vegetation along the shoreline in any way. All landscaping activity must be approved by the City. F.Mowing. Licensee shall mow and maintain the Dock Site area. G.Trails. Licensee shall not obstruct the trails adjacent to the Dock Site in any way. H.Watercraft. The Licensee shall only moor watercraft that were declared on the Licensee’s Dock License Application at the Dock Site. If the declared watercraft is Council Exhibit B LA21-40 2 removed from the City dock program, the Licensee may substitute a replacement watercraft upon providing the City with the documentation it requires. Newly declared replacement watercraft may be subject an additional LMCD fee. Mooring of watercraft not owned by the Licensee is permitted for a period of up to 48 hours, only two (2) times in a calendar year. Except as described in the Orono City Code and herein, no watercraft shall be moored at the Dock Site. I. Dock accessories. All dock accessories must be approved in writing by the Dock Inspector prior to use at the Dock Site. No boat lifts or covering structures are permitted. J. Dock Usage. The Licensee may only use the dock and dock site after the City places the dock on the dock site. The City shall endeavor to place th e dock on the dock site by April 1 of each year, but Licensee understands that the weather or other constraints may prevent the City from placing the dock by April 1. The City will place the dock on the dock site as soon as practicable. If the dock is placed on the dock site later than April 1, the Licensee shall not be entitled to a prorated license fee. The Licensee shall cease using the dock on November 1 of each year. The Licensee shall ensure that the boat is removed from the dock by November 1 of each year. 4. Use and Control of Property. The Licensee shall be permitted to use the Property for the purposes described in this License Agreement and shall not use the Property for any other purposes. The Licensee shall not use the Dock Site, or permit anything to be done in or about the Property, which will in any way conflict with any law, statute, ordinance, or governmental rule or regulation. The Licensee shall use and keep the Dock Site in a clean and orderly condition. 5. City Access. City staff shall be free to enter the Dock Site for any reason at any time to perform maintenance, landscaping, inspections, and other regulatory functions. 6. Failure to Comply. If the Licensee fails to comply with the terms of this Agreement, the City Code, a state statute or a state regulation, the Licensee shall be notified in writing of the way or ways the dock or Dock Site area does not comply. The Licensee shall have fourteen (14) days to bring the Dock Site into compliance. If the violation is not corrected within fourteen (14) days, the license shall be revoked, this Agreement shall be terminated and all property shall be removed from the dock site unless, within the fourteen (14) days, the Dock Administrator receives from the Licensee a written request for a hearing. 7. Payment. The Licensee agrees to pay for all costs of bringing the Dock Site into compliance, including the costs of removing property from the dock site. 8. Indemnification. The Licensee agrees to indemnify and hold harmless the City from and against all liability, damages, penalties, judgments, or claims of whatever nature arising from injury to person or property sustained by anyone arising out of use by the Licensee, its members, guests and invitees and occupancy of the Dock Site and will at Licensee’s own cost and expense defend any and all suits or actions (just or unjust) which may be brought against the City or in which the City may be impleaded with others upon any such above-mentioned matter, claim, or claims. This indemnity and hold harmless agreement will include indemnity against all costs, expenses, and liabilities incurred in or in connection with any such claims or proceedings brought thereon and the 3 defense thereof. All of the indemnifications contained in this License Agreement shall survive the expiration or termination of this License Agreement. 9. Liability Insurance. Licensee will, at Licensee’s sole cost and expense, provide and maintain during the term of this License Agreement a blanket or general liability insurance policy against claims for personal injury, death, or property damage occurring in connection with the use and occupancy of the Dock Site. 10. Property Damage Insurance. Licensee will, at Licensee’s sole cost and expense, provide and maintain all risk property insurance during the term of this License Agreement in an amount sufficient to cover all items of property owned, maintained, or controlled by Licensee, its members, guests and invitees on the Dock Site. 11. Transferability. Dock licenses may not be sold, assigned, licensed, or otherwise transferred in any way to any person, partnership or corporation. Dock space may not be rented. 12. Waiver of Default. Any waiver by the City of a default under the provisions of this License Agreement will not operate or be construed as a waiver of a subsequent default by Licensee. No waiver will be valid unless in writing and signed by the Mayor and attested by the City Clerk on behalf of the City. 13. Invalidity of Provisions. If any term or provision of this License Agreement or any application hereof to any person or circumstance is to any extent found to be invalid or unenforceable, the remainder of this License Agreement or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable will not be affected thereby and each term and provision of this License Agreement will be valid and be enforced to the fullest extent permitted by law. 14. Entire Agreement. This instrument together with the Lease Agreement contain the entire and only agreement between the parties, and no oral statements or representations or prior written matter not contained in this instrument will have any force and effect. This License Agreement cannot be modified in any way except by writing executed by both parties. 15. Governing Law. This License Agreement will be governed exclusively by the provisions hereof and by the laws of the State of Minnesota, as the same from time to time exists. 16. Attorney’s Fees. The Licensee shall pay all of the City’s costs, charges, and expenses, including reasonable attorneys’ fees and fees of agents and others retained by the City, incurred in enforcing Licensee’s obligations hereunder or incurred by the City in any litigation, negotiation or transaction in which Licensee causes the City, without the City’s fault, to become involved or concerned. IN WITNESS WHEREOF, the parties have executed this Agreement effective the day and year first above written. 4 CITY OF ORONO BY: Mayor Dennis Walsh Attest:__________________________________________ Anna Carlson, City Clerk LICENSEE: Printed Name: 80 0.0 © Bolton & Menk, Inc - Web GIS 0 Legend Dock Sites - Big Island This drawing is neither a legally recorded map nor a survey and is not intended to be used as one. This drawing is a compilation of records, information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference purposes only. The City of Orono is not responsible for any inaccuracies herein contained. Disclaimer: 5/18/2021 2:44 PM 800 Feet Railroad City Limits Parcels (4/20/2021) Boundary Footprint Image Red: Red Green: Green Blue: Blue Council Exhibit C LA21-40 Orono, Minnesota, Code of Ordinances Created: 2021-05-05 16:16:04 [EST] (Supp. No. 19, Update 2) Page 1 of 6 ORDINANCE NO. ___, THIRD SERIES 1 2 CITY OF ORONO 3 HENNEPIN COUNTY, MINNESOTA 4 5 AN ORDINANCE AMENDING THE CODE OF ORDINANCES 6 PERTAINING TO DOCKS ON THE RIGHT OF WAY IN BIG ISLAND 7 8 9 THE CITY COUNCIL OF ORONO ORDAINS: 10 11 ARTICLE VI. PUBLIC LAKESHORE, LAKESHORE RIGHTS-OF-WAY 12 AND DOCKS 13 Sec. 38-900. Definitions. 14 For purposes of this section, the following terms shall have the meaning given them. 15 Dock shall mean any wharf, pier, boat ramp, boat slip, or other structure constructed or maintained 16 in, upon, or into the water of a lake from either public property or public rights-of-way. 17 Dock accessories shall mean all structures and materials used in conjunction with a dock including 18 but not limited to boat lifts, buoys, fences or other obstructions and permanent or semipermanent steps, 19 ramps or other structures leading to the shoreline. 20 Dock site shall mean the property designated in the license issued pursuant to this section and as 21 designated on the dock location map to be maintained by the city. 22 Public property or public rights-of-way shall mean all publicly owned property and all public rights-23 of-way that are immediately adjacent to a lakeshore, as designated on the dock location map to be 24 maintained at all times by the city pursuant to this section. 25 (Ord. No. 239 3rd series, § 1, 3-9-2020) 26 Sec. 38-901. License required. 27 No person shall erect, place, keep, or maintain a dock or other structure from on public property or 28 public rights-of-way without a dock license for Crystal Bay Road dock sites. No person use a dock on a 29 dock site on public rights-of-way without a dock license for Big Island dock sites. 30 31 (Ord. No. 239 3rd series, § 1, 3-9-2020) 32 Sec. 38-902. Applications. 33 Applications for dock licenses shall contain the following information and such other information as 34 the city deems necessary: 35 (1) Full name of applicant; 36 Page 2 of 6 (2) Address; 37 (3) Preferred dock location on the dock location map and, if applying for Crystal Bay Road dock 38 site, dock specifications; 39 (4) Boat license number of any boats to be moored at the dock. 40 (5) An application fee as established by the city council. The application fee shall be refunded if 41 the applicant is not awarded a dock license. 42 (6) Proof of ownership of residential lot. 43 (Ord. No. 239 3rd series, § 1, 3-9-2020) 44 Sec. 38-903. Eligible applicants. 45 46 A. Crystal Bay Road. 47 Property owners of land adjacent to city owned lakeshore parcels as described in the table below are 48 eligible to apply for a dock license for said site or sites. Only one individual per household may apply for 49 a dock license and only one license shall be issued per city owned parcel. 50 Residential Lot Dock site PID 3445 Crystal Bay Road Is eligible for 1711723430123 3435 Crystal Bay Road Is eligible for 1711723430119 3415 Crystal Bay Road Is eligible for 1711723430117 3407 Crystal Bay Road Is eligible for 1711723430115 51 B. Big Island 52 The city has identified 7 lake accesses on Big Island on the official dock site map maintained in the 53 office of the city clerk. Inland lot of record owners on Big Island may apply for a dock license on 54 city-owned property or right-of-way for the express purpose of facilitating access to their property 55 via boat. Renters of Inland Lots of Record are not eligible to obtain a license on a City Dock. 56 Sec. 38-904. Application approval and denial. 57 The dock administrator shall provide a recommendation to the city council who shall approve or 58 deny all applications. No application shall be approved if there are any outstanding noncompliance orders 59 against the applicant or if the proposed dock will not comply with all terms of the City Code. 60 Applications will be reviewed in the order in which they are received. 61 (Ord. No. 239 3rd series, § 1, 3-9-2020) 62 3 Sec. 38-905. Terms of license for Crystal Bay Road dock sites. 63 Before a dock license is issued for Crystal Bay Road dock sites, the applicant must sign a license 64 agreement containing the following terms and conditions and other provisions as the council may require. 65 (1) Rights and liabilities. Except as otherwise provided, a city dock license entitles the license 66 holder to the exclusive use and control of the dock site and the same rights, obligations and 67 liabilities as a private property owner. In addition to the provisions of this section, all dock 68 license sites shall fully comply with LMCD regulations and all applicable state laws and 69 regulations. 70 (2) Indemnification. Dock license holders shall be solely responsible for the dock license site and all 71 activities thereon. The license holder shall indemnify, defend, and hold the city, its officers, 72 boards, commissions, agents, and employees harmless from and against any and all lawsuits, 73 claims, causes of action, liability, and costs, of any nature that the city may at any time, directly 74 or indirectly, suffer, sustain in any way connected with the grant of a dock license or activities 75 on the dock license site. 76 (3) Docks. The license holder shall maintain only one dock at the dock license site. 77 (4) License plates. Dock license plates shall be issued by the city after approval of the license 78 application. The license plate must be securely fixed to the streetside end of the licensed dock. 79 License plates shall be maintained by the licensee and shall remain the property of the city. 80 (5) Transferability. Dock licenses may not be sold, assigned, licensed, or otherwise transferred in 81 any way to any person, partnership or corporation, except that the license may be transferred to a 82 purchaser of the license holder's residential property within the city. Dock space may not be 83 rented. 84 (6) Removal of docks. Upon termination of a dock license, the license holder must completely 85 remove the licensed dock and all accessory items, including but not limited to stairs leading to 86 the dock from the public property or public right-of-way. Any dock or accessory item that has not 87 been removed will be removed by the city and all costs the responsibility of the last license 88 holder for that dock site. 89 (7) Dock construction; specifications and dimensions. 90 a. Docks on dock sites shall comply with LMCD regulations. 91 b. Docks shall be constructed of materials approved by the dock inspector; docks shall be of 92 plank or rail construction; and all dock posts shall be of equal height above the dock; 93 c. Docks shall not be located closer than ten feet to a neighboring dock license site or private 94 property line. The dock administrator may refer, and the city council may grant exceptions 95 where there are unusual circumstances and such an exception will not have a detrimental 96 impact on the lake. The city council may impose conditions on any exception granted under 97 this subsection. 98 d. Docks may not be permanently installed. 99 (8) Dock accessories. All dock accessories must be approved in writing prior to use at a dock site. 100 (9) Dock storage. Docks must be removed from the water no later than November 1. Docks and 101 dock accessories may not be stored on the dock site between November 1 and April 1 of the 102 following year. 103 (10) Declaration of watercraft—Requirements. Watercraft that are moored at a city dock or multiple 104 slip site must be declared on the dock license application. The applicant must provide the city 105 4 with a copy of the current DNR watercraft registration or U.S. Coast Guard documentation or 106 recently applied for DNR watercraft registration or U.S. Coast Guard documentation for each 107 watercraft, at the time of application. This DNR registration or U.S. Coast Guard documentation 108 must verify that the watercraft is in the name of the licensee. If a declared watercraft is removed 109 from the city dock program, the site holder may substitute a replacement watercraft upon 110 providing the city with required documentation as stated above. Newly declared replacement 111 watercraft may be subject an additional LMCD fee. 112 a. Allowable mooring of non-owned watercraft. Mooring of watercraft not owned by the dock 113 licensee is permitted for a period of up to 48 hours, two times in a calendar year. 114 Unless permitted under the preceding two subsections, no watercraft shall be moored at a city dock 115 site. 116 (11) Subject to inspections. All licensed docks are subject to inspection at reasonable times by the 117 dock inspector or his or her designee. 118 (12) City access. The city shall be free to enter the dock site for any reason at any reasonable time 119 and to perform maintenance and regulatory functions to be specified in the terms of the dock 120 license agreement. 121 (13) Costs. All costs of maintaining licensed docks and dock accessories are the responsibility of the 122 license holder. 123 (14) Term. All dock licenses on Crystal Bay Road shall be valid for ten years. 124 (15) License fee. The city council shall establish license fees. License fees shall not increase during 125 the term of a license. A licensee must pay a license fee in full at the beginning of the term of the 126 license by April 1 of each calendar year of the term of the license. Failure to pay the license fee 127 by April 1 shall result in the termination the license agreement. 128 In the event the licensee paid a license fee at the beginning of the term, and the license is terminated, 129 the city may refund a prorated amount of the license fee, based on the number of years remaining at 130 the time of refund request, unless the licensee owes the city for costs and expenses as outlined in the 131 license agreement. 132 (Ord. No. 239 3rd series, § 1, 3-9-2020) 133 Sec. 38-906. Terms of license for Big Island dock sites. 134 Dock sites on Big Island are offered to provide dockage opportunity for inland lot of record owners to 135 access their property via public right of way. Before a dock license is issued for Big Island dock sites, the 136 applicant must sign a license agreement containing the following terms and conditions and other provisions 137 as the council may require. 138 (1) Rights and liabilities. The Licensee shall be permitted to use the Property for the purposes 139 described in this License Agreement and shall not use the Property for any other purposes. In 140 addition to the provisions of this section, all dock license sites shall fully comply with LMCD 141 regulations and all applicable state laws and regulations. 142 (2) Indemnification. Dock license holders shall be solely responsible for the dock license site and all 143 activities thereon. The license holder shall indemnify, defend, and hold the city, its officers, 144 boards, commissions, agents, and employees harmless from and against any and all lawsuits, 145 claims, causes of action, liability, and costs, of any nature that the city may at any time, directly 146 or indirectly, suffer, sustain in any way connected with the grant of a dock license or activities 147 on the dock license site. 148 (3) Docks. The license holder household may obtain only one license. 149 5 (4) License plates. Dock license plates shall be issued by the city after approval of the license 150 application. The license plate must be securely fixed to the lakeside end of the licensed dock. 151 License plates shall be maintained by the licensee and shall remain the property of the city. 152 (5) Transferability. Big Island dock licenses may not be sold, assigned, licensed, or otherwise 153 transferred in any way to any person, partnership, or corporation. Only the license holder may 154 store a boat at the dock. 155 (6) Storage Items. The license holder shall not store any accessory items at the dock site except for 156 the boat. The City may remove any accessory items from the dock site and treat it as abandoned 157 property in accordance with law. 158 (7) Removal of boat. Upon termination of a dock license, the license holder must remove the boat. 159 Any item that has not been removed will be removed by the city and treated as abandoned 160 property in accordance with law. 161 (8) Dock specifications. Docks within right-of-way on Big Island will not extend more than 24 feet 162 from the Ordinary High Water Line (OHW). 163 (9) Dock accessories. All dock accessories must be approved in writing prior to use at a dock site. 164 (10) Dock and Dock Site Usage. Docks and dock sites may only be used after the City places the 165 dock on the dock site. The City will endeavor to place docks on dock sites by May 1. The license 166 holder shall not be entitled to a prorated license fee if the City places the dock on the dock site 167 after May 1. The license holder shall cease using the dock and dock site on November 1 of each 168 year. The license holder shall remove the boat from the dock site no later than November 1 of 169 each year. 170 (11) Declaration of watercraft—Requirements. Watercraft that are moored at a city dock or multiple 171 slip site must be declared on the dock license application. The applicant must provide the city 172 with a copy of the current DNR watercraft registration or U.S. Coast Guard documentation or 173 recently applied for DNR watercraft registration or U.S. Coast Guard documentation for each 174 watercraft, at the time of application. This DNR registration or U.S. Coast Guard documentation 175 must verify that the watercraft is in the name of the licensee. If a declared watercraft is removed 176 from the city dock program, the site holder may substitute a replacement watercraft upon 177 providing the city with required documentation as stated above. Newly declared replacement 178 watercraft may be subject an additional LMCD fee. 179 a. Allowable mooring of non-owned watercraft (Guests of owner). Mooring of watercraft not 180 owned by the dock licensee is permitted for a period of up to 48 hours, two times in a 181 calendar year. 182 Unless permitted under the preceding two subsections, no watercraft shall be moored at a city 183 dock site. 184 b. A license grants the licensee one boat per dock site. Up to two license holders may share a 185 dock allowing a total of two boats. 186 (12) Subject to inspections. All licensed docks are subject to inspection at reasonable times by the 187 dock inspector or his or her designee. 188 (13) City access. The city shall be free to enter the dock site for any reason at any reasonable time 189 and to perform maintenance and regulatory functions to be specified in the terms of the dock 190 license agreement. 191 (14) Costs. All costs of maintaining licensed docks and dock accessories are the responsibility of the 192 license holder. 193 (15) Term. Big Island Dock licenses expire November 1 of each year. 194 6 (16) License fee. The city council shall establish license fees. License fees shall not increase during 195 the term of a license. A licensee must pay a license fee in full at the beginning of the term of the 196 license by April 1 of each calendar year of the term of the license. Failure to pay the license fee 197 may be cause the denial of the license application. 198 Sec. 38-9067. Administration. 199 (a) Dock administrator. The city council shall appoint a dock administrator who shall be responsible for 200 the administration of the city dock licensing program to include: processing applications, and 201 maintaining the dock location map. 202 (b) Dock location map. There shall be on file with the city a map maintained by the dock administrator 203 showing the approved locations of docks on public land and public rights-of-way. The map shall 204 contain the following information: 205 (1) Locations of public property and public rights-of-way; 206 (2) Specific dock locations; 207 (3) A numerical designation for each dock location to correspond with a list of license holders; 208 (4) Restrictions applicable to certain areas of shoreline; 209 (5) Shoreline access points; 210 (6) Shoreline areas available for winter storage. 211 (c) Inspections; license revocation. The dock administrator or designee shall from time to time inspect 212 any dock erected or maintained on public property or public rights-of-way. If there are any violations 213 of the City Code, state statute or state regulation, the dock license holder shall be notified in writing of 214 the way or ways the dock or dock area does not comply. The license holder shall have 14 days to 215 remove the dock or otherwise bring the dock license site into compliance. If the violation is not 216 corrected after 14 days, the license shall be revoked and all property removed from the dock license 217 site unless, within the 14 days, the dock administrator receives from the license holder a written 218 request for a hearing. 219 (d) [Appeals.] Appeals from any decision of the dock administrator shall be as provided for in section 2-220 41 of the City Code. 221 (Ord. No. 239 3rd series, § 1, 3-9-2020) 222 SECTION 2. EFFECTIVE DATE: This ordinance shall take effect immediately upon its passage 223 and publication. 224 ADOPTED this _____ day of _____, 2021 on a vote of __ ayes and __ nays by the City 225 Council of Orono, Minnesota. 226 227 ATTEST: 228 229 230 231 ______________________________ _____________________________ 232 Anna Carlson, City Clerk Dennis Walsh, Mayor 233 234 Ordinance published in The Laker Pioneer newspaper the week of ________, 2021. 235 From:Judson Champlin To:Jeremy Barnhart Subject:Big Island Dock Licensing Program Date:Thursday, July 22, 2021 10:47:46 AM Dear Mr. Barnhart, Prior to the meeting on Monday, July 26, we would like to: (1) Request that any City decision be tabled, as the City’s required due diligence regarding clear title and surveys has not been done in connection with the proposed licensing program. (2) Clarify that any use at the heavily wooded BI-4 Site would require major expenditure and heavy equipment for clear cutting, which is completely contrary to the staff observations in the prior Agenda regarding “easy access” and “[n]o maintenance required.” Thank you. -Jud and Aleya Champlin -- Judson K. Champlin Westman, Champlin and Koehler, P.A. Suite 1100 121 South Eighth Street Minneapolis, MN 55402 www.wck.com 612-334-3222 Intellectual Property Attorneys AGENDA ITEM Prepared By: J. Barnhart Reviewed By: A. Carlson Approved By: 1. Purpose. Review the building height calculations, consider a resolution approving a proposed Master Development Plan, Zone Change, and Preliminary Plat for a proposed 48 unit apartment building, subject to several conditions. 2. MN§15.99 Application Deadline. The application was received on May 19, 2021 and considered to be complete on that date. The 60-Day review period has been extended to September 16, 2021. 3. Background. The City Council reviewed this project at its meeting on July 12th, directing staff to prepare a resolution of approval, subject to several conditions recommended by the Planning Commission, including keeping the building 30 feet or less in defined height. The draft resolution is attached as Exhibit A. 4. Building Height Discussion. The exhibit illustrating the building height (Exhibit M in the July 12 packet, but attached here as Exhibit C) included an error. The corrected calculation is shown as Exhibit D. This corrected calculation shows the building to be 36’4” in defined height. Much of the added height is due to the significant drop within the lot (18 feet from one end of the building to the other.) The site was originally developed as a commercial project, and was pre-graded in anticipation of that construction. During the sketch plan phase, the applicant introduced the possibility to use the predevelopment grades. The City Council did not react to this request. If predevelopment grades were used, the proposed building conforms with a defined height of 28’4”. The predevelopment calculations are attached as Exhibit E. Staff understands the predevelopment grade argument, but does not support it because this predevelopment grade was last observed in 2007, and the height calculations are intended to manage changes to the character of an area now. However, the use of existing grades in height calculations is necessary to prevent a developer or builder bringing in fill to elevate a house to maximize views, including lake views, thereby increasing massing impacts. The 10’ above the lowest ground level was added to address walk out lake lots, and a concern with 4 stories of exposed homes on the lake shore. None of these conditions exists here. If only the highest existing grade was used, the building would be 30’4”, and corrections to get to 30’ are more manageable. Also note that the project includes a roof top deck, further managing mass at the street. Staff supports using only the highest adjacent grade for the height calculation. 5. Staff Recommendation. Staff recommends using the Highest Existing Grade of 1018 to establish the building height. Staff further recommends the Council approve or amend the resolution of approval, incorporating the conditions suggested by the Council: a. Met Council approval of the Comprehensive Plan amendment that reduces the density below 20- units per acre b. MCWD approval c. City Engineer approval d. Fire Chief approval e. Approval of the final plat and Development Agreement f. Height no higher than 30 feet above highest adjacent grade (1018) Item No.: 8 Date: July 26, 2021 Item Description: LA21-000042 – Mohegan Hansen Arch o/b/o CBS MN Properties, LLC, 2060 Wayzata Blvd West, Master Development Plan Approval, Zone Change, and Preliminary Plat- Resolution Presenter: Jeremy Barnhart, AICP Community Development Director Agenda Section: Planning Department Report AGENDA ITEM Prepared By: J. Barnhart Reviewed By: A. Carlson Approved By: g. Relocate the patio from the NE corner of the site h. Provide fencing or similar security to prevent trespassing. COUNCIL ACTION REQUESTED City Council should review the approval resolution and adopt or amend. Exhibits A. Draft Resolution B. Preliminary Plat C. Original Building Height calculation D. Revised Building Height calculation E. Building Height calculation - predevelopment References Case 20-53 file PC Staff report and Exhibits 6-21-21 CC Staff report and Exhibits 7-12-21 Page 1 A RESOLUTION APPROVING THE GENERAL CONCEPT PLAN, AND GRANTING PRELIMINARY PLAT, ZONE CHANGE APPROVAL FOR PROPERTY LOCATED AT 2060 WAYZATA BLVD WEST - FILE NO. LA21-000042 WHEREAS, CBS MN Properties, a Minnesota limited liability company (hereinafter the "Developer") is owner of the property located at 2060 Wayzata Blvd West within the City of Orono (hereinafter the "City") and legally described as follows: Lots 1-6, Block 1, Amber Woods Office Center (hereinafter the "Property"); and WHEREAS, the Developer has requested General Concept Plan, Zone Change, and Preliminary Plat Approval for development of the Property. Proposed is a rezoning from B-6 PUD, Highway Commercial to RPUD Residential Planned Unit Development District for construction of a 48- unit market rate apartment building; and WHEREAS, on May 19, 2021 the Developer filed a complete formal application with the City for rezoning, concept plan and preliminary plat approval for a 48 unit market rate apartment building on the Property; and WHEREAS, after due published and mailed notice in accordance with Minnesota Statutes 462.358 et. seq. and the City of Orono Zoning and Subdivision Codes, the Orono Planning Commission held a public hearing for the application and reviewed it on June 21, 2021, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, the Planning Commission information, published for the June 21, 2021 meeting, including staff report and exhibits, is incorporated by reference; and WHEREAS, the Planning Commission on June 21, 2021 recommended on a vote of 7-0 that the Council approve the rezoning to RPUD Residential Planned Unit Development District; grant general concept plan, and preliminary plat approval subject to a number of conditions and recommendations; and WHEREAS, the Orono City Council reviewed the sketch plan for the Property in April 2021, and has reviewed the formal applications at its regular meeting on July 12, 2021; and Page 2 WHEREAS, the City Council hereby makes the following findings in regard to this application for RPUD General Concept Plan, Preliminary Plat approval, and rezoning: FINDINGS A. Rezoning from B-6 PUD to RPUD 1. This application was reviewed as Zoning File #LA21-000042. 2. The Property is currently zoned B-6 PUD and was originally developed as an office use. The Property contains approximately 2.48 acres. The Comprehensive Plan guides the property as high density residential (20-25 units per acre). 3. The property has sat vacant for many years; the city recognizes that there is not a market, nor is one likely, for office uses on the subject parcel. 4. The city desires to identify additional areas appropriate for high density residential within the community. This site was deemed appropriate for high density residential given the adjacent Orono Woods senior housing project, the high traffic Wayzata Boulevard, and the presence of municipal utilities. 5. The Property is located within the Metropolitan Urban Service Area (MUSA) and is intended to be developed using municipal sewer and water, a requirement of the RPUD zoning district. 7. Because the property is guided in the Comprehensive Plan for higher density residential, the property should be rezoned consistent with the intended and guided use. The most appropriate zoning for the intended use is RPUD, Residential Planned Unit Development District. 8. The property contains approximately 2.48 acres. The property meets the lot size requirements of Zoning Code Section 78-626 (1) for rezoning to RPUD because the property is located in an area where the proposed development provides a transition between commercial area and residential areas. 9. Rezoning the property to RPUD Residential Planned Unit Development is appropriate based on the higher density residential nature of the development, which meets the following general purposes of the RPUD District: a) incorporates flexibility in land development and redevelopment in order to Page 3 utilize new techniques of building design, construction and land development; b) provides lifecycle housing with the potential to meet affordable and moderate cost housing needs; c) incorporates energy conservation through the clustering of buildings and land uses; d) preserves desirable site characteristics and open space; e) provides design compatible with surrounding land uses, including both existing and planned; f) results in a sensitive development in the transitional area located between a high capacity roadway and the high density housing to the east; and g) yields development which is consistent with the Comprehensive Plan guiding for higher density than the typical urban and rural residential development in Orono. 10. Conformity with Zoning District Standards. In relation to the RPUD standards, there are specific guidelines for development in Zoning Code Section 78-626(7), including Setbacks, Height limitations, and outside storage limitations. However, the concept of a planned unit development process is to allow flexibility in design. Section 78-626 (16) provides for flexibility in RPUD standards, as follows: (16) Flexibility. The uniqueness of each RPUD requires that specifications and standards for streets, utilities, public facilities and subdivisions may be subject to modification from the city ordinances ordinarily governing them. The city council may therefore approve streets, utilities, public facilities and land subdivisions which are not in compliance with usual specifications or ordinance requirements, if it finds that strict adherence to such standards or requirements is not required to meet the intent of this section or to protect the health, safety or welfare of the residents of the RPUD, the surrounding area or the city as a whole. This proposed development concept requires flexibility from the RPUD district lot standards for attached dwelling units. The table below identifies specific standards which require flexibility, which the City Council finds acceptable: Page 4 Section Standard Conforming? 1 (1) Minimum area: 5 acres or certain exceptions… The property to be platted is 2.48 acres. The Council finds that the project conforms to the exception under C: The property is located in an area where the proposed development provides a transition between a commercial or industrial area a nd an existing residential area or on an intermediate or principal arterial as defined in the comprehensive plan. 2 Uses. Multifamily residential uses are permitted. 3 Sewer availability Yes. 4 Density. Each development in the RPUD district shall have a density within the range specified in the comprehensive plan for the specific site. The Comprehensive Plan guides the property high density residential, 20-25 units per acre. Including the day care center, density comes in at 18.23 units per acre, (48 units over 2.63 acres) which is lower than the 20 units per acre required by the Comprehensive Plan. A Comprehensive Plan amendment will be required. 5 Incentives. The city may utilize incentives to encourage the construction of projects which are consistent with the city's housing goals. None requested. 6 Floor Ratio, up to 1.0 Calculated at 0.69 (79,125 sq ft of floor area/ 114,562 sq ft of gross land). 7a Setbacks. Setbacks are 50’ to Wayzata Blvd, 35’ to the rear and the side. Drive lanes 20’ from exterior property lines. The plans reflect a setback of 82 feet from the front property line, 36 feet from the side, and 35 feet from the rear property line. It should be noted that these setbacks are measured from the district boundary, the building itself will be developed on its own lot, established just outside the building footprint. 7b Height, stories, roof style Not-consistent. The ordinance requires a residential character by incorporating pitched or hipped roof, the proposal is for a flat roof. The Council did not have a concern with the flat roof proposed at sketch plan because of the commercial nature of the street, and a desire to minimize massing impact to the street. The Council requires modifications so that the building is no higher than 30 feet in defined Page 5 height. 7c Outside storage No. None proposed. 11 10% Private Recreational Area (Active and/or Passive) The floor plans show areas labeled “amenity” on the 2nd and 3rd floor, and a 750 sq ft amenity deck on the third floor. 10 percent of the project is 10,800 sq ft. The site conforms. 12 Common Ownership Conforming. Association documents required. 13 Signage Signage located on the building and free standing, details not yet developed. 14 Landscaping Landscaping plans provided, appear to be conforming. 15 Architectural Standards Elevations provided. 16 Flexibility from standards Requested: Hardcover 17 Traffic Studies Not suggested. 18 Building Permits Expected. 19 General regulations applicability Expected. 20 Lighting Lighting plans provided. 21 Trails Sidewalks and public walks proposed. B. Environmental Considerations; Site Planning & Amenities; Transportation; 11. Landscaping. The preliminary landscaping plan will be evaluated for compliance with the very detailed RPUD landscaping requirements. The preliminary landscape plans appear to conform to the RPUD standards. 12. Building Height. The building height as shown on the plan is 30 feet 9 inches, higher than the maximum permitted by ordinance. The final grading plan may impact the defined height of the building. The defined building height may be no higher than 30 feet. 13. Hardcover. By virtue of the RPUD zoning, per 78-1701(4)(a) the property is assigned to Hardcover Protection Tier 4, which allows up to 50% hardcover of the gross lot area. The proposed hardcover is 60%, due in part to the need for parking to support the 48 units and the existing day care center, and need for onsite circulation. The Council finds flexibility is appropriate given the high intensity Page 6 uses surround the property (Wayzata Blvd to the south, Senior Housing to the east, and a gas station to the west.) If the parcel was not zoned RPUD, there would be no hardcover limitation due to the site distance from lakes. 14. Easements Required. Standard perimeter drainage and utility easements around all property boundaries will be required. Additional easement or property may be requested by Hennepin County to permit expansion of the stormwater pond east of the site, for Hennepin Council retention and treatment needs. 15. Trail. Connection to the trail along Wayzata Blvd is required. 16. 10% Private Park RPUD Requirement. The private recreation area of ‘10% of the platted property’ required under the RPUD standards will be satisfied via various amenities proposed by the applicant, including dog run, roof top deck, community room, and exercise room. 17. Stormwater Management. Stormwater management is proposed to be provided by the existing stormwater pond area east of the site. The stormwater facilities will be subject to standard drainage easements. In addition to the City of Orono, the Minnehaha Creek Watershed District have approval authority over the applicants’ stormwater management plan. Final stormwater plans will be subject to the recommendations and approval of the City Engineer. 18. The applicant has provided General Concept Plans and Preliminary Plat Drawings attached to this Resolution as Exhibits A-1 through A-19 including: Plans prepared by Loucks and Associates: A1 – Preliminary Plat dated 5-19-21 A2 – Existing Conditions Plan Sheet C1-1–dated 6-14-21 A3 – Demolition Plan Sheet C1-2–dated 6-14-21 A4 – Site Plan Sheet C2-1–dated 6-14-21 A5 – Grading and Drainage Plan Sheet C3-1–dated 6-14-21 A6 – SWPPP Sheet C3-2–dated 6-14-21 A7 – SWPPP Notes Sheet C3-3–dated 6-14-21 A8 – Utility Plan Sheet C4-1–dated 6-14-21 A9 – Detail Sheets Sheet C8-1–dated 6-14-21 A10 – Landscape Plan Sheet L1-1–dated 6-14-21 A11 – Landscape Details Sheet L2-1–dated 6-14-21 Plans prepared by Mohegan Hanson, Architect: A12 – Title Sheet Page 7 A11 – Sheet A200 – Floor Plan Lower Level dated 6-19-21 A12 – Sheet A201 – Floor Plan – Level 1 dated 6-19-21 A13 – Sheet A202 – 1st Floor Plan dated 6-19-21 A14 – Sheet A203 – 2nd Floor Plan dated 6-19-21 A15 – Sheet A400 – Unit Plans dated 6-19-21 A16 – Sheet A300 Exterior Building Elevations – 6-19-21 A17 – Sheet A300A – Renderings A18 – Lighting Plan A19 – Patio relocation sketch dated 7-6-21 Council finds that the plans submitted are generally sufficient to indicate the intent of the developer and the potential impacts of the project. 19. City Engineer Comments. General Development Plans and Final Plat approvals will be reviewed for conformity City standards. 20. The City Council finds that the development of this property must set a high standard for the quality, character, context and compatibility of development desired by the City for high density development in Orono. The Council finds that the proposed rezoning and development of the property for is appropriate, will not have negative impacts on the surrounding properties when all approval conditions are met. CONCLUSIONS, ORDER AND CONDITIONS NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Orono hereby approves the General Concept Plan, Zone Change, and Preliminary Plat for development of the property at 2060 Wayzata Blvd West shall be approved, subject to the following declarations and conditions: A. Conditions. 1) Metropolitan Council shall approve Comprehensive Plan Amendment allowing for a reduction in guided density below 20 units per acre. 2) Developer shall provide a final Master Development Plan for the development that conforms to all standards of the RPUD district except as modified herein, and shall demonstrate to the satisfaction of the City Council that all RPUD Page 8 standards have been met and shall demonstrate where such standards have not been met, and shall satisfy the City Council that non-compliance with said standards is remedied in a manner acceptable to the Council. 3) Building design and floorplans shall be generally consistent with the examples included in the attached Exhibit A-11 thru A15. 4) Flexibility shall being granted for the building roof design and hardcover as noted in the Findings section above. 5) Applicant to confirm with SHPO that there are no archaeological sites within the property. 6) The Developer shall install stormwater management facilities generally as shown on the various attached plans. Developer shall provide suitable evidence of Minnehaha Creek Watershed District (MCWD) approval of the stormwater management plan before Development Plan and Final Plat Approval will be granted. The Developer shall provide sufficient drainage and utility easements as necessary to allow for future City maintenance access for stormwater management facilities. 7) Grading, Erosion Control a) Erosion control shall adhere to "Best Management Practices for Protecting Water Quality in Urban Areas" and to the approved SWPPP. All erosion controls as required by the City and the MCWD shall be in place prior to commencing excavation on the site. All such erosion control measures shall be maintained in working order until the site is revegetated. b) The construction limits shall be clearly marked with adequate fencing to prevent any construction damage or disturbance of any trees and vegetation outside of the construction limits area. 8) City Engineer and Fire Department approval. a) Proposed plans shall be provided to the City for final review and approval with the Final Plan set. The Public Works Department, Fire Department and any other pertinent reviewing agencies shall review and Page 9 approve all utility improvements. Final sanitary sewer and watermain plans shall be provided and are subject to approval by the Public Works Department and City Engineer. b) Any additional plans and specifications deemed necessary by the City as review progresses. 9) Additional conditions recommended by the Planning Commission and confirmed by the City Council: a.) The building shall be no higher than 30 feet, defined height. b.) To reduce the noise and activity, the private patio in the NE corner of the site shall be relocated to an area not adjacent to single family residential. c.) A fence should be added to provide additional security for the residential neighborhood to the north, Sugarwoods. B. Platting Process. Applicant shall complete all requirements for Final Plat Approval as follows. The following list of final submittals must be submitted to the City at least weeks prior to the regularly scheduled Council meeting on the second and fourth Mondays of the month. These submittals are as follows: 1). Record plat drawings in the form of two (2) mylar copies (one copy for the City's records and one for filing with Hennepin County) and one (1) copy reduced to 11”x 17”. Drawing to include: A. Dedication of "drainage and utility easements" 10' along exterior property lines and 5' along the interior property lines. B. Naming of plat. 2). Legal documents required: A. Title opinion addressed to the City or a title insurance policy in favor of the City. All owners, mortgage holders or others with property interest indicated therein shall sign the plat and all other documents affected by such interest. B. The applicant must provide certified copies of all recorded easements currently affecting the property. D. Signed Developers Agreement and Letter of Credit for construction of improvements. The City Engineer shall establish the amount to Page 10 be provided in the Letter of Credit. 3). Final plat application fee to be paid. 4). Development Agreement. Development Approval is contingent upon the successful execution of a Development Agreement between the applicant and the City. Such Agreement shall address all specific City requirements for the development. 5). Financial Guarantee. The Development Agreement shall include a financial guarantee by the applicant to ensure the completion of site improvements. The City Engineer shall complete an estimate of improvement costs, including but not limited to stormwater management, landscaping, grading, erosion control, utilities, driveways and parking areas, trails, sidewalks, and retaining walls, and the applicant shall provide to the City a financial guarantee of 125% of the improvement costs. 6). Fees required: Development of the property is subject to the various fees. Below is a summary of the fees, collectible in full at the time of approval of the final plat. The fees below, based on the 2021 fee schedule, will be recalculated at the time of Final Plat: Sewer Connection Charge: $5,380/unit x 48 units = $258,240.00 Water Connection Charge: $4,370/unit x 48 units = $209,760.00 Stormwater & Drainage Trunk Fee: Residential > 4 units/acre: $8,490/ac x 2.48 acres = $21,055.00 A SAC fee imposed by the Metropolitan Council will be due upon issuance of the building permit. C. This General Concept Plan and Preliminary Plat approval is based upon the known issues that may affect this project, but this approval does not limit the City from revising or amending these conditions as the review process continues. D. This General Concept Plan Approval resolution approves the development concept subject to the applicant meeting the requirements of this resolution and all other requirements of the City. This resolution does not permit construction of the project illustrated in Exhibit A. Such approval shall only be considered when the City Council approves the Master Page 11 Plan and the Final Plan, after finding that all “Conditions for Development Plan Approval” as identified herein have been met. Adopted by the Orono City Council on this 26th day of July, 2021. ATTEST: _________________________________ Dennis Walsh, Mayor ____________________________________ Anna Carlson, City Clerk 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 888 8 8 8 8 8 8 8 N SCALE IN FEET 0 30 60 #### #### CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 5 / 1 9 / 2 0 2 1 9 : 4 6 A M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ S U R V E Y \ _ d w g S h e e t F i l e s \ 1 9 7 6 7 B - P r e P L A T OUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION EAGLE RIDGE APARTMENTS 2060 WAYZATA BLVD. W. ORONO, MN 55356 CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 Lots 1 through 6, Block 1, AMBER WOODS OFFICE CENTRE, Hennepin County, Minnesota. LEGAL DESCRIPTION GENERAL NOTES SURVEYOR: Loucks 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55330 763-424-5505 1. Prepared May 19, 2021. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 2060 Wayzata Blvd. W., Orono, Minnesota 55356. 3. The bearings for this survey are based on the plat of AMBER WOODS OFICE CENTRE. 4. Benchmark: MnDOT 2713 AG - in Long Lake, in the sidewalk in the NW corner of C.R. 146 Bridge No. 27273 over T.H. 12 and the Railroad, 0.2 , mile south along Brown Road from the junction of T.H. 912 and C.R. 146, 25.0 feet west of C.R. 146, 300.0 feet south of City Hall, 3.0 feet east of the NE corner of the NW pillar with a light pole, 3.0 feet west of a curb, 0.2 Foot north of an expansion joint. Elevation = 997.40 feet (NGVD 29) Site Benchmark: Top nut of hydrant located approx. 125 feet east of entrance from Wayzata Blvd. W. and 125 feet north of Wayzata Blvd. W., as shown hereon. Elevation = 1011.82 feet (NGVD 29) 5. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27053C0302F, Community Panel No. 270178 0302 F, effective date of November 4, 2016. 6. The field work was completed on March 24, 2021. OWNER/DEVELOPER: CBS MN Properties, LLC PO Box 575 Long Lake, MN 55356 Current Zoning: B-6 PUD (Highway Commercial) Current Building Setbacks:Current Parking Setback: Front 30 feet Front 15 feet West Side 10 feet West Side 5 feet East Side 35 feet East Side 10 feet Rear 35 feet Rear 10 feet Proposed Zoning: RPUD (Residential Planned Unit Development) Proposed Building Setbacks:Proposed Parking Setbacks: Front 30 feet Front 15 feet Side 35 feet Side 5 feet Rear 35 feet Rear 10 feet ZONING INFORMATION Areas: Proposed Lot 1 Area = 6,242 +/- square feet or 0.14 +/- acres Proposed Lot 2 Area = 32,221 +/- square feet or 0.74 +/- acres Proposed Lot 3 Area = 76,300 +/- square feet or 1.75 +/- acres Total Property Area = 114,763 +/- square feet or 2.63 +/- acres SITE DATA SPOT ELEVATION CATCH BASIN CONTOUR CONCRETE CURB STORM SEWER SANITARY SEWER CONCRETE TELEPHONE PEDESTAL TELEPHONE MANHOLE GUY WIRE TREE (GENERAL) DECIDUOUS TREE OVERHEAD UTILITY TOP OF CURB TOP NUT HYDRANT RETAINING WALL SANITARY MANHOLE HYDRANT GATE VALVE CURB CUT MAPPED WATERMAIN POWER POLE SURVEY LEGEND POST INDICATOR VALVE License No. Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. VICINITY MAP Field Crew Max L. Stanislowski - PLS 48988 Project Lead Drawn By Checked By Loucks Project No.19-767B MLS SFM MLS CMS 05/19/21 05/19/21 CITY SUBMITTAL PRELIMINARY PLAT 1 OF 1 SITE Resolution Exhibit A LA21-42 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8888 8 8 8 8 8 8 8 8 8 8 N SCALE IN FEET 0 20 40 #### #### CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 6 / 0 9 / 2 0 2 1 1 : 2 8 P M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 1 - 1 E x i s t i n g C o n d i t i o n s P l a n OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS EAGLE RIDGE ORONO, MINNESOTA CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.19767 JAS TRG VMA 06-14-21 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS EXISTING CONDITIONS PLAN C1-1 1.THE INFORMATION SHOWN ON THIS EXISTING CONDITIONS PLAN WAS PREPARED FROM AN PARTIAL BOUNDARY SURVEY PREPARED BY LOUCKS & PREVIOUS CONSTRUCTION PLANS (AMBER WOODS). UTILITY INFORMATION SHOWN ON THIS PLAN, SUCH AS SANITARY SEWER, WATERMAIN, STORM SEWER, FORCEMAIN, ETC. WAS PROVIDED BY THE CITY OF ORONO RECORD PLANS. 2. WE HAVE SHOWN BURIED STRUCTURES AND UTILITIES ON AND/OR SERVING THE SITE TO THE BEST OF OUR ABILITY, SUBJECT TO THE FOLLOWING RESTRICTIONS: A. UTILITY OPERATORS DO NOT CONSISTENTLY RESPOND TO LOCATE REQUESTS THROUGH THE GOPHER STATE ONE CALL SERVICE FOR BOUNDARY AND LOCATION PURPOSES SUCH AS THIS. B. THOSE UTILITY OPERATORS THAT DO RESPOND, OFTEN WILL NOT LOCATE SERVICES FROM THE MAIN LINE TO THE CUSTOMER'S STRUCTURE OR FACILITY - THEY CONSIDER THOSE SEGMENTS PRIVATE INSTALLATIONS THAT ARE OUTSIDE OF THEIR JURISDICTION. IF A PRIVATE SERVICE TO AN ADJOINER'S SITE CROSSES THIS SITE OR A SERVICE TO THIS SITE CROSSES AN ADJOINER, IT MAY NOT BE LOCATED SINCE MOST OPERATORS WILL NOT MARK SUCH "PRIVATE" SERVICES. C. SNOW AND ICE CONDITIONS DURING WINTER MONTHS MAY OBSCURE OTHERWISE VISIBLE EVIDENCE OF A BURIED STRUCTURE OR UTILITY. D. MAPS PROVIDED BY UTILITY OPERATORS, EITHER ALONG WITH A FIELD LOCATION OR IN LIEU OF SUCH A LOCATION, ARE VERY OFTEN INACCURATE OR INCONCLUSIVE. MAPS PROVIDED BY UTILITY OPERATORS ARE VERY OFTEN AT A VERY SMALL SCALE, OR NO SCALE. E. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THE SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 651-454-0002. F. UTILITY INFORMATION SHOWN ON THIS PLAN, SUCH AS NATURAL GAS, ELECTRIC LINES, TELEPHONE LINES, FIBEROPTIC LINES, CABLE TELEVISION LINES, UNDERGROUND PIPELINES, ETC. WAS SUPPLIED OR LOCATED BY GOPHER STATE ONE CALL. EXISTING CONDITIONS GENERAL NOTES SPOT ELEVATION CATCH BASIN CONTOUR CONCRETE CURB STORM SEWER SANITARY SEWER CONCRETE TELEPHONE PEDESTAL TELEPHONE MANHOLE GUY WIRE TREE (GENERAL) DECIDUOUS TREE OVERHEAD UTILITY TOP OF CURB TOP NUT HYDRANT RETAINING WALL SANITARY MANHOLE HYDRANT GATE VALVE CURB CUT MAPPED WATERMAIN POWER POLE SURVEY LEGEND TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! EXISTING BUILDING 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8888 8 8 8 8 8 8 8 8 8 8 REMOVE EXISTING BITUMINOUS PAVEMENT-TYPREMOVE EXISTING CURB & GUTTER-TYP REMOVE EXISTING CURB & GUTTER-TYP REMOVE EXISTING WATERMAIN REMOVE EXISTING HYDRANT & VALVE REMOVE PORTION OF RETAINING WALL REMOVE RETAINING WALLS REMOVE EXISTING CURB & GUTTER-TYP REMOVE EXISTING WATER & SANI. SERVICE 6" DIP FIRE 1" DOMESTIC COPPER 4" PVC SANI. REMOVE & REPLACE CASTING. SEE UTILITY PLAN REMOVE EXISTING WATERMAIN REMOVE EXISTING STORM SEWER & STRUCTURE, TYP. REMOVE EXISTING STORM SEWER & STRUCTURE, TYP. REMOVE EXISTING WATER & SANI. SERVICE 6" DIP FIRE 1" DOMESTIC COPPER 4" PVC SANI. REMOVE EXISTING STORM SEWER & STRUCTURE, TYP. REMOVE PARTIALLY BUILT BUILDING REMOVE & SALVAGE EX. LIGHTPOLES, TYP. REMOVE & SALVAGE EX. LIGHTPOLES, TYP. SIGN TO REMAIN & BE ALTERED AS NEEDED N SCALE IN FEET 0 20 40 CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 6 / 0 9 / 2 0 2 1 1 : 3 1 P M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 1 - 2 D e m o l i t i o n P l a n OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS EAGLE RIDGE ORONO, MINNESOTA CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.19767 JAS TRG VMA 06-14-21 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS DEMOLITION PLAN C1-2 REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING DEMOLITION LEGEND: TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! 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. 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. 6. BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 7. CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 8. ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICABLE REGULATIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ALL SIGNS, MAILBOXES, ETC. 10. ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. SITE DEMOLITION SPECIFICATIONS REMOVE EXISTING BUILDING EXISTING BUILDING HCHC EX. TRASH ENCLOSURE 15 10 2 7 11 5 12 EX. RETAINING WALL PROPOSED RETAINING WALLS PROPOSED RETAINING WALLS PROPOSED RETAINING WALLS MEET & MATCH EX. CURB PROPERTY LINE 1' OUTSIDE PATIOS REINFORCED TURF 45'R 17'R 3'R 3'R 3'R 10'R 3.4'R HEAVY DUTY PAVEMENT CONCRETE WALK REMOVE & REPLACE PAVEMENT MEET & MATCH EX. CURB DOG RUN 16.4 14.3 18.0 28.0 22.9 70.2 286.2 164.2 28.0 15'R 5.0 5.0 CONCRETE WALK EX. RETAINING WALL EX. PLAY AREA EX. PLAY AREA DOG WALK EXISTING LIGHT POLEEXISTING LIGHT POLE BLACK WROUGHT IRON FENCE ON TOP OF WALLS SIGN 2.0 OVERHANG N SCALE IN FEET 0 20 40 #### #### CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 6 / 0 9 / 2 0 2 1 2 : 0 P M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 2 - 1 S i t e P l a n OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS EAGLE RIDGE ORONO, MINNESOTA CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.19767 JAS TRG VMA 06-14-21 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS SITE PLAN C2-1 PAVEMENT TYPES CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT REMOVE & REPLACE PARKING LOT 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. 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 9' X 18' UNLESS OTHERWISE NOTED. CURRENT ZONING: B-6 PUD PROPOSED ZONING:B-6 PUD PROPERTY AREA:2.63 +/- AC DISTURBED AREA:1.62 AC EXISTING IMPERVIOUS AREA: 1.85 AC PROPOSED IMPERVIOUS AREA: 1.60 AC TOTAL PARKING: 62 SURFACE STALLS PROVIDED INCLUDING 2 HC STALLS 66 UNDERGROUND STALLS PROVIDED INCLUDING 2 HC STALLS 1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. 7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON THE DETAIL SHEET(S) OF THE PROJECT PLANS. 8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 9. ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. 11.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 12.EXISTING TOPOGRAPHY PROVIDED BY LOUCKS ASSOCIATES, TOPOGRAPHIC SURVEY DATED 11/30/16. 13.SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2112. THE TOP 3 FEET SHALL BE COMPACTED TO 100% OF THE STANDARD PROCTOR DENSITY. 14.AGGREGATE BASE SHALL BE MNDOT 2211 CLASS 5. COMPACTION SHALL BE BY THE QUALITY COMPACTION METHOD. 15.PLANT MIXED BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT 2360 WITH MIX DESIGN AS SHOWN ON THE DETAILS. COMPACTION SHALL BE BY THE ORDINARY COMPACTION METHOD. 16.CONCRETE CURB & GUTTER SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2531. CURING SHALL BE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS EVERY 200 FEET AT ALL FIXED OBJECTS. CONTRACTIONS JOINTS EVERY 10 FEET. 17.CONCRETE WALK SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2521. CURING SHALL BE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS AT ALL FIVES OBJECTS. CONTRACTION JLINTS EVERY 5 FEET. 18.WORKING HOURS ARE 7 AM - 7 PM (MONDAY - FRIDAY) AND 9 AM - 7 PM ( SATURDAY.) A 48 HOUR NOTICE IS REQUIRED FOR SATURDAY WORK. 19.THE CONTRACTOR MUST HAVE A CITY LICENSE. 20.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED TO WORKING WITHIN CITY ROW. SITE NOTES SITE DATA GENERAL NOTES EXISTING BUILDING 8 8 8 8 8 8 8 8 8 FFE - 1018.0 GFE-1007.5 x1017.5 x1017.5 HCHC FFE - 1018.0 GFE-1007.5 x1017.5 x1017.5 x1017.5 x1017.5 x1017.5 x 1017.5 x 1007.5 x1007.5 x x 1009.75 1008.6 x1018.0 x 1017.5 x x x1000.6x x1015.5x1010.0 x 1013.5 x1008.4 x 1012.0 x 1010.5 x x1016.5 xx x1016.5 x1018.0 x 1017.25 TW 1017.0 GW x x x1010.05 x1016.5 x1016.95 x1016.25 x1017.0x1017.0 x 1018.25 TW 1018.0 GWx1017.5 x 1016.5 x x1018.0 x1011.25 x 1016.1 x 1014.1 x1017.6 x 1018.0 x 1018.2 x 1017.85 x1015.9 x1016.5 x1015.45 x1014.95 x1016.7 x 1014.1 x1014.2 x1018.0 8 8 8 8 8 8 8 x1016.5 8 8 x1016.5 8 8 8 8 x1017.0 EOF x1017.0 x1017.85 x1017.75 x1016.88 TC x 1007.5 x1007.6 x1008.1 10 09 11 12 13 14 15 17 18 16 x 1018.0 TW 1017.1 GW x1016.5 1018.5 TW 1017.1 GW 1017.75 TW 1017.5 GW 1017.25 TW 1017.0 GW x 1017.25 TW 1012.0 GW 1017.75 TW 1017.5 GW 1009.5 TW 1001.8 GW 1009.0 TW 1000.6 GW 1009.0 TW 1005.0 GW 1005.0 TW 1000.6 GW 1017.5 TW 1009.5 GW 1010.5 TW 1010.3 GW 1009.25 TW 1009.0 GW 1007.25 TW 1007.0 GW 1017.5 TW 1008.5 GW 1017.25 TW 1017.0 GW 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 MATCH EXISTING PAVEMENT GRADE N SCALE IN FEET 0 20 40 CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 6 / 0 9 / 2 0 2 1 1 : 3 7 P M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 1 G r a d i n g & D r a i n a g e P l a n OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS EAGLE RIDGE ORONO, MINNESOTA CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.19767 JAS TRG VMA 06-14-21 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS GRADING & DRAINAGE PLAN C3-1 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. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABILIZATION INFORMATION. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE PLANS. ALL CURB SPOT ELEVATIONS ARE TO GUTTER LINE-UNLESS NOTED OTHERWISE. 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 0.10 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. 4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO.16.61753.100), DATED 12/08/16 AS PREPARED BY NORTHERN TECHNOLOGIES INC. FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 6. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR AS DIRECTED BY CITY. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 7. DUST MUST BE ADEQUATELY CONTROLLED. 8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 11. A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM THE CITY THAT THE STREETS NEED TO BE SWEPT. 12. THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. 13. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 14. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME REQUIRED. 15. GRADES SHOWN ARE FINISHED GRADES. 16. FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES. 17. UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95% STANDARD PROCTOR DENSITY. 18.WORKING HOURS ARE 7:00 AM - 10:00 PM, MONDAY - SATURDAY. A 48 HOUR NOTICED IS REQUIRED FOR SATURDAY WORK. 19. THE CONTRACTOR MUST HAVE A CITY LICENSE. 20. A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO WORKING WITHIN CITY ROW. 21. TURF REINFORCEMENT MAT (TRM) SHALL BE LANDLOK 450, AS MANUFACTURED BY PROPEX GEOSOLUTIONS, OR APPROVED EQUAL. THE CONTRACTOR SHALL FOLLOW ALL OF THE MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. 22. STRUCTURAL RETAINING WALL, FENCING AND HANDRAIL DESIGN BY OTHERS. REFER TO ARCHITECTURAL PLANS. 23. REGIONAL POND AND STORM SEWER EAST OF THE SITE MUST BE REVIEWED BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK. THE POND BOTTOM MUST BE VERIFIED WITH SURVEY PRIOR TO ANY WORK, AND ONCE WORK COMMENCES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY SEDIMENT ADDED TO THE POND OR SEWER DUE TO SITE CONSTRUCTION. CITY TO BE GIVEN 48 HOURS NOTICE BEFORE REVIEW IS WANTED. 24. RECORD DRAWINGS MUST BE SUBMITTED TO THE CITY AT THE COMPLETION OF THE PROJECT. GRADING & DRAINAGE NOTES GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONS EXISTING BUILDING 8 8 8 8 8 8 8 8 8 FFE - 1018.0 GFE-1007.5 HCHC FFE - 1018.0 GFE-1007.5 8 8 8 8 8 8 8 8 8 8 8 8 8 10 09 11 12 13 14 15 17 18 16 4 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 INLET PROTECTION TYP INLET PROTECTION TYP INLET PROTECTION TYP SILT FENCE TYP SILT FENCE TYP SILT FENCE TYP ROCK CONSTRUCTION ENTRANCE N SCALE IN FEET 0 20 40 CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 6 / 0 9 / 2 0 2 1 1 : 5 1 P M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 2 S W P P P l a n OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS EAGLE RIDGE ORONO, MINNESOTA CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.19767 JAS TRG VMA 06-14-21 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS STORM WATER POLLUTION PREVENTION PLAN C3-2 SWPPP LEGEND INLET PROTECTION SILT FENCE EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN BIO ROLLS EROSION CONTROL BLANKET TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! SEE SHEET C3-3 FOR SWPPP NOTES AND C3-4 FOR SWPPP DETAILS. GENERAL NOTES CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 6 / 0 9 / 2 0 2 1 1 : 4 2 P M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 3 S W P P N o t e s & D e t a i l s OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS EAGLE RIDGE ORONO, MINNESOTA CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.19767 JAS TRG VMA 06-14-21 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS STORM WATER POLLUTION PREVENTION NOTES & DETAILS C3-3 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A 48 UNIT APARTMENT BUILDING AND ASSOCIATED UTILITIES. 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1. INSTALL VEHICLE TRACKING BMP 2. INSTALL SILT FENCE & BIO ROLLS AROUND SITE 3. CLEAR AND GRUB SITE 4. STRIP AND STOCKPILE TOPSOIL 5. REMOVE PAVEMENTS AND UTILITIES 6. CONSTRUCT STORMWATER MANAGEMENT FACILITIES 7. INSTALL SILT FENCE AROUND STORM WATER MANAGEMENT FACILITIES 8. ROUGH GRADE SITE 9. IMPORT CLEAN FILL FOR REPLACEMENT AND/OR BALANCE AS NEEDED 10. INSTALL UTILITIES 11. INSTALL BUILDING FOUNDATIONS 12. INSTALL CURB AND GUTTER 13. INSTALL PAVEMENTS AND WALKS 14. FINAL GRADE SITE 15. REMOVE ACCUMULATED SEDIMENT FROM STORMWATER FACILITIES AND STRUCTURES 16. SEED AND MULCH 17. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND BIO ROLLS AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3. SITE DATA: AREA OF DISTURBANCE / PROPERTY AREA: 2.63 AC PRE-CONSTRUCTION IMPERVIOUS AREA: 1.85 AC POST-CONSTRUCTION IMPERVIOUS AREA: 1.60 AC GENERAL SOIL TYPE: SEE GEOTECHNICAL EVALUATION REPORT 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5. PERIMETER EROSION CONTROL MEASURES TO BE INSTALLED BY CONTRACTOR & INSPECTED BY CITY PRIOR TO ANY WORK. CONTRACTOR MUST PROVIDE MINIMUM 24-HOUR NOTICE PRIOR TO INSPECTION. 6. ALL DISTURBED GROUND LEFT INACTIVE MUST BE IMMEDIATELY STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. STABILIZATION MUST BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 7. 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 8. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 9. 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. 10. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 11. IF THE INFILTRATION BASIN IS TO BE USED DURING CONSTRUCTION, THE CONTRACTOR SHALL ONLY PARTIALLY EXCAVATE AND LEAVE THE BASIN 2 FEET ABOVE FINISHED ELEVATION. 12. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH WDNR DISPOSAL REQUIREMENTS. 13. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE PROPERLY CONTAINED. 14. NO ENGINE DEGREASING IS ALLOWED ON SITE. 15. 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. 16.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE WDNR. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A. FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 16.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. 17.MINIMUM MAINTENANCE A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS 18. 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. 19. 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. 20. 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. 21. 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. 22. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 23. PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 24. 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. 25. 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: __________________________________ 26. THE MINNESOTA DNR OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. 27. LIST OF CONTACTS SWPPP NOTES INLET PROTECTION - FILTER BAG INSERT 3 FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX) 8" 12" 4" 2" 2 4 FILTER BAG INSERT 1 OVERFLOW HOLES (2" X 4" HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) 1/2 W D W 1/2 D INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET 4 NOTES: SEE SPECS. 2573, 3137, 3886 & 3891. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886. 2. FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 3. INSTALLATION NOTES: 3.1. DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. 3.2. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. 3.3. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDE CLEARANCE. 4. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. DRAWN 2/2016 LOUCKS PLATE NO. 3015 DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE (STANDARD)LF ROCK FILTER LOG LF INLET PROTECTION EA QUANTITY 1 0 1,850 0 20 SEEDING AC 1.25± ESTIMATED QUANTITIES CERTIFICATION NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMPAIRED WATER TYPE OF SPECIAL WATER LONG LAKE NO YES RECEIVING WATERS WOLSFLED LAKE NO YES TITLE NAME OWNER DALE RICHARDSON COMPANY PHONE NUMBER PROJECT MANAGER JEFF SHOPEK LOUCKS 763-496-6715 ENGINEER SWPPP VAL ANDERSON 763-496-6728LOUCKS CONTRACTOR SITE MANGER PENDING CBS MN PROPERTIES, LLC 612-708-6085 PENDING WOLSFELD WOODS SNA LAKE/OTHER YES NO SCIENTIFIC & NATURAL SITE LONG LAKE RECEIVING WATER WOLSFELD LAKE & WOODS NOT RECEIVING WATERS MERCURY, NUTRIENTS NUTRIENTS 2023 SPECIAL & IMPAIRED WATERS EXISTING BUILDING 8 8 8 8 8 8 8 8 8 HCHC 8 8 8 8 8 8 8 8 8 8 8 8 8 4 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 HYDRANT W/ GATE VALVE 6" DIP WATERMAIN CONNECT TO EXISTING 8" DIP CONNECT TO EX. WATERMAIN 8" DIP CONNECT TO EX. WATERMAIN 8" DIP CORE DRILL SANI. SERVICE INV-1000.78 22 LF-6" PVC @ 1.0% SANI. SERVICE INV-1001.00 6" DOMESTIC WATER SERVICE CONNECT TO EX. WATERMAIN (VERIFY EXISTING SIZE & MATERIAL) CBMH 10 CONSTRUCT OVER EX. 15" RCP RIM: 1008.5 INV: 1004.1 FES 11 RIM: 1009.0 12' - 12" RCP @ 2.0% CBMH 12 RIM: 1016.5 INV: 1008.76 W INV: 1003.92 SW/E 18' - 15" HDPE @ 1.0% CBMH 13 RIM: 1016.5 INV: 1003.04 88' - 18" HDPE @ 1.0% 88' - 18" HDPE @ 1.0% CBMH 14 RIM: 1016.5 INV: 1002.16 47' - 18" HDPE @ 1.0% CBMH 15 RIM: 1016.5 INV: 1001.69 66' - 18" HDPE @ 1.0%CBMH 16 RIM: 1016.5 INV: 1001.03 90' - 18" HDPE @ 1.0% CBMH 17 RIM: 1016.5 INV: 1000.13 80' - 18" HDPE @ 1.0% CBMH 18 RIM: 1016.5 INV: 999.33 N INV: 996.41 SE 33' - 18" RCP @ 2.0% CONNECT TO EX. CB INV: 995.75 +/- CBMH 20 RIM: 1015.8 INV: 1006.66 +/-CBMH 21 - SOLID CASTING ADJ. RIM: 1015.2 EX. INV: 1006.48 +/- CBMH 22 - BEEHIVE CASTING ADJ. RIM: 1007.9 EX. INV: 1003.26 +/- CBMH 23 CONSTRUCT OVER EX. 15" RCP RIM: 1007.6 EX. INV: 1002.99 +/- CBMH 24 - SOLID CASTING ADJ. RIM: 1008.1 EX. INV: 1002.41 +/- 8" FIRE WATER SERVICE PIV CONNECT TO EX. WATERMAIN (VERIFY EXISTING SIZE & MATERIAL) FIRE DEPARTMENT CONNECTION 6" GATE VALVE 8" GATE VALVE 300' HOSE REACH FOR FIRE N SCALE IN FEET 0 20 40 #### #### CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 6 / 1 1 / 2 0 2 1 8 : 2 7 A M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 4 - 1 U t i l i t y P l a n OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS EAGLE RIDGE ORONO, MINNESOTA CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.19767 JAS TRG VMA 06-14-21 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS UTILITY PLAN C4-1 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), 2013 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 7.5 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 7.5 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: WATERMAIN CL 52 DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER STORM SEWER DUAL WALL HDPE 12" TO 15" DIAMETER 9. 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 10.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. 11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 12.CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 13.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 14.THE CITY SHALL OPERATE ALL GATE VALVES. 15.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 16.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION. 17.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T 18.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. 19.ALL CONNECTIONS TO SANITARY SEWER AND WATERMAIN MUST BE COORDINATED WITH CITY. CONTRACTOR MUST PROVIDE A MINIMUM OF 48 HOUR PRIOR NOTICE. 20.RECORD DRAWINGS MUST BE SUBMITTED TO THE CITY AT THE COMPLETION OF THE PROJECT. UTILITY NOTES 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. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 6 / 0 9 / 2 0 2 1 1 : 4 9 P M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 8 - 1 D e t a i l S h e e t OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS EAGLE RIDGE ORONO, MINNESOTA CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.19767 JAS TRG VMA 06-14-21 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS DETAIL SHEET C8-1 CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 6 / 0 9 / 2 0 2 1 1 : 4 7 P M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 8 - 1 D e t a i l S h e e t OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS EAGLE RIDGE ORONO, MINNESOTA CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.19767 JAS TRG VMA 06-14-21 06-14-21 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS DETAIL SHEET C8-2 EXISTING BUILDING FFE - 1018.0 GFE-1007.5 HCHC FFE - 1018.0 GFE-1007.5 10 09 11 12 13 14 15 17 18 16 4 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 2 BLS 4 TA 2 BLS 4 TA 2 BLS 4 TA 4 TA 3 BLS 2 BLS 4 TA 4 TA 4 TA 3 BLS 3 BLS 1 SSC 19 RGD 2 IH 7 WC 4 WC 3 WC 7 WC 5 WC 1 SGM 7 BAJ 5 FLM 5 FLM 2 QA 14 FG 30 PPJ 27 NSG 3 BS 10 BLS 10 BLS 10 TGA 4 BLS 4 TA 4 BLS 4 TA 4 BLS 4 TA 4 BLS 4 TA 1 IH 8 RSD 5 BLS 9 AJS 5 RSD 5 RSD 2 PRC 4 TA 2 AD 4 TA 4 AD 12 SJ 6 AD 5 FLM 6 FG 9 SSD 4 SJ 8 SSD 11 FG 3 BS 1 SSC 1 SSC 1 PRC 3 SSC 3 SSC 2 SGM 1 SGM 4 SGM 3 BO 2 QA 2 AP 3 BO 3 AP 1 AB 1 AB 3 RM 14 RSD DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AB 2 AUTUMN BLAZE MAPLE Acer freemanii `Autumn Blaze`B & B 2.5"Cal BO 6 BURR OAK Quercus macrocarpa B & B 2.5"Cal IH 3 IMPERIAL HONEYLOCUST Gleditsia triacanthos `Impcole` TM B & B 2.5"Cal QA 4 QUAKING ASPEN Populus tremuloides 25 gal RM 3 RED SUNSET MAPLE Acer rubrum `Franksred` TM B & B 2.5"Cal SGM 9 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AP 5 AUSTRIAN PINE FULL FORM Pinus nigra B & B 6` HGT BS 7 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE PRC 3 PRAIRIE ROSE CRABAPPLE Malus x `Prairie Rose`B & B 1.5"Cal SSC 7 SPRING SNOW CRABAPPLE Malus x `Spring Snow`B & B 1.5"Cal SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING AD 12 ARCTIC FIRE DOGWOOD Cornus sericea `Artic Fire`5 gal 24" HGT 48" o.c. BLS 59 BIRCH-LEAF SPIREA Spirea x betulifolia `Tor`5 gal 24" HGT 36" o.c. RGD 19 RED GNOME DOGWOOD Cornus alba sibirica `Red Gnome`5 gal 24" HGT 60" o.c. GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING FG 31 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster` 1 gal 24" o.c. FLM 15 FLAME MISCANTHUS Miscanthus sinensis `Purpurascens` 1 gal 48" o.c. NSG 27 NORTHWIND SWITCH GRASS Panicum virgatum `North Wind`1 gal 30" o.c. CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING BAJ 7 BLUE ARROW JUNIPER Juniperus virginiana `Blue Arrow`10 gal 24" HGT 48" o.c. PPJ 30 PENCIL POINT JUNIPER Juniperus Communis 'Pencil Point' 10 gal 24" o.c. SJ 16 SCANDIA JUNIPER Juniperus sabina 'Scandia'5 gal 48" o.c. TGA 10 TECHNITO GLOBE ARBORVITAE Thuja occidentalis 'Bailjohn'5 gal 42" o.c. TA 52 TECHNY GLOBE ARBORVITAE Thuja occidentalis `Techny Globe 5 gal 24" HGT 48" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING AJS 9 AUTUMN JOY SEDUM Sedum x `Autumn Joy`1 gal 18" o.c. DWH 1 DREAM WEAVER HOSTA Hosta `Dream Weaver`1 gal 24" o.c. RSD 32 RUBY STELLA DAYLILY Hemerocallis x `Ruby Stella`1 gal 24" o.c. N SCALE IN FEET 0 20 40 #### #### CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 6 / 1 1 / 2 0 2 1 1 2 : 1 8 P M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ L A N D S C A P E \ _ d w g S h e e t F i l e s \ L 1 - 1 L a n d s c a p e P l a n OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS EAGLE RIDGE ORONO, MINNESOTA CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 19767 JAS GAJ GAJ 06-14-21 06-14-21 LANDSCAPE PLAN L1-1 IRRIGATION NOTES 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 CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED AND LANDSCAPED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. IRRIGATION IS NOT NEEDED IN NATIVE SEEDED AREAS. 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 SHALL NOT SPRAY ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTINGS AND SOD AREAS HAVE BEEN ESTABLISHED. 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. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! 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. LANDSCAPE PLAN ROCK MULCH - 1-1/2" GREY TRAP ROCK 4" DEPTH ESTIMATED PROJECT VALUE - $12,000,000 UNIT COSTLANDSCAPE REQUIREMENTS SOD / TOPSOIL - SEE NOTES PROPOSED CANOPY TREE - 2.5" CAL PROPOSED EVERGREEN TREE - 3" CAL PROPOSED ORNAMENTAL TREE - 1.5" CAL (2 ORN = 1 CAN) PROPOSED SHRUBS GROUNDCOVER LEGEND PLANT LIST EDGING 27 12 10 LANDSCAPE REQUIREMENT - 1% OF $12,000,000 = $120,000 PROPOSED PERENNIALS / GRASSES 205 152 PROP EST COST $500 $450 $350 $60 $15 $13,500 $5,400 $3,500 $12,300 $2,280 PROPOSED SOD PROPOSED ROCK MULCH ED G I N G ED G I N G DOG RUN DOG PARK TOTAL LANDSCAPE COST OPINION 1,500 sy $25 $37,500 $3,000 $127,980 $120,000 PROPOSED GRAVEL PAVE $2,500 PROPOSED IRRIGATION $48,000 GRAVEL PAVE PROPOSED BUILDING FOOTPRINT - 26,396 SF PROPOSEDTREE REQUIREMENTS PROPOSED CANOPY TREE - 2.5" CAL PROPOSED EVERGREEN TREE - 3" CAL 27 12 REQUIRED 27 12 EXISTING SIGN 42" ORNAMENTAL FENCE - SEE L2-1 #### #### CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 6 / 1 1 / 2 0 2 1 1 2 : 1 9 P M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ L A N D S C A P E \ _ d w g S h e e t F i l e s \ L 1 - 1 L a n d s c a p e P l a n OUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS EAGLE RIDGE ORONO, MINNESOTA CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEETS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 05-19-21 CITY SUBMITTAL 06-14-21 CITY COMMENTS 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 19767 JAS GAJ GAJ 06-14-21 06-14-21 LANDSCAPE DETAILS L2-1 LOUCKS Deciduous Tree Planting.dwgSCALE: 1/2" = 1'-0" 2x ROOT BALL WIDTH CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. SET PLANT ON UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) 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 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. CUT BACK WIRE BASKET PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. 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 BACKFILL WITH IN SITU TOPSOIL DECIDUOUS TREE PLANTING1 CONIFEROUS TREE PLANTING LOUCKS Coniferous Tree Planting.dwgSCALE: 1/2" = 1'-0" 2 x ROOT BALL WIDTH 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. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP SAFETY FLAGGING - ONE PER WIRE BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN 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 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. MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. 2 LANDSCAPE INSTALLATION 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. 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. MULCH FOR TURF SEEDED AREAS SHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITH MNDOT 3884. MULCH FOR SEEDED AREAS WITH SLOPES 15% OR GREATER SHALL BE MNDOT CATEGORY 1, STRAW RD 1S BLANKET CONFORMING WITH MNDOT 3885. 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. 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. 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. 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. 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. 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. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. 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. COMMERCIAL GRADE 5" BLACK POLY EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH UNIFORM PIECE SIZE. ALL ANNUAL AND PERENNIAL BEDS TO RECIEVE 3" OF MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP MULCH WTH A FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP MULCH 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. ROCK MULCH SHALL BE 1"-1-1/2" GREY TRAP ROCK, 4" DEEP OVER A FIBER MAT WEED BARRIER. 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. 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 WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR. WARRANTY 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. 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. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. VARIES SEE PLAN EDGING MATERIAL - SEE NOTES EDGE VARIES - REFER TO PLAN MULCH - 3" MIN DEPTH - SEE NOTES LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING 12" DEPTH (MIN) LOAM PLANTING SOIL - SEE NOTES PERENNIAL PLANTING LOUCKS Perennial Planting.dwgSCALE: 3/4" = 1'-0" BU I L D I N G W A L L ( T Y P ) 4 REFER TO PLAN 18" MIN. SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. MULCH - 3" DEPTH - SEE NOTES OR SPEC. LANDSCAPE FABRIC - SEE NOTES OR SPEC. EDGING MATERIAL - SEE NOTES OR SPEC. EDGE VARIES - REFER TO PLAN PLANTING SOIL - SEE NOTES OR SPEC. LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING BU I L D I N G W A L L ( T Y P ) SHRUB PLANTING LOUCKS Shrub Planting.dwgSCALE: 3/4" = 1'-0"3 42" ORNAMENTAL FENCE - DELGARD LOUCKS 42INCH ORN FENCE - DELGARD.dwgSCALE: 3/8" = 1'-0" 2" SQUARE FENCE POST 3' - 8 " 6'-3/4" 4" 6" 1' - 6 " 3" MODEL: 42" ELBA RESIDENTIAL FENCE BY DELGARD (OR EQUAL) COLOR: BLACK 1-800-235-0185 WWW.DELGARD.COM 1" X 1" TOP AND MID RAIL 5/8" X 5/8" PICKET 1" X 1" BOTTOM RAIL GRADE EXISTING SUBGRADE CONCRETE FOOTING 5 SITE LOCATION AREA MAP CIVIL LOUCKS INC 7200 HEMLOCK LANE, SUITE 300, MAPLE GROVE, MN 55369 JEFF SHOPEK - PRINCIPAL 763-496-6715 JSHOPEK@LOUCKSINC.COM ARCHITECTURE/ INTERIOR DESIGN MOHAGEN HANSEN ARCHITECTURE | INTERIORS 1000 TWELVE OAKS CENTER DRIVE, SUITE 200 WAYZATA, MN 55391 JENNIFER KAPLAN, AIA - PROJECT MANAGER 952-426-7421 JKAPLAN@MOHAGENHANSEN.COM PROJECT CONTACTS 1000 Twelve Oaks Center Drive Suite 200, Wayzata, MN 55391 T: 952-426-7400 F: 952-426-7440 PR O J E C T CL I E N T PR O J E C T A D D R E S S DA T E PR O J E C T P H A S E PR O J . N O . MohagenHansen.com CB S - M N P R O P E R T I E S , L L C / 2 1 0 1 1 / C I T Y S U B M I T T A L / E A G L E R I D G E M U L T I - F A M I L Y CBS-MN PROPERTIES, LLC PO BOX 575, LONG LAKE, MN 55356 EAGLE RIDGE MULTI-FAMILY 05-19-2021 21011 CITY SUBMITTAL 2060 WAYZATA BLVD ORONO, MN 55356 NEW CONSTRUCTION CERTIFICATION 18074 TODD MOHAGEN, AIA, NCARB 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: I ACCEPT AND APPROVE THE INFORMATION PRESENTED IN THIS DRAWING SET AS A REPRESENTATION OF OUR DESIGN INTENT. SHOULD OWNER INITIATE CHANGES THAT RESULT IN REVISIONS AND/OR MODIFICATIONS ADDITIONAL DESIGN SERVICE FEES WILL BE CHARGED. CLIENT APPROVAL TITLE: AS A REPRESENTATIVE OF: UP DN UP A3001 A300 4 3'-4"20'-0" A300 5 18 ' - 0 " 24 ' - 0 " 18 ' - 0 " 3'-7 3/4"18'-0"24'-0"18'-0" 14 28 20 2 2 1 2 3 4 A300 2 UTLITY LOBBY ELEV. EQUIP STAIR 2 TRASH PARKING 66 STALLS STAIR 1 COMMUNITY SPACE: BIKES 441 SF DRIVE THRU DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DR A W I N G I N F O R M A T I O N PH A S E IS S U E R E C O R D RE G I S T R A T I O N AR C H I T E C T PR O J E C T N A M E COMPUTER DIRECTORY: SH E E T D E S C R I P T I O N THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NOT F O R C O N S T RU C T IO N C: \ R e v i t P r o j e c t s \ 2 1 0 1 1 _ E a g l e R i d g e M u l t i F a m i l y _ M a s t e r _ j j o h n s o n @ m o h a g e n h a n s e n . c o m . r v t A200 FLOOR PLAN - LOWER LEVEL S.PAETZEL J.JOHNSON 05-19-2021 21011 EagleRidge-MultiFamily_21011 CITY SUBMITTAL EAGLE RIDGE MULTI-FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 FLOOR PLAN KEYNOTES TAG KEYNOTE 1 AREA WELL FOR AIR EXHAUST WITH METAL GRATE COVER. 2 ELEVATOR SHAFT AND ELEVATOR PIT. 3 EXHAUST FAN AND LOUVER GRILL. 4 AREA WELL FOR INTAKE LOUVER GRILL. 1/8" = 1'-0"A200 1 LOWER LEVEL - FLOOR PLAN N TRUE NORTH NO. DESCRIPTION DATE CITY SUBMITTAL 05-19-2021 DN UP DN UP A3001 A300 4 A300 5 A300 2 STAIR 1 UTILITY MAIL ROOM WC OFFICE VEST. 2 BED 2 BED 1 BED 1 BED 1 BED 1 BED 1 BED 1 BED 2 BED 2 BED 1 BED 1 BED 1 BED STAIR 2 3 BED COMMUNITY SPACE: EXERCISE 930 SF STORAGE/ UTILITY/ AMENITY 2 BED 2 BED GARBAGE LOBBY DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DR A W I N G I N F O R M A T I O N PH A S E IS S U E R E C O R D RE G I S T R A T I O N A R C H I T E C T PR O J E C T N A M E COMPUTER DIRECTORY: SH E E T D E S C R I P T I O N THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NOT F O R C O N S T RU C T IO N C: \ R e v i t P r o j e c t s \ 2 1 0 1 1 _ E a g l e R i d g e M u l t i F a m i l y _ M a s t e r_ j j o h n s o n @ m o h a g e n h a n s e n . c o m . r v t A201 FLOOR PLAN - LEVEL 1 S.PAETZEL J.JOHNSON 05-19-2021 21011 EagleRidge-MultiFamily_21011 CITY SUBMITTAL EAGLE RIDGE MULTI-FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 FLOOR PLAN KEYNOTES TAG KEYNOTE 1 AREA WELL FOR AIR EXHAUST WITH METAL GRATE COVER. 2 ELEVATOR SHAFT AND ELEVATOR PIT. 3 EXHAUST FAN AND LOUVER GRILL. 4 AREA WELL FOR INTAKE LOUVER GRILL. 1/8" = 1'-0"A201 1 LEVEL 1 - FLOOR PLAN N TRUE NORTH NO. DESCRIPTION DATE CITY SUBMITTAL 05-19-2021 DN UP UPDN A3001 A300 4 A300 5 A300 2 UTILITY WC 2 BED 2 BED 1 BED 1 BED 1 BED 1 BED 1 BED 1 BED 2 BED 2 BED 1 BED 1 BED 1 BED STAIR 2 3 BED STORAGE/ UTILITY/ AMENITY 2 BED 2 BED GARBAGE STAIR 1 2 BED COMMUNITY: SITTING 243 SF CO M M U N I T Y SP A C E : B I K E S 18 7 S F DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DR A W I N G I N F O R M A T I O N PH A S E IS S U E R E C O R D RE G I S T R A T I O N A R C H I T E C T PR O J E C T N A M E COMPUTER DIRECTORY: SH E E T D E S C R I P T I O N THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NOT F O R C O N S T RU C T IO N C: \ R e v i t P r o j e c t s \ 2 1 0 1 1 _ E a g l e R i d g e M u l t i F a m i l y _ M a s t e r_ j j o h n s o n @ m o h a g e n h a n s e n . c o m . r v t A202 FLOOR PLAN - LEVEL 2 S.PAETZEL J.JOHNSON 05-19-2021 21011 EagleRidge-MultiFamily_21011 CITY SUBMITTAL EAGLE RIDGE MULTI-FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 1/8" = 1'-0"A202 1 LEVEL 2 - FLOOR PLAN FLOOR PLAN KEYNOTES TAG KEYNOTE 1 AREA WELL FOR AIR EXHAUST WITH METAL GRATE COVER. 2 ELEVATOR SHAFT AND ELEVATOR PIT. 3 EXHAUST FAN AND LOUVER GRILL. 4 AREA WELL FOR INTAKE LOUVER GRILL. N TRUE NORTH NO. DESCRIPTION DATE CITY SUBMITTAL 05-19-2021 DN DN DN A3001 A300 4 A300 5 A300 2 2 BED 2 BED STORAGE/ UTILITY/ AMENITY 2 BED 2 BED STAIR 1 2 BED UTILITY WC 1 BED 1 BED 1 BED 1 BED 1 BED 1 BED 2 BED 2 BED 1 BED 1 BED STAIR 2 GARBAGE WC COMMUNITYSPACE: COMMUNITY ROOM 921 SF COMMUNITY SPACE: AMENITY DECK 745 SF ROOF COMMUNITY: SITTING 243 SF DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DR A W I N G I N F O R M A T I O N PH A S E IS S U E R E C O R D RE G I S T R A T I O N A R C H I T E C T PR O J E C T N A M E COMPUTER DIRECTORY: SH E E T D E S C R I P T I O N THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NOT F O R C O N S T RU C T IO N C: \ R e v i t P r o j e c t s \ 2 1 0 1 1 _ E a g l e R i d g e M u l t i F a m i l y _ M a s t e r_ j j o h n s o n @ m o h a g e n h a n s e n . c o m . r v t A203 FLOOR PLAN - LEVEL 3 S.PAETZEL J.JOHNSON 05-19-2021 21011 EagleRidge-MultiFamily_21011 CITY SUBMITTAL EAGLE RIDGE MULTI-FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 1/8" = 1'-0"A203 1 LEVEL 3 - FLOOR PLAN FLOOR PLAN KEYNOTES TAG KEYNOTE 1 AREA WELL FOR AIR EXHAUST WITH METAL GRATE COVER. 2 ELEVATOR SHAFT AND ELEVATOR PIT. 3 EXHAUST FAN AND LOUVER GRILL. 4 AREA WELL FOR INTAKE LOUVER GRILL. N TRUE NORTH NO. DESCRIPTION DATE CITY SUBMITTAL 05-19-2021 W/D W/D W/ D W/D 30 ' - 7 3 / 4 " CL CL 26'-6" KITCHEN LAUNDRY CLOSET BATHROOM WALK-IN CLOSET BEDROOM LIVING 1 BEDROOM 797 S.F. OUTDOOR DECK HVAC ENTRY DINING KITCHEN DINING LIVING HVAC BEDROOM CLOSET LAUNDRY CLOSET BATHROOM ENTRY WALK-IN CLOSET MASTER BEDROOM OUTDOOR DECK CL CL 49'-6" 28 ' - 7 3 / 4 " 2 BEDROOM 1,397 S.F. 3 BEDROOM 1,781 S.F. CLOSET CLOSET LAUNDRY ENTRY KITCHEN WALK-IN CLOSET MASTER BEDROOM MASTER BATH LIVING DINING CLOSET BEDROOM BATH BATH BEDROOM 27'-7 3/4" 67 ' - 3 1 / 2 " MASTER BEDROOM WALK-IN CLOST MASTER BATHROOM HALF BATH DEN LIVING DINING KITCHEN ENTRYCLOSET BATHROOM WALK-IN CLOSET LAUNDRY BDEROOM HVAC OUTDOOR DECK 2 BEDROOM LARGE 1,937 S.F. CLCL 68'-4 3/4" 28 ' - 7 3 / 4 " N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DR A W I N G I N F O R M A T I O N PH A S E IS S U E R E C O R D RE G I S T R A T I O N A R C H I T E C T PR O J E C T N A M E COMPUTER DIRECTORY: SH E E T D E S C R I P T I O N THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NOT F O R C O N S T RU C T IO N C: \ R e v i t P r o j e c t s \ 2 1 0 1 1 _ E a g l e R i d g e M u l t i F a m i l y _ M a s t e r_ s h a y e s @ m o h a g e n h a n s e n . c o m . r v t A400 UNIT PLANS Checker Author 05-19-2021 21011 EagleRidge-MultiFamily_21011 CITY SUBMITTAL EAGLE RIDGE MULTI-FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 1/4" = 1'-0"A400 1 TYPICAL 1 BEDROOM UNIT 1/4" = 1'-0"A400 2 TYPICAL 2 BEDROOM UNIT 1/4" = 1'-0"A400 3 TYPICAL 3 BEDROOM UNIT 1/4" = 1'-0"A400 4 TYPICAL 2 BEDROOM LARGE UNIT 26 UNITS 14 UNITS 6 UNITS 2 UNITS NO. DESCRIPTION DATE BRK-1 BRICK: STANDARD MODULAR COLOR: RED/BROWN EXTERIOR MATERIALS LEGEND MTL-1 METAL PRE-FINISHED COPING AND TRIM: FIRESTONE UNICLAD COLOR: DARK BRONZE MTL-2 METAL RIBBED PANEL - FIRESTONE DELTA COLOR: DARK BRONZE MTL-3 METAL PRE-FINISHED ALUMINUM PERGOLA FRAME AND LOUVERS: COLOR: DARK BRONZE 1. ALUMINUM STOREFRONT FRAMES/ MULLIONS: DARK BRONZE 2. VENTING/ LOUVERS: DARK BRONZE 3. BALCONY METAL: DARK BRONZE, BALCONY METAL RAILING: DARK BRONZE, BALCONY RAILING SCREEN: CLEAR GLAZING 4. METAL PRE-FINISHED PLANTER BOXES: DARK BRONZE 5. ALUMINUM PERGOLA: MTL-3 6. ARCHITECT TO BE PROVIDED WITH ALL SAMPLES BEFORE CONSTRUCTION TO REVIEW AND APPROVE. CSTN-1 CAST STONE: STONEWORKS COLOR: BUFF LIMESTONE ACM-1 ALUMINUM COMPOSITE METAL PANEL: ALUCOBOND COLOR: DARK BRONZE LOWER LEVEL 89' - 4" B.O. DECK 128' - 6" LEVEL 1 - FLOOR 100' - 0" T.O. STRUCTURE-A 130' - 4" LEVEL 2 - FLOOR 109' - 6" LEVEL 3 - FLOOR 119' - 0" BRK-1 MTL-1 MTL-2 CSTN-1 ACM-1 MTL-1 MTL-3 CSTN-1 MTL-2 PIN LETTER SIGNAGE: DARK BRONZE BALCONY VENTING/ LOUVER ACM-1 DECORATIVE BACKLIT METAL SIGNAGE: NATURAL LIGHT BRONZE DECORATIVE PRE-FINISHED PLANTER BOXES PERGOLA B.O. DECK 128' - 6" LEVEL 1 - FLOOR 100' - 0" T.O. STRUCTURE-A 130' - 4" LEVEL 2 - FLOOR 109' - 6" LEVEL 3 - FLOOR 119' - 0" BRK-1 MTL-1 MTL-2 CSTN-1 ACM-1 BALCONY VENTING/ LOUVER LOWER LEVEL 89' - 4" B.O. DECK 128' - 6" LEVEL 1 - FLOOR 100' - 0" T.O. STRUCTURE-A 130' - 4" LEVEL 2 - FLOOR 109' - 6" LEVEL 3 - FLOOR 119' - 0" T.O. STRUCTURE-B 132' - 4" BRK-1 MTL-1 MTL-2 CSTN-1 ACM-1 PIN LETTER SIGNAGE: DARK BRONZE BALCONY VENTING/ LOUVER PERGOLA DECORATIVE PRE-FINISHED PLANTER BOXES MTL-3 GRADE BEYOND B.O. DECK 128' - 6" LEVEL 1 - FLOOR 100' - 0" T.O. STRUCTURE-A 130' - 4" LEVEL 2 - FLOOR 109' - 6" LEVEL 3 - FLOOR 119' - 0" T.O. STRUCTURE-B 132' - 4" BRK-1 MTL-1 CSTN-1 ACM-1PIN LETTER SIGNAGE: DARK BRONZE 3 A300 4A300 5 A300 1 A300 2 A300 B.O. DECK 128' - 6" LEVEL 1 - FLOOR 100' - 0" T.O. STRUCTURE-A 130' - 4" LEVEL 2 - FLOOR 109' - 6" LEVEL 3 - FLOOR 119' - 0" BALCONY VENTING/ LOUVER PERGOLA MTL-3 BRK-1 MTL-1 MTL-2 CSTN-1 ACM-1 DECORATIVE PRE-FINISHED PLANTER BOXES MTL-2 BRK-1 CSTN-1 MTL-3 ACM-1 N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DR A W I N G I N F O R M A T I O N PH A S E IS S U E R E C O R D RE G I S T R A T I O N AR C H I T E C T PR O J E C T N A M E COMPUTER DIRECTORY: SH E E T D E S C R I P T I O N THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NOT F O R C O N S T RU C T IO N C: \ R e v i t P r o j e c t s \ 2 1 0 1 1 _ E a g l e R i d g e M u l t i F a m i l y _ M a s t e r _ j j o h n s o n @ m o h a g e n h a n s e n . c o m . r v t A300 EXTERIOR BUILDING ELEVATIONS S.PAETZEL Author 05-19-2021 21011 EagleRidge-MultiFamily_21011 CITY SUBMITTAL EAGLE RIDGE MULTI-FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 3/32" = 1'-0"A300 1 ELEVATION - SOUTH 3/32" = 1'-0"A300 3 ELEVATION - NORTH 3/32" = 1'-0"A300 4 ELEVATION - WEST 3/32" = 1'-0"A300 5 ELEVATION - EAST 2 1" = 40'-0"A300 6 KEYPLAN 3/32" = 1'-0"A300 2 ELEVATION - EAST NO. DESCRIPTION DATE CITY SUBMITTAL 05-19-2021 N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DR A W I N G I N F O R M A T I O N PH A S E IS S U E R E C O R D RE G I S T R A T I O N A R C H I T E C T PR O J E C T N A M E COMPUTER DIRECTORY: SH E E T D E S C R I P T I O N THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NOT F O R C O N S T RU C T IO N C: \ R e v i t P r o j e c t s \ 2 1 0 1 1 _ E a g l e R i d g e M u l t i F a m i l y _ M a s t e r_ j j o h n s o n @ m o h a g e n h a n s e n . c o m . r v t A300A RENDERINGS S.PAETZEL J.JOHNSON 05-19-2021 21011 EagleRidge-MultiFamily_21011 CITY SUBMITTAL EAGLE RIDGE MULTI-FAMILY NEW CONSTRUCTION 2060 WAYZATA BLVD ORONO, MN 55356 12" = 1'-0"A300A 1 RENDERING - ENTRY 12" = 1'-0"A300A 2 RENDERING - DRIVE UP NO. DESCRIPTION DATE CITY SUBMITTAL 05-19-2021 Page M of 1Project #:Date:6/10/2021Calculated light levels shown are estimates based on information available at time of layout request.Due to unknown site conditions JTH Lighting assumes no responsibility for installed light levels.1. L i g h t i n g R e f l e c t a n c e o f 8 0 / 5 0 / 2 0 u s e d u n l e s s n o t e d o t h e r w i s e 2. I n t e r i o r c a l c p o i n t s s h o w n a t 3 0 " A . F . F . u n l e s s n o t e d o t h e r w i s e 3. E x t e r i o r c a l c p o i n t s s h o w n a t g r a d e u n l e s s n o t e d o t h e r w i s e 4. E m e r g e n c y e g r e s s c a l c p o i n t s s h o w n a t 0 " A . F . F . 5. P h o t o m e t r i c d r a w i n g s a r e f o r D e s i g n p u r p o s e s o n l y , not for Construction documentsPaper Size: ARCH D - 24X36"MN, ND, SD, W. WI 6885 146TH ST W APPLE VALLEY, MN 55124 952.223.6300 WWW.JTHLIGHTING.COM EAGLE RIDGE Ca l c u l a t i o n S u m m a r y La b e l Ca l c T y p e Un i t s Av g Ma x Mi n Av g / M i n Ma x / M i n LO T _ P l a n a r Il l u m i n a n c e Fc 1. 4 3 6. 4 0. 0 N. A . Lu m i n a i r e S c h e d u l e Sy m b o l Qt y La b e l Ma n u f a c t u r e r De s c r i p t i o n Ar r a n g e m e n t Lum. Lumens Lum. Watts LLF N. A . 2 AA AS L 1 - 1 6 0 L - 1 0 0 - 4 K 7 - 3 - U SI N G L E 12010 87.6 0.950 6 AA 2 AS L 2 - 3 2 0 L - 1 4 5 - 4 K 7 - 3 - U SI N G L E 20738 143 0.950 E L E E L E T E L T E L T E L T E L T E L T E L T E L T E L T E LTEL T E L T E L TE L TE L TEL T E L T E L O H O H O H O H O H O H O H O H O H O u t l o t D S U G A R S A N M H R I M =1 0 0 1 .3 T O P =1 0 0 2 .9 O H O H (D I R C E T I O N A N D I N V E R T A R E U N K N O W N ) O u t l o t D EX I S T I N G B U I L D I N G 1012 1 0 1 4 1 0 1 2 1 0 1 6 1 0 1 4 1 0 1 4 1 0 1 8 1 0 1 6 1 0 1 6 1 0 2 0 1 0 1 8 1 0 1 6 1 0 1 4 1 0 1 21010 1 0 1 8 1 0 1 4 1 0 1 2 1 0 1 0 1 0 0 8 1 0 1 4 1 0 1 6 101610141016101210101008 1 0 2 2 1 0 2 4 GF E - 1 0 0 7 . 5 FF E - 1 0 1 8 . 0 HC H C GF E - 1 0 0 7 . 5 F FE - 1 0 1 8 . 0 AA MH : 1 8 AA MH : 1 8 MH : 2 8 AA 2 AA 2 MH : 2 8 AA 2 MH : 2 8 MH : 2 8 AA 2 AA 2 MH : 2 8 AA 2 MH : 2 8 0. 3 0.0 0 . 0 0 . 0 1. 5 2 . 2 3 . 3 3 . 3 2 . 7 1 . 9 0.0 0. 6 0. 2 0. 1 0 . 1 0 . 1 0 . 1 0 . 2 1. 5 2 . 0 2 . 1 2 . 2 4. 1 1. 2 0. 7 0.0 1. 4 2 . 1 3 . 2 3 . 2 2 . 6 1 . 9 1 . 2 0 . 7 0 . 5 0. 1 0. 5 0. 1 1. 4 2 . 6 3 . 7 4 . 2 4 . 2 4 . 3 4 . 3 2 . 1 0 . 7 0.0 0. 4 3. 3 0. 2 0. 3 0 . 3 0 . 2 0.0 0 . 0 0 . 0 2. 9 4 . 1 0.0 3. 7 2. 7 3. 0 2 . 0 0 . 3 0. 1 0 . 2 0 . 1 0.0 0 . 0 0 . 0 1. 1 4. 2 0. 5 0.0 1. 9 2 . 7 3 . 8 3 . 7 3 . 0 2 . 2 1 . 5 0 . 7 0 . 2 1. 1 0. 7 2. 0 0.0 0 . 0 0 . 0 0 . 0 2. 1 3 . 0 4 . 1 4 . 0 3 . 3 0. 1 0. 7 0.0 2. 8 2 . 5 2 . 3 1 . 9 1 . 4 1 . 0 0 . 6 0 . 4 0 . 3 0.0 0.0 3. 1 0.0 1. 7 2 . 6 4 . 0 4 . 1 3 . 7 3 . 0 2 . 4 1 . 9 1 . 8 0. 1 3. 8 0. 2 0. 5 0 . 3 0 . 1 0.0 0 . 0 0 . 0 2. 1 3 . 3 4 . 7 2. 7 4. 4 2. 7 3. 2 2 . 7 2 . 7 3 . 0 3 . 4 3 . 7 3 . 8 3 . 8 3 . 5 2. 6 4. 8 4. 2 1. 9 1. 7 1 . 2 1 . 0 1 . 1 1 . 3 1 . 7 2 . 6 3 . 5 4 . 1 3. 0 4. 1 3. 5 4. 1 3 . 3 2 . 2 1 . 2 0 . 7 0 . 4 0 . 3 0 . 2 0 . 2 4. 3 4. 3 0. 7 0.0 3. 0 3 . 4 3 . 6 3 . 5 3 . 2 3 . 3 3 . 2 2 . 8 2 . 2 2. 3 1. 1 2. 3 0. 5 0 . 3 0 . 2 0 . 1 0.0 0 . 0 0 . 0 1. 5 2 . 2 3 . 5 1. 6 1. 7 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 1 0.0 0. 0 2. 8 3 . 1 2 . 9 3 . 0 3 . 4 3 . 5 2 . 0 0 . 5 0 . 2 2. 8 0.0 0. 0 2. 9 3 . 3 4 . 2 4 . 6 2 . 5 0 . 6 0 . 2 0 . 2 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. 1 0. 0 0. 1 0.0 2. 1 3 . 1 3 . 2 2 . 8 2 . 6 2 . 6 2 . 2 1 . 1 0. 1 0. 1 0.0 0. 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 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 1. 6 0. 0 0. 0 3. 6 4 . 1 4 . 8 4 . 5 2 . 0 0 . 6 0. 0 0 . 0 0. 0 3. 1 0. 0 2. 4 0.0 0 . 0 0 . 0 1. 9 3 . 1 3 . 5 3 . 4 3 . 7 4 . 5 4 . 4 0. 0 3. 9 3. 9 3 . 8 4 . 1 3 . 4 0. 1 0 . 1 0.0 0 . 0 0 . 0 2. 8 3. 9 4. 2 3. 8 4. 1 4 . 7 4 . 4 0. 0 0 . 0 0 . 1 0.0 0 . 0 0 . 0 0. 3 4. 2 0. 0 2. 0 0. 0 0 . 0 0 . 0 0 . 0 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 1 0. 0 0. 1 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1. 7 0. 0 1. 6 2. 7 0. 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.0 0. 0 0.0 0. 8 2. 8 3 . 2 3 . 1 3 . 6 4 . 5 4 . 5 2 . 2 0 . 7 0 . 3 0 . 2 0.0 3. 0 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 0 3. 3 0. 1 2. 3 1 . 5 0 . 8 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0.0 2. 4 0.0 1. 3 0 . 7 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 0 0.0 0. 1 0.0 0 . 0 2. 7 3 . 4 3 . 0 2 . 2 1 . 4 0 . 7 0 . 3 0.0 0.00.0 0.0 3. 4 4 . 8 4 . 5 3 . 5 2 . 2 1 . 1 0 . 5 0 . 1 0. 0 0.0 0. 1 4. 6 5 . 9 5 . 2 3 . 9 2 . 5 1 . 2 0 . 5 0 . 1 0.0 0. 7 0.0 0.0 0.0 0 . 0 0 . 0 0 . 0 2. 4 3 . 5 3 . 2 2 . 5 1 . 6 0 . 8 0.0 0. 1 0.0 0.0 0 . 0 2. 7 3 . 9 3 . 7 2 . 9 1 . 9 1 . 0 0 . 4 3. 4 0. 4 0.0 0. 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2. 0 0.0 0. 6 0. 6 0 . 9 1 . 2 1 . 3 1 . 0 0 . 7 0 . 4 0 . 2 0 . 1 0 . 0 0.0 0. 0 0. 2 0 . 4 0 . 4 0 . 4 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0. 3 0. 0 0. 5 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 3 0 . 5 0 . 7 0 . 7 0. 0 0. 0 0. 0 0. 0 0.0 2. 4 2 . 8 2 . 4 1 . 8 1 . 1 0 . 6 0 . 2 0 . 1 0.0 0. 0 0.0 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2. 9 5. 2 0. 1 0. 9 2. 8 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1. 1 1 . 6 2 . 0 0.0 1. 4 0. 0 0. 5 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1. 9 1. 0 4. 6 3 . 5 2 . 8 2 . 5 2 . 4 2 . 8 3 . 2 3 . 0 2 . 6 5. 0 1. 5 3. 9 0. 6 0 . 3 0 . 1 0.0 0 . 0 0 . 0 1. 8 2 . 9 4 . 2 0.0 2. 1 1. 0 2. 5 2 . 5 2 . 6 2 . 3 1 . 8 1 . 2 0 . 7 0 . 3 0 . 1 0.0 5. 4 0.0 5. 0 2. 0 3 . 0 3 . 7 4 . 0 3 . 6 2 . 7 2 . 3 2 . 4 2 . 9 4. 6 0.0 5. 0 2. 2 3 . 5 4 . 9 5 . 2 5 . 0 4 . 5 3 . 9 3 . 4 3 . 5 4. 8 4. 6 0.0 5. 1 4 . 7 4 . 1 3 . 5 3 . 1 3 . 0 3 . 1 3 . 0 2 . 7 2 . 2 3. 9 3. 5 3. 8 3 . 4 3 . 5 4 . 0 4 . 9 5 . 8 6 . 0 5 . 4 4 . 4 3 . 7 0.0 3. 3 0.0 3. 6 3 . 2 2 . 6 1 . 9 1 . 3 0 . 9 0 . 5 0 . 3 0 . 1 0.0 3. 3 2. 0 2. 3 1 . 2 0 . 5 0 . 1 0.0 0 . 0 0 . 0 2. 4 3 . 7 2. 1 3. 0 4. 5 1. 1 0 . 5 0 . 1 0.0 0 . 0 0 . 0 2. 1 3 . 3 3 . 4 2 . 7 3. 9 5. 3 6. 4 5 . 6 4 . 0 2 . 5 1 . 3 0 . 5 0 . 1 0.0 0 . 0 0 . 0 3. 5 5. 7 4. 6 3. 9 2 . 5 1 . 3 0 . 5 0 . 1 0.0 0 . 0 0 . 0 3. 2 0. 4 4. 5 0.0 1. 8 0.0 2. 8 3 . 4 3 . 1 2 . 3 1 . 5 0 . 9 0 . 4 0 . 1 0.00.0 0. 1 2. 5 2 . 9 2 . 7 2 . 1 1 . 3 0 . 7 0 . 3 0 . 1 0.0 0. 0 0.0 0. 1 0.0 0. 1 0.0 0 . 0 0 . 0 2. 1 3 . 2 3 . 3 2 . 6 1 . 7 0.0 0. 4 1. 0 0.0 0 . 0 0 . 0 2. 5 3 . 4 3 . 3 2 . 5 1 . 7 0 . 9 0 . 4 0. 9 EXISTING BUILDING PROPOSED BUILDING PLAYGROUND PLAYGROUND D O G R U N PATIO ENTRY WAYZATA BOULEVARD N EAGLE RIDGE MULTI-FAMILY SITE PLAN ORONO, MN 07/06/21 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 888 8 8 8 8 8 8 8 N SCALE IN FEET 0 30 60 #### #### CADD files prepared by the Consultant for this project are 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 this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 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 Pl o t t e d : 0 5 / 1 9 / 2 0 2 1 9 : 4 6 A M W: \ 2 0 1 9 \ 1 9 7 6 7 \ C A D D D A T A \ S U R V E Y \ _ d w g S h e e t F i l e s \ 1 9 7 6 7 B - P r e P L A T OUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION EAGLE RIDGE APARTMENTS 2060 WAYZATA BLVD. W. ORONO, MN 55356 CBS MN PROPERTIES, LLC PO BOX 575 LONG LAKE, MN 55356 Lots 1 through 6, Block 1, AMBER WOODS OFFICE CENTRE, Hennepin County, Minnesota. LEGAL DESCRIPTION GENERAL NOTES SURVEYOR: Loucks 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55330 763-424-5505 1. Prepared May 19, 2021. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 2060 Wayzata Blvd. W., Orono, Minnesota 55356. 3. The bearings for this survey are based on the plat of AMBER WOODS OFICE CENTRE. 4. Benchmark: MnDOT 2713 AG - in Long Lake, in the sidewalk in the NW corner of C.R. 146 Bridge No. 27273 over T.H. 12 and the Railroad, 0.2 , mile south along Brown Road from the junction of T.H. 912 and C.R. 146, 25.0 feet west of C.R. 146, 300.0 feet south of City Hall, 3.0 feet east of the NE corner of the NW pillar with a light pole, 3.0 feet west of a curb, 0.2 Foot north of an expansion joint. Elevation = 997.40 feet (NGVD 29) Site Benchmark: Top nut of hydrant located approx. 125 feet east of entrance from Wayzata Blvd. W. and 125 feet north of Wayzata Blvd. W., as shown hereon. Elevation = 1011.82 feet (NGVD 29) 5. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27053C0302F, Community Panel No. 270178 0302 F, effective date of November 4, 2016. 6. The field work was completed on March 24, 2021. OWNER/DEVELOPER: CBS MN Properties, LLC PO Box 575 Long Lake, MN 55356 Current Zoning: B-6 PUD (Highway Commercial) Current Building Setbacks:Current Parking Setback: Front 30 feet Front 15 feet West Side 10 feet West Side 5 feet East Side 35 feet East Side 10 feet Rear 35 feet Rear 10 feet Proposed Zoning: RPUD (Residential Planned Unit Development) Proposed Building Setbacks:Proposed Parking Setbacks: Front 30 feet Front 15 feet Side 35 feet Side 5 feet Rear 35 feet Rear 10 feet ZONING INFORMATION Areas: Proposed Lot 1 Area = 6,242 +/- square feet or 0.14 +/- acres Proposed Lot 2 Area = 32,221 +/- square feet or 0.74 +/- acres Proposed Lot 3 Area = 76,300 +/- square feet or 1.75 +/- acres Total Property Area = 114,763 +/- square feet or 2.63 +/- acres SITE DATA SPOT ELEVATION CATCH BASIN CONTOUR CONCRETE CURB STORM SEWER SANITARY SEWER CONCRETE TELEPHONE PEDESTAL TELEPHONE MANHOLE GUY WIRE TREE (GENERAL) DECIDUOUS TREE OVERHEAD UTILITY TOP OF CURB TOP NUT HYDRANT RETAINING WALL SANITARY MANHOLE HYDRANT GATE VALVE CURB CUT MAPPED WATERMAIN POWER POLE SURVEY LEGEND POST INDICATOR VALVE License No. Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. VICINITY MAP Field Crew Max L. Stanislowski - PLS 48988 Project Lead Drawn By Checked By Loucks Project No.19-767B MLS SFM MLS CMS 05/19/21 05/19/21 CITY SUBMITTAL PRELIMINARY PLAT 1 OF 1 SITE Council Exhibit B LA21-42 Last Updated: January 2021 Note: This is an information sheet only, every effort has been made to insure the accuracy of the information contained herein; however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 1 of 1 BUILDING HEIGHT Planning & Zoning Department 952-249-4620 www.ci.orono.mn.us All buildings in Orono are limited to a maximum building height of 30 feet or less, as defined within City Code Section 78-1 as follows: Building height means the vertical distance between the highest existing ground level or ten feet above the lowest ground level, whichever is lower, and the top of the cornice of a flat roof, or the deck line of a mansard roof, or the uppermost point on a round or other arch-type roof, or the median height of the highest gable of a pitched or hipped roof. Topographic changes which elevate the adjoining ground level above the existing terrain shall not be considered in determining building height. How to determine the defined height for a building: Distance Between First Floor and defined Top of Roof* as defined above. (a) First Floor Elevation (from building plans): (b) Highest existing ground level touching the building’s footprint (per survey) or 10' above lowest ground level, whichever is lower: (c) Difference between (b) and (c)**: (d) DEFINED HEIGHT **If highest existing adjacent grade is above FFE - Height is (a) - (d) OR If highest existing adjacent grade is below FFE - Height is (a) + (d) (e) For More Information Contact the Planning and Zoning Department at 952-249-4620 or planning@ci.orono.mn.us. *Highest Existing Ground Level is 1018 Lowest Ground Level 89'4" + 10' is 99'4" 30' 4" 100' *99' 4" 8" 31' 0" Council Exhibit M LA21-42 Last Updated: January 2021 Note: This is an information sheet only, every effort has been made to insure the accuracy of the information contained herein; however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 1 of 1 BUILDING HEIGHT Planning & Zoning Department 952-249-4620 www.ci.orono.mn.us All buildings in Orono are limited to a maximum building height of 30 feet or less, as defined within City Code Section 78-1 as follows: Building height means the vertical distance between the highest existing ground level or ten feet above the lowest ground level, whichever is lower, and the top of the cornice of a flat roof, or the deck line of a mansard roof, or the uppermost point on a round or other arch-type roof, or the median height of the highest gable of a pitched or hipped roof. Topographic changes which elevate the adjoining ground level above the existing terrain shall not be considered in determining building height. How to determine the defined height for a building: Distance Between First Floor and defined Top of Roof* as defined above. (a) First Floor Elevation (from building plans): (b) Highest existing ground level touching the building’s footprint (per survey) or 10' above lowest ground level, whichever is lower: (c) Difference between (b) and (c)**: (d) DEFINED HEIGHT **If highest existing adjacent grade is above FFE - Height is (a) - (d) OR If highest existing adjacent grade is below FFE - Height is (a) + (d) (e) For More Information Contact the Planning and Zoning Department at 952-249-4620 or planning@ci.orono.mn.us. Adjacent, existing Grades taken from Sheet C3-1. FFE taken from sheet C3-1. *Highest Existing Ground Level is 1018 Lowest Ground Level 1002 + 10' is 1012 30' 4" 1018' 1012" 6' 36' 4" Revised 7-22-21 Last Updated: January 2021 Note: This is an information sheet only, every effort has been made to insure the accuracy of the information contained herein; however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 1 of 1 BUILDING HEIGHT Planning & Zoning Department 952-249-4620 www.ci.orono.mn.us All buildings in Orono are limited to a maximum building height of 30 feet or less, as defined within City Code Section 78-1 as follows: Building height means the vertical distance between the highest existing ground level or ten feet above the lowest ground level, whichever is lower, and the top of the cornice of a flat roof, or the deck line of a mansard roof, or the uppermost point on a round or other arch-type roof, or the median height of the highest gable of a pitched or hipped roof. Topographic changes which elevate the adjoining ground level above the existing terrain shall not be considered in determining building height. How to determine the defined height for a building: Distance Between First Floor and defined Top of Roof* as defined above. (a) First Floor Elevation (from building plans): (b) Highest existing ground level touching the building’s footprint (per survey) or 10' above lowest ground level, whichever is lower: (c) Difference between (b) and (c)**: (d) DEFINED HEIGHT **If highest existing adjacent grade is above FFE - Height is (a) - (d) OR If highest existing adjacent grade is below FFE - Height is (a) + (d) (e) For More Information Contact the Planning and Zoning Department at 952-249-4620 or planning@ci.orono.mn.us. Predevelopment grades, HEG was 1024. The lowest existing grade was 1010. Ten feet above that is 1020 30' 4" 1018' 1020" 2' 28'4" Revised 7-22-21 Predevelopement Grades AGENDA ITEM Prepared By: Reviewed By: A. Carlson Approved By: 1. Purpose. The purpose of this action item is to establish the City’s water conservation measures during the current drought. 2. Background. The State of Minnesota, Department of Natural Resources has announced a statewide DROUGHT WARNING PHASE in accordance with the Minnesota Statewide Drought Plan (Exhibit A). which specifies actions that water suppliers, such as Orono, must implement once the state is elevated to drought warning phase including requirements that: a. Public water suppliers implement appropriate water use restrictions contained in their Water Supply Plan. b. Public water suppliers will implement water use reduction actions with a goal of reducing water use to 50% above January levels. For Orono this means a goal of 11,535 kGals per month. Note the total for June was 22,306 kGals. 3. Water Supply Plan. The City’s Water Supply Plan (Page 33, Table 22) calls for use of the water deficiency ordinance to drive short term demand reductions in accordance with the State Drought Plan. 4. Water Deficiency Ordinance. Section 14-136 of the City Code regulates the use of water during periods of water shortage (Exhibit B). 5. Staff Recommendation. I recommend the City adopt a Resolution to implement restrictions for nonessential water use in accordance with our City Code and Water supply plan. A draft resolution is attached as Exhibit C. The draft resolution calls for voluntary restrictions on irrigations activities, asking residents to restrict their irrigation to early morning on an odd / even day schedule. Should the drought worsen or additional guidance come from the State, the City can reevaluate and move to an involuntary restriction system. 6. Communication Plan. City staff will communicate the restrictions as well as water conservation practices and links to water conservation information via the city website, email blasts, and on the next utility bill. Some best practices to be communicated are at exhibit D. COUNCIL ACTION REQUESTED Move to Adopt the Water Conservation Resolution. Exhibits. A. DNR Drought Letter B. City Ordinance Section 14-136 C. Water Conservation Resolution Draft D. Communications Item No.: 9 Date: July 26, 2021 Item Description: Water Conservation During Drought Presenter: Adam T. Edwards City Administrator / City Engineer Agenda Section: City Administrator/ Engineer Report CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ A RESOLUTION ENCOURAGING WATER CONSERVATION MEASURES DURING THE SEVERE DROUGHT WHEREAS, the Minnesota Department of Natural Resources (DNR) has determined that the state is now in the drought warning phase of the State Drought plan; and WHEREAS, the State Drought Plan and the City’s Water Supply plan call for the implementation of water restrictions during droughts; and WHEREAS, the City Code section 14-136 governs how the city will regulate the use of water during periods of water shortage; NOW, THEREFORE, BE IT RESOLVED, that all Orono residents, businesses and organizations are highly encouraged to abide by the following restrictions: a. Homes or businesses with even-numbered addresses should water their lawns on even- numbered dates. Homes or businesses with odd-numbered addresses should water on odd-numbered dates. b. Lawn watering is allowed only before 10 a.m. or after 6 p.m. on scheduled days. c. The planting of new sod or seed during very dry times of the year is discouraged. Daily watering of new sod and seed is recommended for the first 14 days to establish root growth. After two weeks, normal watering should be sufficient for establishing a new lawn. d. Sports fields, golf courses, commercial nurseries, agricultural, and horticultural businesses are exempt from watering restrictions but are encouraged to employ water efficiently to the greatest extent possible. e. Restrictions shall remain in place until September 30th, 2021 or removed or amended by resolution. Adopted by the City Council of the City of Orono on this 26th day of July, 2021. ATTEST: ________________________ __________________________ Anna Carlson, City Clerk Dennis Walsh, Mayor Exhibit D Water Conservation • DON’T over-water your lawn. Most lawns need about 1” per week to remain healthy and green. • DON’T collect grass clippings when you mow; the clippings provide shade for the soil and help prevent evaporation. • DO comply with the City’s odd-even watering restrictions to help prevent extreme demands on the water system. • DO position your sprinklers so the water lands on the lawn or garden, not on paved areas. • DO let your lawn go dormant during drought conditions; this saves water and time spent mowing. • DO choose shrubs or ground cover instead of grass for hard-to-water areas (steep slopes or isolated strips) https://www.youtube.com/watch?v=zO_I7USYE6s July 16, 2021 Dear water suppliers in areas with severe drought conditions, With more than 50 percent of Minnesota experiencing severe drought and some areas experiencing extreme drought, the Minnesota Department of Natural Resources (DNR) has determined that the state is now in the drought warning phase. With this designation, the DNR and others are taking additional steps such as restricting some water uses. Water Supplier Actions Needed The State Drought Plan specifies actions that water suppliers must implement once the state is elevated to drought warning phase. 1. Population over 1,000 - Public water suppliers implement appropriate water use restrictions contained in their Water Supply Plan. a. Your plan can be found in your MPARS account, under the Attachments tab. b. Begin implementing your Water Supply demand reduction measures in Plan Part 2 (Tables 18, 19). These actions can be supported by measures that are identified in the Water Supply Plan, Part 3 Water Conservation. 2. All Water Suppliers - Public water suppliers will implement water use reduction actions with a goal of reducing water use to 50% above January levels. a. For example: A city uses 4 million gallons of water in January, and normally uses 6.8 million in August. During the drought warning phase, they should only use 6 million gallons in August. b. Websites with water conservation messages: DNR Water Conservation webpage and https://www.ready.gov/drought. Significant demand reduction is achievable by restricting or banning non-essential outdoor water use, especially lawn irrigation, power washing buildings, car washing and swimming pool filling. Encourage customers to fix leaks, install water saving devices and water-efficient appliances. Have conversations with your biggest water users and ask them how they might reduce water use, especially during peak times. Use a variety of communication methods: Large exterior signs around the community, mailing/emailing all customers, radio station announcements, Facebook posts or other social media, and a news release to any local media. Explain the critical situation and that you need everyone’s help. Ask customers to conserve water as much as possible. Other Suggestions: • During times of severe drought, monitor your water levels closely. Keep in mind that water quality may be impacted by increased concentrations of contaminants. • Please alert your local DNR hydrologist to any water supply concerns or issues during the summer. • Sign up to receive GovDelivery updates about drought in Minnesota, drought preparations and response, and important ways to conserve water. Best regards, Randall Doneen Conservation Assistance and Regulations (CAR) Section Manager| Ecological & Water Resources Phone: 651-259-5156 Email: randall.doneen@state.mn.us mndnr.gov Created: 2021-05-30 12:16:27 [EST] (Supp. No. 19, Update 3) Page 1 of 2 Sec. 14-136. Regulating the use of water during periods of water shortage. (a) Purpose. In order to avoid a water shortage due to inadequate capacity in water systems, to ensure an adequate water supply for fire protection, to protect the environment of Lake Minnetonka, to ensure the protection of subterranean aquifers, to maintain the quality of domestic water supplies, and to protect the general health, safety and welfare of the residents, the regulations on nonessential water uses prescribed in this section shall apply during periods of water shortages. (b) Implementation of restrictions. Whenever the city council shall determine that a shortage of water threatens the city, it may enact by resolution the restrictions for nonessential water use set forth in this section. The resolution shall become effective 24 hours after passage and publication. The resolution shall contain the following information: (1) Uses of water that will be restricted; (2) Types of water supply which will be restricted, such as the public water system, private wells, lakes or other surface water systems; (3) Times during which the restriction will apply; (4) Whether the use restrictions will apply to all property in the city or will vary depending upon location or identification of property; (5) When the restrictions will be implemented and when they will terminate; and (6) Whether the restrictions will be voluntary or involuntary. (c) Notification of public. Whenever the city council enacts the restrictions in this section, it shall take such action as is reasonably practicable to notify the general public of the restrictions. The notice shall be posted on the city's bulletin board and shall be published in the local newspaper. The notice shall include the information described in subsections (b)(1)—(6) of this section. (d) Types of water supply. The restrictions in this section shall, at the discretion of the city council, apply to the public water system, private wells, lakes or other surface water systems, or any combination. (e) Restrictions. (1) During a water shortage, the city council may order one or any combination of the following restrictions: a. A complete or partial ban on water use for watering lawns, trees and shrubs, irrigation, car washing, filling swimming pools, air conditioning, other uses determined by the city to be nonessential, or any combination; b. An odd/even watering ban in which residents of addresses ending in an even digit may water on even-numbered calendar days and residents of addresses ending in an odd digit may water on odd-numbered calendar days; c. A limitation of water use for specified hours of the day; d. A voluntary or involuntary restriction; e. A use restriction applicable to all or part of the city or based on land use or property identification; and f. Any other appropriate restrictions. Created: 2021-05-30 12:16:27 [EST] (Supp. No. 19, Update 3) Page 2 of 2 (2) Newly seeded or sodded lawns shall be exempt from these provisions for a period of 30 days after installation, although no new seeding or sodding may begin after any applicable water use restriction is instituted. (3) The council delegates to the city administrator or his designee the authority to declare an odd/even or total sprinkling ban or a complete water use ban of municipal users of any public system in the city when in the opinion of the administrator or his designee municipal water supplies have reached the point that it could endanger the supply for domestic sanitation and/or fire protection purposes. This would require ratification by resolution at the council's next regularly scheduled council meeting. (f) Termination. Any water use restrictions imposed by the council during a water shortage shall terminate by resolution of the city council. (Code 1984, § 3.10(14))