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HomeMy WebLinkAbout02/23/2017 Meeting ••••• Meeting Location: Municipal Center • Apple 7100 147th Street West Valley Apple Valley, Minnesota 55124 February 23, 2017 CITY COUNCIL SPECIAL INFORMAL MEETING TENTATIVE DISCUSSION ITEMS 6:00 PM 1. Council Discussion Items (5 min.) 2. Discuss Mobile Food Units and Special Events (40 min.) 3. Adjourn CITY COUNCIL REGULAR MEETING TENTATIVE AGENDA 7:00 PM 1. Call to Order and Pledge 2. Approve Agenda 3. Audience - 10 Minutes Total Time Limit - For Items NOT on this Agenda 4. Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a councilmember or citizen requests to have any item separately considered. It will then be moved to the regular agenda for consideration. A. Approve Minutes of February 9, 2017, Regular Meeting B. Approve Change of General Manager in Connection with Club On-Sale Liquor Licenses at Apple Valley American Legion, Post 1776, 14521 Granada Drive C. Approve Fischer Sand &Aggregate, LLP, Commercial Extraction Permit for 2017 D. Approve Letter of Support for Velvet Tones Award Application E. Adopt Resolution Approving Changes to Public Works Department Policy Manual E Approve Release of Financial Guarantee G. Delegard Apple Villa Apartments, Lot 1, Block 1,Apple Villa Second Addition(7800 to 7822 Whitney Drive) (Removed from agenda) 1. Adopt Resolution Approving Planned Development Agreement and Associated Agreements 2. Adopt Resolution Approving Site Plan/Building Permit Authorization for 28-Unit Apartment Building H. Adopt Resolution Approving Master Subscriber Agreement for Minnesota Court Data Services for Government Agencies I. Approve Agreement with Pine Bend Paving, Inc., for Project 2017-125, Park Trail Overlay J. Approve Agreement with Midwest Fence & Mfg. Co. for Project 2017- 123, Chain Link Fencing - Hayes Field #7 K. Approve Personnel Report L. Approve Claims and Bills M. Adopt Resolution Authorizing Execution of Apple Valley Villa Apartments Master Subordination Agreement and Estoppel Certificate 5. Regular Agenda Items A. Presentation of Stork Pins by Allina Health to Firefighters and Police Officers B. Receive Certificate of Achievement for Excellence in Financial Reporting for 2015 C. Pass Ordinance Amending Chapter 130 of the City Code, Regulating Predatory Offender Residency (Recommend waiving second reading) D. Adopt Resolution Appointing Members to Fill Vacancies on Parks and Recreation Advisory Committee with Terms Expiring March 1, 2020 E. Adopt Resolutions Reappointing Commissioners/Committee Members 1. Cemetery Advisory Committee Members 2. Planning Commissioners 3. Telecommunications Advisory Committee Members 4. Traffic Safety Advisory Committee Members 5. Urban Affairs Advisory Committee Members 6. Staff and Council Communications 7. Approve Calendar of Upcoming Events 8. Adj ourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at www.cityofapplevalley.org ... :• Meeting Location: Municipal Center Apple 7100 147th Street West Valley Apple Valley, Minnesota 55124 February 23, 2017 CITY COUNCIL SPECIAL INFORMAL MEETING TENTATIVE DISCUSSION ITEMS 6:00 PM 1. Council Discussion Items (5 min.) 2. Discuss Mobile Food Units and Special Events (40 min.) 3. Adjourn CITY COUNCIL REGULAR MEETING TENTATIVE AGENDA 7:00 PM 1. Call to Order and Pledge 2. Approve Agenda 3. Audience - 10 Minutes Total Time Limit - For Items NOT on this Agenda 4. Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a councilmember or citizen requests to have any item separately considered. It will then be moved to the regular agenda for consideration. A. Approve Minutes of February 9, 2017, Regular Meeting B. Approve Change of General Manager in Connection with Club On-Sale Liquor Licenses at Apple Valley American Legion, Post 1776, 14521 Granada Drive C. Approve Fischer Sand &Aggregate, LLP, Commercial Extraction Permit for 2017 D. Approve Letter of Support for Velvet Tones Award Application E. Adopt Resolution Approving Changes to Public Works Department Policy Manual E Approve Release of Financial Guarantee G. Delegard Apple Villa Apartments, Lot 1, Block 1,Apple Villa Second Addition(7800 to 7822 Whitney Drive) 1. Adopt Resolution Approving Planned Development Agreement and Associated Agreements 2. Adopt Resolution Approving Site Plan/Building Permit Authorization for 28-Unit Apartment Building H. Adopt Resolution Approving Master Subscriber Agreement for Minnesota Court Data Services for Government Agencies I. Approve Agreement with Pine Bend Paving, Inc., for Project 2017-125, Park Trail Overlay J. Approve Agreement with Midwest Fence & Mfg. Co. for Project 2017- 123, Chain Link Fencing - Hayes Field #7 K. Approve Personnel Report L. Approve Claims and Bills M. Adopt Resolution Authorizing Execution of Apple Valley Villa Apartments Master Subordination Agreement and Estoppel Certificate 5. Regular Agenda Items A. Presentation of Stork Pins by Allina Health to Firefighters and Police Officers B. Receive Certificate of Achievement for Excellence in Financial Reporting for 2015 C. Pass Ordinance Amending Chapter 130 of the City Code, Regulating Predatory Offender Residency (Recommend waiving second reading) D. Adopt Resolution Appointing Members to Fill Vacancies on Parks and Recreation Advisory Committee with Terms Expiring March 1, 2020 E. Adopt Resolutions Reappointing Commissioners/Committee Members 1. Cemetery Advisory Committee Members 2. Planning Commissioners 3. Telecommunications Advisory Committee Members 4. Traffic Safety Advisory Committee Members 5. Urban Affairs Advisory Committee Members 6. Staff and Council Communications 7. Approve Calendar of Upcoming Events 8. Adj ourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at www cityofapplevalley.org *00 *000 *000 09000 ITEM: 2. 000 Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Informal Agenda Item Description: Discuss Mobile Food Units and Special Events (40 min.) Staff Contact: Department/ Division: Bruce Nordquist and Alex Sharpe Community Development Department ACTION REQUESTED: N/A SUMMARY: City staff is seeking feedback and discussion with the City Council on two new related trends, food trucks and special outdoor promotion. Food trucks (mobile food units) have seen increased popularity throughout the Metropolitan area for the last several years. Apple Valley currently does not have any ordinances regulating their use except by community event or special outdoor promotions. In recent years, special events have also increased in intensity and number. These events are on private property and often include live or amplified music, large crowds, and the participation of multiple businesses. The City has "special promotions" code provisions which are meant for uses such as small sidewalk sales, fireworks tents, and Christmas tree sales. This section of code was not intended to address the great complexity of these larger events. Expanded code provisions which differentiate between the smaller and larger special events will allow for an improved City response. BACKGROUND: Vivo Kitchen has approached the City with the intent of operating a mobile food unit within the City. Currently, there are not code provisions or regulations for this type of use. Vivo plans to complete construction of a 32-foot catering vehicle in March of 2017 and would like to operate the vehicle to serve food within the City. Also, the food truck will often times interact with Vivo's kitchen and so parking and daily storage will need to be addressed. The state of Minnesota has defined food trucks as "mobile food units" and has established regulations for food safety. Some cities in the metro area have established ordinances regarding mobile food units, but the number of suburban communities is limited. Staff from Community Development, Police, Fire, Public Works, Park and Recreation and the City Attorney have met to discuss the possibility of establishing a new ordinance for food trucks and special events in Apple Valley. The points below are the areas where staff is seeking City Council feedback and discussion. Mobile Food Unit Points of Discussion: • Mobile food prep, sales, and catering currently not permitted. • Mobile food units at events only or permitted as stand-alone mobile/roving food businesses? • Used to park and operate from city streets? • Limited to private property? • Frequency of use at a location? • Number of mobile food units at a location? • Hours of service? • Permitted in City parks and if yes, limitations and frequency? • Regulate permitted zoning districts: - Commercial; business events - Industrial - Institutional - High density residential - Low density residential • Parking and storage of units when not in use; outdoor parking and storage not presently allowed. • Other? The City Attorney has also emphasized the need to determine whether mobile food units would be permitted within City parks outside of special events, or if they would be permitted at sporting events etc. Another area of note is the use of the vehicles within residential zones, as residents may wish to hire a food truck for catering for events such as graduations, reunions or Night to Unite. Special Events/Promotions points of discussion: • Frequency? • Continue staff approval with City Council reviewing community events? • Events beyond allowed "Permitted in commercial zoning districts, limited to once a year, not to exceed 10 days, per business. Sidewalk sales are allowed two times a year, not to exceed 10 days each." • Amplified electronic sound regulation on/off property. • Hours of event? • Sufficient off-street parking for event if event takes available parking? • Fire code inspection of tent/shelters for every event, now requested at the time of application. • Other? Timeline Staff will use the feedback to prepare ordinance modifications for review by spring 2017. The City could then proceed into the spring, summer and fall season with a process in place as events arise. BUDGET IMPACT: N/A ATTACHMENTS: Presentation 2/24/2017 Special Events and Promotions, Temporary Signs and Food Trucks (Mobile Food Units) City Council Informal February 23,2017 A�val�ey Requested Actions Staff is seeking feedback and direction on related topics: Special Promotions/Events (Outside of City Community Events) Food Trucks (Mobile Food Units as defined by State of MN) Frequency and length of time permitted for promotions and signs and amplified APPVaIIey le sound 1 2/24/2017 Present Requirements • Special promotions/sidewalk sales (§155.358): 1. Permitted in commercial zones,one per year, not to exceed 10 days 2. Sidewalk sales allowed two times for up to 10 days Signs(§154.04(1)): 1. Banners, balloons, streamers, professional signs for grand openings, holidays,special sales/events limited to 2 times per year, not to exceed 15 days each (30 days max.) 2. No portable signs,flashing signs,temporary electronic signs Electronic sound: (§130.58)sound audible at 100 feet between 7 a.m. and 10:30 p.m. (special community events,when a permit has been issued, school,church,zoo are exempt) No fee charged by City for a permit. APPv�11eY Food trucks are not regulated correctly by current code. 2 016 Activity 95 promotion and temporary sign applications y55 just temporary signs ®30 typical special promotions; sidewalk sales, "brats" for organizations, firework sales 10 to 12 cases are examples of further attention recommended; multiple events, "community" events on private property Mattress Firm an example of not contacting the City for a permit, blow-up figures, "sail banner" signs, multiple instances (Code Enforcement issued a citation in fall, 2016). 2 2/24/2017 Special Events - Discussion Topics Frequency? Continue staff(zoning administrator)approval with City Council reviewing community events? • Amplified electronic sound regulation on/off property to be regulated differently? Hours of event? Sufficient off-street parking for event if event takes available parking? • Fire code inspection of tent/shelters for every event, now requested at the time of application. Other? xx "PPVie Examples outside the norm/ attention recommended The October 1, 2016 "Octoberfest" Shops on Galaxie,Vivo, Panino, Chamber multiple application "community event on private property" • Bogart's: bands, fundraisers, flea market (7/16 and 8/11 to 8/14) • Wings Financial, food truck events 6/1, 7/13, & 8/10. • Special promotions more than once (Kalli's Popcorn (3), JF Jeweler(3), Cartridge World (3), Wings Financial (3) • Temporary signs requested more often than twice-Great Clips (3), Highland Elementary (3) • City Liquor stores want 3 rather than 2 events for 22 rather than 15 days each for temporary signs. • Neighborhood complaints are occurring for "permitted" events on private property and "church nights" ^PP.I. 3 2/24/2017 Special Events and Promotions " :• �•�_ � .fi _ AppVelley r Special Events and Promotions PPVaIIey t � 4 Fovw od,Fun,Games,Prizes,Bounce r House,Wacky Hair&Mora! Kp rNE,�,EI. OH art` �"' i � � �,. �r• ` 2/24/2017 NOT THIS - Lunchtime Marquette Ave,Minneapolis too AppValley THIS - three single event days for employees and interested public Wings Financial,Apple Valley alleY 6 2/24/2017 NOT THIS - Lunchtime . ti y a _ ry -'- :� Valley Washington DC, Mall THIS - if a brewery comes to Apple Valley L 0 APP.e Iley 7 2/24/2017 Mobile Food Unit - Questions to consider Mobile food prep, sales, and catering currently significantly restricted. Establish a permit to allow connected to a planned event? Mobile food units at events only or permitted as stand-alone mobile/roving food businesses? Park events and operate from City streets? Limited to private property? Frequency of use at a location? ApPVeIley Mobile Food Unit - additional questions Number of mobile food units at a location? Hours of service? Permitted in City parks and if yes, limitations and frequency? (Regulated by Park and Recreation) Regulate permitted zoning districts? Commercial; business events, special promotion or event - Industrial,special promotion or event - Institutional,special promotion or event - High density residential, hired for an event - Low density residential, hired for a party Parking and storage of units when not in use; outdoor parking and storage not presently allowed. Other? APPVaHey 8 2/24/2017 'Jivo Catering RV - under construction n n r rl � - AppVeIl Requested Actions Staff is seeking feedback and direction on related topics: Special Promotions/Events (Outside of City Community Events) Food Trucks (Mobile Food Units as defined by State of MN) Frequency and length of time permitted for promotions and signs and amplified AppValey le sound 9 0000: ITEM: 4.A. :0:: Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Approve Minutes of February 9, 2017, Regular Meeting Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Approve the minutes of the regular meeting of February 9, 2017. SUMMARY: The minutes from the last regular City Council meeting are attached for your review and approval. BACKGROUND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. BUDGET IMPACT: N/A ATTACHMENTS: Minutes CITY OF APPLE VALLEY Dakota County, Minnesota February 9, 2017 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held February 9, 2017, at 7:00 o'clock p.m., at Apple Valley Municipal Center. PRESENT: Mayor Hamann-Roland; Councilmembers Bergman, Goodwin, Grendahl, and Hooppaw. ABSENT: None. City staff members present were: City Administrator Lawell, Deputy City Clerk Marschall, City Attorney Dougherty, Parks and Recreation Director Bernstein, Public Works Superintendent Blommel Johnson, Police Officer Broughten, Police Captain Francis, Assistant City Administrator Grawe, Finance Director Hedberg, City Planner Lovelace, Community Development Director Nordquist, Police Chief Rechtzigel, Public Works Director Saam, and Fire Chief Thompson. Mayor Hamann-Roland called the meeting to order at 7:00 p.m. Everyone took part in the Pledge of Allegiance to the flag led by Boy Scout Dillon Steeves from Troop 205. APPROVAL OF AGENDA MOTION: of Hooppaw, seconded by Bergman, moving consideration of item 4.J- Authorize Consulting Services with Wentz Associates, Inc., to Prepare Scope of Work for HVAC Improvements at 14200 Cedar Avenue to the regular agenda, and approving the agenda for tonight's meeting, as amended. Ayes - 5 -Nays - 0. AUDIENCE Mayor Hamann-Roland asked if anyone was present to address the Council, at this time, on any item not on this meeting's agenda. No one requested to speak. CONSENT AGENDA Mayor Hamann-Roland asked if the Council or anyone in the audience wished to pull any item from the consent agenda. There were no requests. MOTION: of Bergman, seconded by Goodwin, approving all items on the consent agenda with no exceptions. Ayes - 5 -Nays - 0. CONSENT AGENDA ITEMS MOTION: of Bergman, seconded by Goodwin, approving the minutes of the regular meeting of January 26, 2017, as written. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota February 9, 2017 Page 2 MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2017-24 accepting, with thanks, the donation of a framed photograph of the historic Southport Airport from Michael Molenda. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving issuance of a lawful gambling permit to conduct excluded bingo, by the State Gambling Control Board, to Eastview High School Senior Party, for use on April 9, 2017, and waiving any waiting period for State approval. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving issuance of a lawful gambling exempt permit, by the State Gambling Control Board, to Sons of the American Legion, Squadron 1776, for use on April 8, 2017, and July 4, 2017, at the Apple Valley American Legion, 14521 Granada Drive, and waiving any waiting period for State approval. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2017-25 approving plans and specifications for Project 2016-101, Water Meter Replacement, and authorizing advertising for receipt of bids, at 10:00 a.m., on March 23, 2017, via a posting on the City's website and Quest Construction Data Network. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2017-26 approving plans and specifications for Project 2017-102, Sanitary Lift Station 5 Replacement, and authorizing advertising for receipt of bids, at 10:30 a.m., on March 7, 2017, via a posting on the City's website and Quest Construction Data Network. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2017-27 approving plans and specifications for Project 2017-104, 2017 Street and Utility Improvements, and authorizing advertising for receipt of bids, at 10:00 a.m., on March 7, 2017, via a posting on the City's website and Quest Construction Data Network. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2017-28 approving plans and specifications for Project 2017-105, 2017 Street Improvements, and authorizing advertising for receipt of bids, at 10:30 a.m., on March 7, 2017, via a posting on the City's website and Quest Construction Data Network. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving the Agreement for Project 2017- 122, AVFAC Pool Shell Repair, with Horizon Chemical Company, Inc., d/b/a Horizon Commercial Pool Supply, in the amount of$82,795.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota February 9, 2017 Page 3 MOTION: of Bergman, seconded by Goodwin, approving the Joint Powers Agreement with Dakota County for Wetland Health Evaluation Program, through December 31, 2021, as attached to the Natural Resources Coordinator's memo, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2017-29 awarding the agreement for Project 2017-121, Mowing and Trimming Services 2017-2018, to Executive Outdoor Services, LLC, the lowest responsible bidder, in the amount of$87,300.00. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving Change Order No. 1 to the agreement with Redstone Construction, LLC, for Project 2016-104, 2016 Street and Utility Improvements, in the amount of an additional $35,920.00. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, accepting Project 2016-170, Columbaria Purchase and Installation, as complete and authorizing final payment on the agreement with Cold Spring Granite Company, in the amount of$22,560.50. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, setting a special informal City Council meeting, at 6:00 p.m., on February 23, 2017, at the Municipal Center, for the purpose of discussing and providing feedback about the City Ordinance concerning Food Trucks and Special Promotions. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving hiring the part time employees, as listed in the Personnel Report dated February 9, 2017. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, to pay the claims and bills, check registers dated January 18, 2017, in the amount of$1,020,295.68, and January 26, 2017, in the amount of$627,520.66. Ayes - 5 -Nays - 0. END OF CONSENT AGENDA 7525 147TH STREET WEST RETAIL BUILDING Mr. Lovelace reviewed the request by 7525 Cedar, LLC, for a Conditional Use Permit for a drive- thru window, a site plan/building permit authorization, and building and parking setback variances to allow for construction of a 5,511-square-foot multi-tenant building that will have a Class III restaurant (coffee shop) located on Lot 1, Block 1, Giselle's Corner, at 7525 147th Street W. The Planning Commission reviewed this item on November 2, 2016, December 7, 2016, January 4, 2017, and February 1, 2017, and voted unanimously to recommend approval. Discussion followed. CITY OF APPLE VALLEY Dakota County, Minnesota February 9, 2017 Page 4 Councilmember Bergman expressed concern about the installation of evergreen trees in this area. Mr. Sheldon Berg, of DJR Architecture, Inc., commented on the landscaping. Discussion followed. Councilmember Goodwin asked if there is sufficient parking. Discussion continued. Mr. Lovelace replied and said there will be plenty of parking. MOTION: of Grendahl, seconded by Hooppaw, adopting Resolution No. 2017-30 approving a Conditional Use Permit to allow for a drive-through window in conjunction with a Class III restaurant on Lot 1, Block 1, Giselle's Corner, with conditions as recommended by the Planning Commission. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Grendahl, adopting Resolution No. 2017-31 approving the site plan and authorizing issuance of a building permit and setback variances to allow for construction of a 5,511-square-foot building on Lot 1, Block 1, Giselle's Corner, with conditions as recommended by the Planning Commission. Ayes - 5 - Nays - 0. COMPRESHENSIVE PLAN AMENDMENT (FORMER HANSON SITE) Mr. Nordquist introduced this item and provided a history. Menard, Inc., requested an amendment to the 2030 Land Use Map of the Comprehensive Guide Plan by re-designating the south 19 acres of the East 1/2 of the Southwest 1/4 of Section 26 from "IND" (Industrial)to "C" (Commercial). The petitioner seeks authorization to submit the Comprehensive Plan amendment to the Metropolitan Council. Discussion followed. The City Attorney said if the Comprehensive Plan amendment is approved by the Metropolitan Council, a planned unit development agreement could be drafted with the City Council's terms and conditions before approving the Comprehensive Plan amendment. Discussion continued. MOTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2017-32 approving submitting to the Metropolitan Council an amendment to the 2030 Land Use Map of the Comprehensive Guide Plan changing the designation of property south 19 acres of the East 1/2 of the Southwest 1/4 of Section 26 from "IND" (Industrial) to "C" (Commercial). Ayes - 5 -Nays - 1 (Grendahl). CITY OF APPLE VALLEY Dakota County, Minnesota February 9, 2017 Page 5 2040 COMPREHENSIVE PLAN UPDATE Mr. Nordquist introduced this item and briefly reviewed the 2030 Comprehensive Plan. He then presented the Metropolitan Council's projections and the scope for the 2040 Comprehensive Plan Update. Mr.Nordquist introduced Ms. Cindy Gray, of SRF Consulting Group, Inc., the firm recommended for Economic Development and professional planning services for the 2040 Comprehensive Plan Update in the amount of$99,629.00. Mr. Bernstein reviewed the Parks and Recreation portion of the Comprehensive Plan Update and recommended Confluence as their consultant, in the amount of$26,500.00. Mr. Saam reviewed the Public Works portions of the Update and recommended SRF Consulting Group, Inc., for Transportation Planning in the amount of$31,203.00; Advanced Engineering & Environmental Services (AES2) for Wastewater/Water Supply in the amount of$110,000.00; and Barr Engineering for Surface Water Planning in the amount of$178,900.00. Councilmember Goodwin said he does not agree that state law requires cities to project what will happen in 2040 in 2018, especially with commercial and housing developments. Councilmember Grendahl asked about the cost of this Plan in comparison to the last Plan update. Mayor Hamann-Roland said this Plan is different than prior Comprehensive Plan Updates. The City has additional work plans that have been done in the past,but they were not aggregated in one presentation. Discussion followed. Councilmember Bergman asked how other cities budget for a Comprehensive Plan Update and asked staff to research. Discussion continued. MOTION: of Goodwin, seconded by Bergman, authorizing consulting services in preparing the 2040 Comprehensive Plan Update mandated by the State of Minnesota, in the amount of$446,232.00. Ayes -4 -Nays - 1 (Grendahl). APPOINT PLANNING COMMISSIONER Mr. Grawe reviewed City Clerk Gackstetter's memo listing the applicants for the Planning Commission vacancy. CITY OF APPLE VALLEY Dakota County, Minnesota February 9, 2017 Page 6 The Mayor called for nominations for the vacancy. Councilmember Grendahl nominated David Cherner, Jodi Kurtz, David McKenzie, and Garrett Zaffke. There being no further nominations, the Mayor declared the nominations closed. MOTION: of Grendahl, seconded by Hooppaw, accepting the four nominations for Planning Commission. Ayes - 5 -Nays - 0. The Deputy City Clerk prepared ballots and the City Attorney distributed them to the Council who were asked to each select three names from the four nominees. After selections were made, they were tallied and the City Attorney announced that three names remained. The Deputy City Clerk prepared ballots and the City Attorney distributed them to the Council who were asked to each select two names. After selections were made, they were tallied and the City Attorney announced that the two names remained. The Deputy City Clerk prepared ballots and the City Attorney distributed them to the Council who were asked to each select one name. After selections were made, they were tallied and the City Attorney announced that Jodi Kurtz received the majority of votes. MOTION: of Hooppaw, seconded by Goodwin, adopting Resolution No. 2017-33 appointing Jodi Kurtz to the Planning Commission for a term expiring March 1, 2017. Ayes - 5 -Nays - 0. Mayor Hamann-Roland thanked all the applicants who applied and expressed interest in the position. APPOINT TELECOMMUNICATIONS ADVISORY COMMITTEE MEMBERS Mr. Grawe reviewed the City Clerk Gackstetter's memo listing the applicants for the Telecommunications Advisory Committee. There are two vacancies, one with a term expiring March 1, 2017, and one with a term expiring March 1, 2018. The Mayor called for nominations for the vacancies. Councilmember Grendahl nominated David Cherner, Mark Moore, and Richard Wolterman. There being no further nominations, the Mayor declared the nominations closed. MOTION: of Grendahl, seconded by Bergman, accepting the three nominations for the Telecommunications Advisory Committee. Ayes - 5 -Nays - 0. The Deputy City Clerk prepared ballots for the vacancy with a term expiring March 1, 2017, and the City Attorney distributed them to the Council who were asked to each select two names from the three nominees. After selections were made, they were tallied and the City Attorney announced that the two names remained. CITY OF APPLE VALLEY Dakota County, Minnesota February 9, 2017 Page 7 The Deputy City Clerk prepared ballots and the City Attorney distributed them to the Council who were asked to each select one name. After selections were made, they were tallied and the City Attorney announced that David Cherner received the majority of votes. MOTION: of Grendahl, seconded by Bergman, adopting Resolution No. 2017-34 appointing David Cherner to the Telecommunications Advisory Committee for a term expiring March 1, 2017. Ayes - 5 -Nays - 0. The City Attorney said Mark Moore and Richard Wolterman are the two remaining candidates for the Telecommunications Advisory Committee. The Deputy City Clerk prepared ballots for the vacancy with a term expiring March 1, 2018, and the City Attorney distributed them to the Council who were asked to each select one name. After selections were made, they were tallied and the City Attorney announced that Mark Moore received the majority of votes. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2017-34 appointing Mark Moore to the Telecommunications Advisory Committee for a term expiring March 1, 2018. Ayes - 5 -Nays - 0. Mayor Hamann-Roland thanked all the applicants who applied and expressed interest in the position. APPOINT URBAN AFFAIRS ADVISORY COMMITTEE MEMBER Mr. Grawe reviewed City Clerk Gackstetter's memo listing the applicants for the Urban Affairs Advisory Committee vacancy. The Mayor called for nominations for the vacancy. Councilmember Grendahl nominated Jeremy Hensche and John Vegter. There being no further nominations, the Mayor declared the nominations closed. MOTION: of Grendahl, seconded by Hooppaw, accepting the two nominations for the Urban Affairs Advisory Committee. Ayes - 5 -Nays - 0. The Deputy City Clerk prepared ballots and the City Attorney distributed them to the Council who were asked to each select one name from the two nominees. After selections were made, they were tallied and the City Attorney announced that John Vegter received the majority of votes. MOTION: of Grendahl, seconded by Hooppaw, adopting Resolution No. 2017-35 appointing John Vegter to the Urban Affairs Advisory Committee for a term expiring March 1, 2017. Ayes - 5 -Nays - 0. Mayor Hamann-Roland thanked all the applicants who applied and expressed interest in the position. CITY OF APPLE VALLEY Dakota County, Minnesota February 9, 2017 Page 8 CONSULTING SERVICES FOR HVAC IMPROVEMENTS AT 14200 CEDAR AVENUE Mr. Nordquist introduced this item and provided a brief history. Staff identified the need to update the HVAC heating and cooling systems at the old City Hall facility located at 14200 Cedar Avenue. Wentz Associates, Inc., proposes to provide the mechanical and electrical Design and Bid Phase services in the amount of$20,300.00; and the Construction Administration Phase services in the amount of$10,600.00. Councilmember Grendahl commented that this item was discussed at the informal meeting earlier in the evening and one councilmember is undecided how much money should be spent on the building. She suggested moving forward with the Design and Bid Phase and making a decision after the bids are received. MOTION: of Grendahl, seconded by Bergman, authorizing consulting services with Wentz Associates, for mechanical and electrical Design and Bid Phase services in the amount of$20,300.00. Ayes - 5 -Nays - 0. CALENDAR OF UPCOMING EVENTS MOTION: of Grendahl, seconded by Hooppaw, approving the calendar of upcoming events as included in the Deputy City Clerk's memo dated February 9, 2017, and noting that each event listed is hereby deemed a Special Meeting of the City Council. Ayes - 5 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, to adjourn. Ayes - 5 -Nays - 0. The meeting was adjourned at 8:45 o'clock p.m. Respectfully Submitted, /s/ Stephanie Marschall Stephanie Marschall, Deputy City Clerk Approved by the Apple Valley City Council on Mary Hamann-Roland, Mayor 0000: ITEM: 4.13. :0:: Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Approve Change of General Manager in Connection with Club On-Sale Liquor Licenses at Apple Valley American Legion, Post 1776, 14521 Granada Drive Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Approve the change in manager for Apple Valley American Legion, Post 1776, in connection with the On-Sale Club License and Special License for Sunday Liquor Sales, at 14521 Granada Drive, naming Linsey Love Green as General Manager. SUMMARY: Apple Valley American Legion, Post 1776, has filed an application for change in manager required in connection with its On-Sale Club License and Special License for Sunday Liquor Sales at 14521 Granada Drive, naming Linsey Love Green as General Manager. The application is on file, should you wish to review it. A personal information form has been filed and the Police Department has conducted the necessary background investigation indicating nothing to preclude the Club from continuing to hold its license. BACKGROUND: City Code Section 111.34 provides for City Council approval of such changes. BUDGET IMPACT: N/A 0000: ITEM: 4.C. :0:: Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Approve Fischer Sand &Aggregate, LLP, Commercial Extraction Permit for 2017 Staff Contact: Department/ Division: Thomas Lovelace, City Planner Community Development Department Applicant: Project Number: Fischer Sand &Aggregate, LLP 3354 Applicant Date: 2/2/2017 60 Days: 11120 Days: ACTION REQUESTED: A motion approving the Fischer Sand & Aggregate, LLP, annual excavating permit for 2017, subject to adhering to all applicable City ordinances and approved conditional use permits. SUMMARY: For your consideration is an application for an annual excavation permit for commercial sand and gravel mining operations by Fischer Sand &Aggregate, LLP, for calendar year 2017. The applicant is requesting approval of their permit so that they may continue to mine and process material at their Apple Valley location. Mining and processing will occur in their "Central Operations Area" on property generally located west of Pilot Knob Road, south of County Road No. 42, east of Flagstaff Avenue, and north of County Road No. 46. The attached 2017 Mining Map identifies more specifically the areas within "Central Operations Area" where they will be mining this year. It includes areas east of the Great River Energy electrical substation and north of the Regatta residential development. Other than establishing the new mining areas within the operations area, no changes to their current operations are being proposed with this application. Therefore, it is expected that any mining, stockpiling, dust and noise control, processing of material, and restoration of the disturbed areas will comply with all conditions and plans set forth in the approved Fischer Sand & Aggregate mining conditional use permit (C.U.P.) and all other applicable codes and ordinances. The standard hours for operations less than 3,600 feet to residential neighborhoods are 6:30 a.m. to 5:30 p.m., Monday - Friday. For operations that are greater than 3,600 feet to residential neighborhoods, the hours are 6:00 a.m. to 6:00 p.m., Monday — Saturday. Both sites are located closer than 3,600 feet to residential properties; therefore, they will be subject standard operating hours of 6:30 a.m. to 5:30 p.m., Monday — Friday. Current access is via Johnny Cake Ridge Road and CSAH 42. This is a controlled intersection. All material removed from the operations area will continue to be transported from this intersection. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Background Material Map Map APPLICATION FOR COMMERCIAL EXTRACTION PERMIT CITY OF APPLE VALLEY 7100 1471" Street West Apple Valley, MN 55124 Phone: (952)953-2500 Directions: This form must be filled out with typewriter or by printing in ink. If the application is by a natural person by such person; if by a corporation, by an nicer thereof- if by a partnership, buy one of the partners; if by an unincorporated association, by the manager or managing officer thereof. Where additional space is needed,please attach information. I. Name of applicant(name of individual, partnership,corporation,or associ ion): -Rscl em ! WD Ir1M111Jq pp�gaD[ 2. Business name: 14"�KE�j ^^ //�� J Business address: tgOCID l'kL�E 166 PhoneASZ—+32--4%3Z. 3. Mailing address(if different): a'J wc IF BUSINESS IS TO BE CONDUCTED UNDER A DESIGNATION,NAME OR STYLE OTHER THAN FULL INDIVIDUAL NAME OF THE APPLICANT,ATTACH A COY OF THE TRADE NAME CERTIFICATE,AS REQUIRED BY CHAPTER 333, MINNESOTA STATUTES, SECRETARY OF STATE'S OFFICE. 4. Minnesota tax identification number of business: 5. Type of applicant: Natural Person (Individual) Partnership Corporation Association or other 6, Legal description and address of premises: IyC Lt 7. Name of property owner: Address: —C1-NW Phone: I 8. Estimated time required to complete work: I 9. Amount of material to be moved on the site and/or amount to be removed from the site: 10. Highways and/or streets along which material is to be transported: 11. Describe method and schedule for restoration and measures to control erosion during and after excavation: 12: Provide the following information related to worker's compensation insurance,or certify the precise reason your business is excluded from compliance with the insurance coverage requirement for worker's compensation. Insurance Company Name(NOT the agent): Z IxRIC44 Policy Number or Self-Insurance Permit Number: Dates of Coverage: 12--B,1- Ito -% (2. 31 - 11- (or) I am not required to have workers' compensation liability coverage because: ( ) I have no employees covered by the law. ( ) Other(Specify) 13. Attach a map or plat of proposed pit or excavation showing stages or limits thereof,together with existing and proposed finished elevations based on sea level readings. 14. For commercial mining of minerals(sand and gravel excavation),submit the additional information as required by City Code Section 6-22(7): a. Landscape pian. b. Location and surface of access roads. C. Method of controlling dust. d. Method of controlling access to open excavation. e. Method of maintaining security on premises. f. Restoration grading plan. 15. 1 hereby acknowledge that this information is correct and that I agree to conform to the City of Apple Valley's Code of Ordinances and State Law regarding this extraction. The information requested on this form will be used by the City of Apple Valley in the issuance of your license or processing of your renewal application. The information that you supply on this form will become public information when received by the City of Apple Valley. Under Minnesota law(M.S.270.72)the City may be required to provide tax identification number and social security number of each applicant to the Minnesota Commissioner of Revenue. Date: Zl Z l 1+ Signature: rr - Printed Name: I A2A pC +fps tm Title: Initial Application Fee $ 3,895.00 Escrow Deposits 10,824.00 Annual Fee 10,388.00 FOR CITY USE ONLY: Date Fee Paid: Amount Paid: Conditional Use Permit: Receipt No.: oc 10 .3 Date Council Approved: Date: Permit No. i ;`1D 368 ov „za d7 g . a - /7 111y !OP." fMw - '9" e e 2017 ~ MINING 'r AREA g ! lo .. .:; 2017 i MINING !' I AREA 4si� : is AN • • �f'»v� Lw 1I1lzO • 2017 MINING MAP W r COVNYY J (' FUTURE FUTURE TRANSITIONAL z ..I TRANSITIONAL MINING AREA ? '1— °! Z �fl I MINING AREA � _ 201> > . _ txavrtue MINING o Z AREA I� FUTURE TURE TRANSITIONAL I'{ I - A2 MINING AREA FUTURE - POND l S - 1 ! Is9»E'STr jL- •-..A - ' - J1't�f '�� wFaoTaVFGFe — II_ T.BERM - 2017 �« �.� MINNG AREA IN :n f ISSTH tl, r - - _ .._ - ___ 155 TH STREET ° 1-017 MINING AREA I — I I L II b FUTURE TRANSITIONAL MINING z>OZy yl I i _ 0000: ITEM: 4.D. :0:: Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Approve Letter of Support for Velvet Tones Award Application Staff Contact: Department/ Division: Matt Saam, Public Works Director Administration/ Information Technologies ACTION REQUESTED: Approve letter of support for Velvet Tones award application. SUMMARY: The Velvet Tones are an Apple-Valley based choral arts group. The Apple Valley Arts Foundation is nominating the Velvet Tones for the Metropolitan Regional Arts Council (MRAC) Arts Achievement Award and the City has been asked to write a letter of support for the award nomination. BACKGROUND: The Velvet Tones have been a part of the Apple Valley community for 20 years and have performed at many City festivals, such as Mid-Winter Fest. The attached letter of support has been prepared on behalf of the Council for the Mayor's signature. BUDGET IMPACT: N/A ATTACHMENTS: Background Material Mary Hamann-Roland Mayor February 23, 2017 Dear MRAC Board of Directors: I am writing on behalf of the Apple Valley City Council to express the Council's support for the Velvet Tones' application for the Metropolitan Regional Arts Council MRAC Arts Achievement Award. The Velvet Tones have been an active part of the Apple Valley community for the past 20 years. Apple Valley is a community for a lifetime and our objective is to provide high quality of living opportunities for all ages. Apple Valley has a strong tradition of fostering the arts as a part of a high quality of life. The Velvet Tones play a critical role in this mission by providing the opportunity for seniors to participate in music and to share their talents with peers who may not have the ability or means to attend traditional venues. The Velvet Tones take their music to residences for about 30 concerts each year, serving an audience of around 4,000 annually. In addition to bringing the experience of the arts to our senior population, the Velvet Tones also serve as mentors to the younger generations,performing at City festivals and school events. The importance of this outreach is two-fold. First, including artists like the Velvet Tones in our local festivals and school events reinforces the concept that arts are an important part of the Apple Valley community and how we gather and celebrate together. Second, forming a relationship with the school age generation reinforces the concept that the arts are a valued part of community life for all ages. The Velvet Tones play an important role in sharing the arts in Apple Valley and I hope that you will give them sincere consideration for the Arts Achievement Award. Sincerely, CITY OF APPLE VALLEY Mary Hamann-Roland, Mayor *00 *000 *000 09000 ITEM: 4.E. 000 Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Adopt Resolution Approving Changes to Public Works Department Policy Manual Staff Contact: Department/ Division: Matt Saam, Public Works Director Public Works Department ACTION REQUESTED: Adopt a resolution approving changes to the Public Works Department Policy Manual by adding Section 1.10 Street Improvement Project Items. SUMMARY: At the previous two Informal Council meetings, topics were reviewed that related to the City's Street Improvement Project Program. Specifically, these were: 1. Installation of Sidewalk/Trail in Existing Neighborhoods 2. Private Property Items in the Public Right-of-Way Based on the discussion at the Informal meetings, staff is now bringing forward a proposed new section to the City's Public Works Policy Manual. The section lists the following guidelines for each of the above topics: Installation of Sidewalk/Trail in Existing Neighborhoods Staff will consider the following factors when determining if sidewalk or trail should be added as part of a street project. New sidewalk or trail will not be added unless any of the following questions can be answered in the affirmative. • Is there an existing sidewalk/trail with missing links or gaps? • Is there a missing sidewalk/trail connection to existing area amenities, such as parks, schools, transit, etc.? • Is there a missing connection to a nearby existing sidewalk/trail system? In areas where additional sidewalk/trail installations are deemed necessary, the installation of sidewalk/trail on only one side of the street may be allowed. Private Property Items in the Public Ri t-of-Way Street improvement projects often require construction work to occur within the public right- of-way area behind the concrete curb or outside of the paved street section. This area is typically referred to as the boulevard. Adjacent property owners along the street frequently have installed privately owned items within the boulevard area. Some examples of privately owned items within the boulevard include: • Irrigation and sprinkler systems. • Bushes and landscape plantings. • Decorative fences. • Underground dog fences. The City will not be responsible for the cost to remove/reinstall privately owned items that are encountered within the right-of-way as part of a street improvement project. City staff will send notice to property owners ahead of the project time frame, requesting the property owner remove any privately-owned items within the construction zone of the public right-of- way. BACKGROUND: N/A BUDGET IMPACT: Item 1: The addition of sidewalks or trails would increase the cost of future projects. Item 2: The approval of this item will result in a cost savings to the City. Over the past three years, an average of$20,000 annually has been spent on private property items in the right- of-way related to street improvement projects. ATTACHMENTS: Resolution Exhibit CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION APPROVING CHANGES TO THE PUBLIC WORKS DEPARTMENT POLICY MANUAL, BY ADDING SECTION 1.10 STREET IMPROVEMENT PROJECT ITEMS WHEREAS, the League of Minnesota Cities encourages municipalities to develop written policies to guide practices and procedures for certain public works services; and WHEREAS, the Public Works Department has consolidated current public works related policies into a Public Works Department Policy Manual; and WHEREAS, City staff has previously discussed these Street Project Items with the City Council at Informal Council Meetings. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: 1. Section 1.10 Street Improvement Project Items Policy is hereby adopted by the City Council and shall be incorporated into the Public Works Department Policy Manual on file in the office of the Public Works Director. ADOPTED this 23rd day of February, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, Clerk SECTION 1 —STREET DIVISION Public Works Department Policies City of Apple Valley 1.10 STREET IMPROVEMENT PROJECT ITEMS A. PURPOSE This policy establishes a framework for the management of certain items related to a Street Improvement Project within the City of Apple Valley. Specifically, the policy provides standards for the installation of new sidewalk or trail as part of a project. The policy also provides guidance for how the City will handle the presence of privately-owned items encountered within the public right-of-way as part of a project. B. NEW SIDEWALK OR TRAIL INSTALLATIONS Each year as existing neighborhood areas are evaluated for possible street improvements, City staff will also evaluate the need for additional sidewalk or trail installations within the project area. Factors that staff will consider include: Is there an existing sidewalk/trail with missing links or gaps? Is there a missing sidewalk/trail connection to existing area amenities such as parks, schools, transit, etc.? Is there a missing connection to a nearby existing sidewalk/trail system? In areas where additional sidewalk/trail installations are deemed necessary, the installation of sidewalk/trail on only one side of the street may be allowed. C. PRIVATE ITEMS IN THE PUBLIC RIGHT-OF-WAY Street Improvement Projects often require construction work to occur within the public right-of-way area behind the concrete curb or outside of the paved street section. This area is typically referred to as the boulevard. Adjacent property owners along the street frequently have installed privately owned items within the boulevard area. Some examples of privately owned items within the boulevard include: Irrigation or sprinkler systems Bushes and landscape plantings Decorative fences Underground dog fences The City will not be responsible for the cost to remove/reinstall privately owned items that are encountered within the right-of-way as part of a Street Improvement Project. City staff will send notice to property owners ahead of the project timeframe, requesting that the Section 1.10: Page 1 SECTION 1 —STREET DIVISION Public Works Department Policies City of Apple Valley property owner remove any privately-owned items within the construction zone of the public right-of-way. Approved by City Council February 23, 2017, Resolution 2017- Section 1.10: Page 2 0000: ITEM: 4.F. :0:: Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Approve Release of Financial Guarantee Staff Contact: Department/ Division: Joan Murphy, Department Assistant Community Development Department ACTION REQUESTED: Approve release of financial guarantees. SUMMARY: The City holds numerous financial guarantees to ensure the installation of certain improvements in new developments, as well as to assure protection of natural resources. Staff review of the status of this development indicates that the following action is in order: 1. Hunter Forrest LOC #11006566 (PC13-37-ZS) Original Deposit on 5/27/14 $61,510.00 Reduced 2/26/15 to $20,000.00 Reduce now to $ 0 BACKGROUND: N/A BUDGET IMPACT: N/A 0000: ITEM: 4.G. :0:: Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Delegard Apple Villa Apartments, Lot 1, Block 1,Apple Villa Second Addition (7800 to 7822 Whitney Drive) (Removed from agenda) Staff Contact: Department/ Division: Kathy Bodmer,AICP, Planner Community Development Department Applicant: Project Number: Delegard Apple Villa Properties LLC PC16-18-CZB Applicant Date: 60 Days: 120 Days: ACTION REQUESTED: 1. Adopt resolution approving Planned Development agreement and associated agreements and authorize Mayor and City Clerk to sign the same. 2. Adopt resolution approving Site Plan/Building Permit Authorization for 28-unit apartment building. SUMMARY: Delegard Apple Villa Properties LLC submitted an application for a comprehensive plan amendment, rezoning, planned development agreement, site plan review/building permit authorization and final plat to construct a new 28-unit apartment building on the existing apartment property located at 7800 to 7822 Whitney Drive. The property currently has three apartment buildings with 16 units each for a total of 48 units on the site. The addition of a 28-unit building would bring the total number of apartment units on the property to 72. At its meeting of December 22, 2016, the City Council approved a comprehensive plan amendment from "MD" (Medium Density Residential, 6 to 12 units/acre) to "HD" (High Density Residential, 12+ units/acre), a rezoning from "M-7C" (Multiple family residential, 12 to 20 units/acre) to "PD" (Planned Development) and the final plat of Apple Villa Second Addition. The two remaining land use actions would be consideration of the Planned Development Agreement and Site Plan Review/Building Permit Authorization. Planned Development Agreement: One of the conditions of approval of the ordinance rezoning the property to "PD" (Planned Development) was execution of a planned development agreement. The Planned Development Agreement memorializes the specific development standards approved in accordance with the adopted PD-1025 ordinance. Conditions are established to ensure the development will comply with all of the conditions of the approved development plans. The subdivision financial guarantee and park dedication are also specified. In addition to the Planned Development Agreement, the property owners have also executed a Storm Water Infiltration Basin Installation and Maintenance Agreement for the above-ground storm water retention area and a covenant for the perpetual maintenance of the underground stormwater structure. Site Plan/Building Permit Authorization: The site plan shows that the two existing detached garage buildings in the center of the site will be removed to construct the 3-story 28-unit apartment building. The two existing access points from Whitney Drive would remain in their current location. Access to the new apartment's underground garage would be taken from the east side of the building. In accordance with the building permit authorization, the existing building exteriors will be renovated and painted to match the new building. Screening is shown along the west property line to soften the view of the new development from the residential properties to the west. BACKGROUND: The Planning Commission voted unanimously to recommend approval of the project at their meeting of July 6, 2016. The City Council approved the comprehensive plan amendment, rezoning and final plat of Apple Villa Second Addition at its meeting of December 22, 2016. BUDGET IMPACT: N/A ATTACHMENTS: Resolution Agreement Agreement Agreement Resolution Background Material Map Plan Set CITY OF APPLE VALLEY RESOLUTION NO. 2017- PLANNED DEVELOPMENT AGREEMENT APPROVAL APPLE VILLA SECOND ADDITION WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances to control land uses throughout the City; and WHEREAS,pursuant to Chapters 155 of the City Code, the City Planning Commission held a public hearing on an application for Comprehensive Plan Land Use Map re-designation, rezoning and zoning amendments on May 18, 2016; and WHEREAS, the City Planning Commission recommended its approval of the Comprehensive Plan Land Use map re-designation, rezoning and zoning amendments on July 6, 2016; and WHEREAS, the City Council approved the Comprehensive Plan Land Use Map re- designation from "MD" (Medium Density Residential, 6-12 units/acre) to "HD" (High Density Residential, 12+units/acre), the rezoning from "M-7C" (Multiple Family Residential, 12-20 units/acre) to "PD" (Planned Development), and the final plat of APPLE VILLA SECOND ADDITION on December 22, 2016; and WHEREAS,pursuant to Chapter 155 of the City Code, the Planned Development Agreement between the applicant and the City detailing the conditions of approval of the amendments to Planned Development No. 1025 for the Apple Villa Second Addition development has been prepared. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the Planned Development Agreement for the following described plat of land is hereby approved and the Mayor and City Clerk are authorized to sign the same, to wit: APPLE VILLA SECOND ADDITION ADOPTED this 23rd day of February, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE As Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on February 23, 2017 dated this day of Pamela J. Gackstetter, City Clerk PLANNED DEVELOPMENT AGREEMENT APPLE VILLA 2"ADDITION THIS PLANNED DEVELOPMENT AGREEMENT ("Agreement") is made by and between the City of Apple Valley, a Minnesota municipal corporation, (hereinafter the "City") and Delegard Apple Villa Properties, LLC, a Minnesota limited liability limited company (hereinafter the "Owner"). WHEREAS, the Owner is the fee title holder of real property in Dakota County, Minnesota, legally described as follows: Lot 1, Block 1, Apple Villa 2nd Addition (the "Property"), which is governed by this Agreement; and WHEREAS, the Owner and the City desire to provide for development of the Property in accordance with Planned Development Ordinance Designation No. 1025; and WHEREAS, the parties hereby acknowledge that this Agreement, the attached exhibits (Exhibits "A" and "B") and the additional plans and specifications submitted by Owner and approved by the City constitute the Planned Development Agreement for the Property; NOW, THEREFORE, it is hereby agreed by and between the parties as follows: 1. This Agreement applies to the development and use of the Property. 2. The Owner agrees that its development and use of the Property shall, in all material respects, comply with Planned Development Ordinance No. 1025 and the following Exhibits attached hereto and incorporated herein: Exhibit "A" Conditions of Final Plat Approval set forth in City of Apple Valley Resolution No. 2016-243. Exhibit "B" Conditions of Building Permit Authorization set forth in City of Apple Valley Resolution No. 2017- The Owner further agrees that its development and use of the Property shall comply with all plans and specifications submitted by the Owner and approved by the City (the "Plans"), which are incorporated herein by reference. All of the Plans are available for inspection in full-size format at the Apple Valley Municipal Center. Minor deviations from the Plans may be accepted by the City provided that the Community Development Director makes a written determination that the revisions are in general conformance with the Plans. 3. Subject to the provisions hereunder, the Developer shall grade the Property and install improvements within the Property, in accordance with and under the following conditions: A. To complete all improvements in conformance with the plans and specifications submitted by the Developer and approved by the City, which shall become part of this Development Agreement upon approval by the City. B. To install all utilities underground in the Property in accordance with the utility plans approved by the City, specifically including electrical, telephone, cable television and gas services. The Developer hereby represent that all utility services will be available for a building prior to occupancy. C. To install and maintain the stormwater infiltration system and to execute and record the Declaration of Covenants Regarding Underground Stormwater Infiltration Agreement in the form attached hereto as Exhibit "C" and incorporated herein which Agreement shall be recorded by Developer prior to issue of a building permit on the Property. D. To install and maintain a storm water pond and infiltration basin according to the Storm Water Pond and Infiltration Basin Construction and Maintenance Agreement attached hereto as Exhibit "D" and incorporated herein. E. To grade the Property in accordance with the grading and erosion control plans approved by the City. The Developer shall also submit a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. F. To install a protective box and cover over each sewer cleanout and water shutoff, in accordance with plans approved by the City. G. To comply with all requirements of the Natural Resources management regulations as set forth in Chapter 152 of the Apple Valley City Code prior to, during and after the development of the Property. The Developer further agrees to submit to the City for its approval, a Natural Resources Management Plan prior to any construction or land- disturbing activity on the Property. The Developer shall implement and comply with all terms and conditions of the approved Plan prior to and during any construction or land- disturbing activity, including, but not limited to, maintaining the performance security required in Chapter 152 of the Apple Valley City Code. F. To install erosion control measures in accordance with the Natural Resources Management Plan approved by the City. The Developer shall pay the City a fee as required by Section 152.15 of the City Code and calculated by the City to offset the cost 2 of inspections to ensure compliance with the Plan. Payment shall be made at or prior to the issuance of a Natural Resources Management Permit and building permit(s). G. The Developer shall repair any and all damage to City streets, curbs, gutters, utilities and other municipal improvements caused by or resulting from the development of the Property, at the Developer's sole cost and expense. H. The Developer shall comply with the landscape plans approved by the City (including sodded/seeded public boulevard area up to each street curb line); subject to (i) submission of a detailed landscape planting price list for verification of the City's 2-1/2% landscaping requirement at the time of building permit application, and (ii) all plantings counted toward satisfaction of the City's 2-1/2% landscaping requirement shall be located outside of the City's right-of-way. Landscape materials may include plant materials, underground irrigation systems, public art, fountains, decorative paving, and other outdoor common area elements that create an enhanced sense of place and foster positive social interactions. L The Developer shall submit a site lighting plan to the City for its approval, at the time of building permit application. Any site lighting shall consist of downcast, shoebox lighting fixtures or wall packs with deflector shields which confine the light to the property. The lighting plan shall be reviewed and approved by the City Planner prior to issuance of the building permit. J. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 5:00 p.m. on Saturday. Construction shall not be performed on Sundays or federal holidays. There shall be no deviation from the foregoing hours of construction without prior written approval by the City Engineer. K. The Developer agrees to attend a meeting with representatives of the City, which meeting requires the attendance of all contractors and subcontractors, prior to commencement of any improvements. L. The Developer will not bury any pipe nor install bituminous surface nor pour concrete without the specific approval of the City Inspector, which approval shall not be unreasonably withheld, conditioned or delayed and shall be made by applying City standards uniformly and consistently applied in other City projects, prior to the work being performed. M. Issuance of a Building Permit and issuance of a final certificate of occupancy are contingent upon the project being constructed in conformance with all of the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the Property and complete the 3 required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. N. The ongoing use and occupancy of the Property is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding paragraph. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. O. Any material violation of the terms of this Agreement and in particular this section, shall allow the City (i) to stop and enjoin all construction on the Property until authorization to proceed is given by the City and (ii) to exercise any other remedies available under this Agreement. The exercise of any remedy shall not preclude the exercise of any other remedies available to the City. The Developer agrees to hold the City harmless from any damages, causes of action, or claims related to the construction being stopped by the City. 4. To deliver and to keep in existence with the City letters of credit or cash escrows in the aggregate amount of One Twenty Five Thousand and No/100 Dollars ($125,000.00) to secure the performance and payment of the obligations under this Agreement to the satisfaction of the City. Each letter of credit must contain a provision that it is automatically renewable for successive one-year periods unless at least thirty (30) days prior to its expiration the issuer delivers written notice to the City of its intention to not renew the letter of credit Following receipt of notice of non-renewal, the City may at any time thereafter, present the letter to the issuer and draw in cash the remaining principal obligation under the letter of credit. 5. No occupancy of any building on the Property shall occur until water, sanitary sewer, and a paved surface are available for use to that building. 6. The parties mutually recognize and agree that park dedication requirements for the Property shall be satisfied by a cash payment of Eighty-eight Thousand Nine Hundred Eleven and No/100 Dollars ($88,911.00). This amount is due and payable prior to the issuance of the building permit. 7. Notices, demands or other communications under this Agreement by either party to the other shall be sufficient and deemed delivered if dispatched by registered or certified mail, postage prepaid, and addressed to the party and its attorney(s) at the addresses listed below. Either party may designate another address or attorney(s) for receipt of notice under this paragraph by designating such change in writing, and forwarding such writing to the other party as provided in this paragraph. 4 Notices to the City shall be mailed to: Notices to the Owner shall be mailed to: City of Apple Valley Delegard Apple Villa Properties 7100 147th Street West 205 E. 78th Street Apple Valley, MN 55124 Bloomington, MN 55420 Attn: City Administrator Attn: Curt Delegard With copy to: With copy to: Dougherty, Molenda, Solfest, Hills &Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, Minnesota 55124 Attn: Mike Dougherty 8. This Agreement may be amended from time to time as the parties may agree. Any such amendment must be in writing and signed by both parties. Furthermore, the development plans may be amended upon application by the Owner and approval of the City, pursuant to Apple Valley City Code. Amendments to the development plans, once approved, shall become Exhibits hereto and shall be fully binding upon the parties as if fully set forth herein. 9. This Agreement shall be binding upon and inure to the benefit of the parties and their respective successors and assigns. 10. This Agreement shall run with the Property and shall be recorded in the Office of the Dakota County Recorder or Registrar of Titles. 11. This Agreement shall be governed by and construed under the laws of the State of Minnesota. 12. Should any provision of this Agreement be held to be void, invalid, unenforceable or illegal by a court, the validity and the enforceability of the other provisions shall not be affected thereby. Failure of either party to enforce any such provision shall not act as a waiver by the non-defaulting party. [signature pages follow] 5 IN WITNESS WHEREOF, the parties have executed this Agreement to be effective as of the day of , 2017. CITY OF APPLE VALLEY By: Mary Hamann-Roland Its: Mayor By: Pamela J. Gackstetter Its: City Clerk OWNER: Delegard Apple Villa Properties, LLC, a Minnesota limited liability limited company By: Curt Delegard Its: Manager STATE OF MINNESOTA ) ss. COUNTY OF DAKOTA ) On this _ day of , 2017, before me a Notary Public within and for said County, personally appeared Mary Hamann-Roland and Pamela J. Gackstetter to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Apple Valley, the municipality named in the foregoing instrument, and that the seal affixed on behalf of said municipality by authority of its City Council, and said Mayor and Clerk acknowledged said instrument to be the free act and deed of said municipality. Notary Public 6 STATE OF MINNESOTA ) ) ss. COUNTY OF ) On this day of , 2017, before me a Notary Public within and for said County, personally appeared Curt Delegard to me personally known, who being by me duly sworn, did say that he is the Manager of Delegard Apple Villa Properties, LLC, a Minnesota limited liability company, on behalf of the company. Notary Public This instrument was drafted by: Dougherty, Molenda, Solfest, Hills &Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, Minnesota 55124 (952) 432-3136 MGD/PV/lmd(66-37999) 7 EXHIBIT A CITY OF APPLE VALLEY RESOLUTION NO. 2016-243 FINAL PLAT APPROVAL AND WAIVER OF DEVELOPMENT AGREEMENT APPLE VILLA SECOND ADDITION WHEREAS,pursuant to Minnesota Statutes 462.358, the City of Apple Valley adopted, as Chapter 153 of the City Code, regulations to control the subdivision and platting of land within its borders; and WHEREAS,application has been made to the City to approve a final plat which serves to plat platted lots with a metes and bounds described property into a single parcel; and WHEREAS,pursuant to Section 153.34 of the Apple Valley Code of Ordinances, provision is made to approve a plat without benefit of a public hearing, provided the plat does not create additional lots or new streets and is not defined as a subdivision pursuant to Minnesota Statutes 462.352; and WHEREAS,pursuant to Chapter 153 of the City Code, a development agreement between the applicant and the City detailing the installation of the required improvements in the subdivision and the method of payment therefor is not required, since all of the necessary municipal improvements have been previously installed. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the final plat for the following described plat of land are hereby approved and the Mayor and City Cleric are authorized to sign the same, to wit; APPLE VILLA SECOND ADDITION BE IT FURTHER RESOLVED, as a condition of this plat approval, the property owner shall execute an Infiltration Structure Construction and Maintenance Agreement. BE IT FURTHER RESOLVED,as a condition of this plat approval,the property owner shall dedicate an access restriction easement limiting the number of driveways off of Whitney Drive to two. BE IT FURTHER RESOLVED,prior to issuance of any building permit,the owner/developer shall execute and record a Planned Development Agreement. BE IT FURTHER RESOLVED, pursuant to Chapter 153 of the City Code, that said plat shall be filed with the Dakota County Recorder within sixty(64)days of the certified release from the City offices or such approval shall be null and void. ADOPTED this 22nd day of December, 2016. Mary am -R and, ayor 1��_ ATTEST: ��iYytA.QQ��A�:KN u.1.tx�J Pamela J. Gkkste er, City Clerk CERTIFICATE As Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council and the final plat described therein is hereby released for recording with the Dakota County Recorder this day of Pamela J. Gackstetter, City Clerk 2 EXHIBIT B CITY OF APPLE VALLEY RESOLUTION NO. 2017 - A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR DELEGARD APPLE VILLA APARTMENTS AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Chapter 155 of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of such a building permit issuance has been requested for the above referenced project; and WHEREAS, the Apple Valley Planning Commission has reviewed the development plans and made a recommendation as to their approval at a public meeting held on July 6, 2016. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the issuance of a building permit for a 28-unit apartment building is hereby authorized, subject to the following conditions: 1. Approval of the Building Permit is conditioned upon the approval of the Comprehensive Plan Amendment from"MD" (Medium Density)to "HD" (High Density). 2. Approval of the Building Permit is conditioned upon the approval of the Rezoning of the property from"M-7C" (Multiple family, 12-20 units/acre)to "PD" (Planned Development). 3. Approval of the Building Permit is conditioned upon the approval and recording of the final plat of Apple Villa 2nd Addition, development agreement, planned development agreements and associated documents at the Dakota County Recorder's Office in accordance with the requirements of the City Subdivision Code (Chapter 153). 4. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 5. The Building Permit shall be applicable to property identified as Lot 1, Block 1,Apple Villa 2nd Addition. 1 6. The exterior of the existing three apartment buildings shall be renovated to match the appearance of the new apartment building, including, at a minimum, painting the trim, fascia, and deck railings to match the color of the new apartment building; wash and repair of the brick siding; and wash and repair of the roofs. The update of the existing buildings shall be completed prior to issuance of the certificate of occupancy for the new apartment building. 7. Remove moss on the roof of the existing apartment buildings. 8. No demolition may occur until a Demolition Permit has been obtained. All demolition must follow the City's Demolition Permit Procedure. 9. Construction shall occur in conformance with the Site Plan dated April 11, 2016, including parking lot paving and a non-surmountable concrete curb and gutter around the entire perimeter with a minimum driveway approach radius of 15' at each public street, and a valley gutter at the edge of the street pavement. 10. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP)which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval, if required, from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 11. The final stormwater management plan shall be reviewed and approved by City Engineer prior to issuance of the building permit. 12. The final utility plan shall be reviewed and approved by the City Engineer prior to issuance of the building permit. 13. Construction shall occur in conformance with the landscape plan dated April 11,2016 and revised August 31, 2016, including sodded/seeded public boulevard area up to each street curbline; subject to the following: a. The petitioner shall submit a nursery bid list that confirms that the landscape plantings meet or exceed 2-1/2%of the value of the construction of the building addition. b. The landscape plan shall be revised by replacing the black hills spruce along the west property line with coniferous plantings that provide full screening between the apartment site and the residential properties to the west but will not interfere with overhead power wires. The landscape plan is subject to review and approval by the City's Natural Resources Coordinator at time of application of the building permit. 2 14. Construction shall occur in conformance with the elevation plan dated April 8, 2016. 15. A staging plan shall be submitted at the time of application of the building permit that specifies where the material storage, contractor parking, and existing resident circulation within the site will occur during the construction project. The Staging Plan is subject to review and approval by the City Engineer. 16. The property owner shall execute an Infiltration Basin Structure Installation and Maintenance Agreement to be filed with the deed that ensures the perpetual maintenance of the infiltration basin structure. 17. Construction shall be in conformance with the lighting plan dated May 16, 2016, on file at City Offices; subject to revisions to the plan to provide lighting along the southern sidewalk without exceeding 0.5 footcandles at the south property line. The lighting plan is subject to review and approval by the Planner. 18. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the installation of any signs. 19. Construction shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays 8:00 a.m. to 5:30 p.m. 20. The exterior of the existing three apartment buildings shall be renovated to match the appearance of the new apartment building, including, at a minimum,painting the trim, fascia, and deck railings to match the color of the new apartment building; wash and repair of the brick siding; and wash and repair of the roofs. The update of the existing buildings shall be completed prior to issuance of the certificate of occupancy for the new apartment building. 21. Earthmoving activities shall not occur when wind velocity exceeds thirty(30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 22. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial 3 guarantee in the amount of 125%of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline,with the cost of such City completion to be charged against the financial guarantee. 23. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED by the City Council of the City of Apple that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal; and ADOPTED this day of , 2017. Mary Hamann-Roland,Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE 1, Pamela J. Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on , 2017, the original of which is in my possession, dated this day of , 2017. Pamela J. Gackstetter, City Clerk 4 EXHIBIT C DECLARATION OF COVENANTS REGARDING UNDERGROUND STORM WATER INFILTRATION SYSTEM This Declaration of Covenants ("Declaration") is made this day of , 2017, by Delegard Apple Villa Properties, LLC, a Minnesota limited liability company (the "Landowner"). WHEREAS, the Landowner is the fee title holder of real property in Dakota County, Minnesota, legally described as follows: Lot 1, Block 1, Apple Villa 2nd Addition (the "Property"). WHEREAS, the Landowner plans to install, operate, and maintain an underground storm water infiltration system ("USWIS") on the Property designed by Civil Site Group, as as depicted on the Utility Plan attached hereto as Exhibit "A" and incorporated herein; and WHEREAS, the Landowner desires to subject the Property to covenants for the installation, operation, maintenance, repair and replacement of the USWIS as further set forth herein; NOW, THEREFORE, the Landowner hereby declares and covenants as follows: 1. Maintenance. The Landowner shall substantially comply with all installation, inspection and maintenance recommendations in the StormTech Manual (the "Manual") attached hereto as Exhibit "B" and incorporated herein and the following additional requirements, all at the Landowner' sole cost and expense: a. The USWIS shall be inspected as specified in the Manual by a qualified person selected by the Landowner. b. The City of Apple Valley (the "City") shall be notified at least 48 hours prior to any inspection or maintenance of the USWIS and, at the sole cost and expense of the City, a representative of the City may observe any inspection or maintenance of the USWIS. C. The Landowner shall submit a report to the City no later than two weeks after any inspection or maintenance of the USWIS. The report shall include the following: i. Date and time of inspection; ii. Log of findings; iii. Date and time of maintenance; and iv. Log of maintenance performed. d. Within 24 hours of notification by the City, the Landowner shall allow the City, its agents and employees, at the sole cost and expense of the City, access through any and all inspection ports for the purpose of measuring water levels in the StormTech chamber system (as described in the Manual), isolator rows, and inlet and outlet manholes. e. If at any time the USWIS (i) fails to meet the infiltration volume requirements as represented in the Manual, or (ii) fails to achieve complete infiltration within seventy-two (72)hours after any rain event(collectively, the "Requirements"), the Landowner shall promptly submit to the City a proposed plan and schedule for remediation of the USWIS. If the City denies the proposed remediation plan and schedule, the Landowner shall submit to the City a revised remediation plan and schedule addressing the City's concerns. If the City approves a proposed remediation plan and schedule, the Landowner shall perform remediation in compliance therewith. f. If, following ten (10) business days written notice from the City with opportunity to cure, the Landowner fails to submit a proposed remediation plan and schedule that are reasonably acceptable to the City, or if remediation fails to bring the USWIS into compliance with the Requirements, then the Landowner shall replace the USWIS or any portion thereof as may be reasonably required by the City. 2. Standards for Performance. Any act of construction, maintenance, repair or replacement to be performed under this Declaration shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements. 3. Amendment. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the provisions of this Declaration shall be effective or may be filed of record unless the City consents to the amendment, release or termination. Such consent must be evidenced by a resolution duly approved by the City Council or successor body. The Landowner, on behalf of itself and its successors and assigns, expressly acknowledges and agrees that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, and may withhold or delay consent for any reason or none whatsoever, or may condition consent upon such terms as the City deems desirable, it being the City's absolute right and prerogative to insist that the terms of this Declaration remain in effect and unaltered and to permit amendment, release or termination only at such times and under such circumstances, if any, as the City deems desirable in the exercise of its discretion. The Landowner, on behalf of itself and its successors and assigns, further agrees and covenants, consistent with this acknowledgement, not to institute any legal proceedings against the City on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination, and to indemnify the City against any expense, including litigation costs, which the City incurs as a result of any violation of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be evidenced by City Council resolution. Notwithstanding anything herein to the contrary, the Property shall not be deemed dedicated to the public or otherwise public land, and the City shall have no obligation and no right, not otherwise existing independent of this agreement, under this agreement, or under the ordinances, statutes and other laws under which the City operates, to maintain or administer Property. 4. Governing Law. This Declaration shall be construed under and enforced in accordance with the laws of the State of Minnesota. 5. Authority. The Landowner covenants with the City that they are the fee owners of the Property as described above and have good right to create the covenants contained herein. 6. Duration. The covenants contained herein shall run with the Property and shall bind the Landowner and their successors and assigns. IN WITNESS WHEREOF, the Landowner has executed this Declaration of Covenants. Delegard Apple Villa Properties, LLC, a Minnesota limited liability company By: Its: STATE OF MINNESOTA ) ss. COUNTY OF ) On this day of 2017, before me, a Notary Public within and for said county, personally appeared to me personally known, who being by me duly sworn, did say that he is the of Delegard Apple Villa Properties, LLC, the Minnesota limited liability named in the foregoing instrument, and that said instrument was signed on behalf of the company by authority of its board of directors, and acknowledged said instrument to be the free act and deed of the nonprofit corporation. Notary Public This instrument was drafted by: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 432-3136 (MGD/lmd: 66-37999) GENERAL UTILITY NOTES: covo 0o �9550 cv 434 LF (2 ROWS @ 217 LF) 72 DIA. CMP UNDERGROUND - _ TC GV _ _ _ _ 954._, 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. CM R (DD u [p,- - STORMWATER INFILTRATION/DETENTION SYSTEM - _ _ _ 54.8 12" SIDE & END STONE, 36" STONE PIPE SEPARATION, 6" 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR 4931 W.35TH ST.SUITE 200 OS 1 ST. LOUIS PARK,MN 55416 C STONE COVER AND 6" STONE BASE (VERIFY) (APPROXIMATE LOCATION) TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS CivilSiteGroup.com TC TC g FOOTPRINT-219'X 17' 955.7 RIM=957.68 955.1 Tc - Tc EX 15" IE NW-948.22 FIELD VERIFY e55.9 FROM THE PLANS. Matt Pavek Pat Sarver ( } TC 955.9 955.7 966.4 J� Rim9955.44 IE STONE=947.50 Tr Tc' TC TC 763-213-3944 952-250-2003 955.66 PROP IE S=949.89 - 3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL"(651-454-0002 OR IE 72 CMP=948.00 X44.2 w,N)� (Verify) Rim:955.16 a45.6M) CONSTRUCT MH OVER EXISTING 800-252-1166)FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE .nv943.9 D < < < OE 15" ORIFICE=950.00STORM SEWER LINE< TOP BAFFLE WALLS=950.00 ANY UTILTIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. k T, TM WHITNEY DIS (LF - TOP 72" CMP=954.00 r 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND 19 LF 15 HD \, TOP STONE=954.50 CB 21 < < < < " PE - RIM-955.51 SERVICE LINE INSTALLATION"AND"SANITARY SEWER AND STORM SEWER INSTALLATION"AS PREPARED BY THE CITY STORM @ 1.00% ACCESS RISER, 11 LF 12" HDPE 100-YR HWL=954.20 IE=951.01 ENGINEERS ASSOCIATION OF MINNESOTA(CEAM),AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE CBMH 31 15" INLET TYP. (2 TOTAL) o SUMP=948.01 PROJECT SPECIFICATIONS. RIM=956.15 IE=950.30 - - - BAFFLE WALL STORM @ 1.00% 955.2 9y ss.s 5 LF 12" HDPE 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. IE=950.49 TC-BE LOCATION, TYP, „ 15" OUTLET STORM 1.00% 9559 955.4 955, SUMP=947.49 TOP=950.00 '�b9-29'14 F IE=950.00 @ TO FOUND MON. 0.4 w & 1.0 N---_Tc rc 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE(DIP) UNLESS OTHERWISE NOTED. 12" INLET - ~� 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC)UNLESS OTHERWISE NOTED. NE CORNER of LOT 1 --3.0 957.1 956.8 8. ALL STORM SEWER PIPE SHALL BE HDPE UNLESS OTHERWISE NOTED. - - - - - _ 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. r 01r1- 10. UTILTIES ON THE PLAN ARE SHOWN TO WITHIN 5'OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY 12" INLET ASH RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. I i - - IE=950.12 .1 11 957 ^ - _ _ _ Tc CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET.ALL CATCH BASINS IN GUTTERS SHALL BE - ------------------------------------ - - - - S LF 15" HDPE - - - ITC 57.a I STORM @ 1.00% I c BUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT BUMPED ELEVATIONS. I TC 7.0 I I 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. /82 2 �, CB 11 I 13. HYDRANT TYPE,VALVE,AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE OI RIM=955.07 810 I I INCIDENTAL. I E=950.57 I 957.0 txisriNc ARARrMEN I 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE M' I 12 INLET J TREK H DRAIN I SUMP=947.57 #7800-02 ,57.2 957.1 Tc TC REQUIRED TO MAINTAIN A MINIMUM OF 18"VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH IE=952.00 RI =847.77 WATERMAIN IS INCIDENTAL. w 118LF1 IE =845.77 6" COMBINED DIP WATER SERVICE AND 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL HDPE STO M 25 LF 12" HDPE CONNECT..O INTERIOR VALVE, STUB TO WITHIN 5' FROM @ 1.00/o STORM 7.40% / BUILDING M=CH'L PUMP, 957.2 UTILITIES, UNLESS OTHERWISE NOTED. @ J G BUILDING. THE FIRE AND DOMESTIC I rc-FN STORM SEWER CONNECTIONS FOR JLL iviLvi L L A N S I SERVICE SHALL BE SPLIT OUTSIDE THE 16, ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE INTERNAL ROOF DRAINS&SUM BUILDING AND SHALL EACH HAVE THEIR I ( 957.1 CITY PRIOR TO CONSTRUCTION. PUMP SYSTEM, COORD.W/MECH'L STUB SAN ITARY TO 5' I OWN SHUTOFF, COORD. W/MECH'L TC MH 32 ^ IE=953.85 FROM BUILDING I 17. CONNECTIONS TO EXISTING STRUCUTRES SHALL BE CORE-DRILLED. N IM=957.71 I STUB TO WITHIN 5'OF THE BUILDINGS IE: @ STUB=948.00 IE-951.67 COORD. W/MECH'L I PROPOSED GATE A I 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. IUD N VALVE AND VALVE BOX E 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY Lo Z u) 23 LF 12" MAKE WET TAP CONNECTION �' � STAFF. 2 Z HDPE STORM TO EXISTING 6"WATER MAIN, I K 957.2 ^ @ 1.09% I I COORD. WITH CITY I I Tc 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT � 957.1 CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE I E ( rc ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MMUTCD)AND J J Z 11 LF 6" PVC SDR 26 ' I I 957.1 THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS,AND FLAGGERS AS NEEDED. ALL Q O D F - CBMH 33 SANITARY SERVICE Tc i I SAN MHA I `' � PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL J > O � L EI 951590 0 @ 1.00% RE=957.28 % 57.2 BY THE CITY. Z r - IE N=947.89 MAKE CONNECTION TO CONSTRUCTION �, � J ^ IE EE-947.79 89 LF 6" PVC SDR 26 I EXISTING SANITARY SEWER LIMITS 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS 0- 80 80 LF 12" HDPE SANITARY SERVICE PER CITY STANDARDS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS 0 1.00% EX IE N/S =946.82 FIELD L, I I REQUIREMENTS FOR TRAFFIC LOADING. Q O Q STORM @ 1.63% @ I { ) { 1 VERIFY) I I 22. CONTRACTOR SHALL CORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. W L m W I I PROP IE (W)=946.90 ^ COORDINATE WITH CITY I I 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF J (n _ I Exist IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. Q 957.3 uj M o I -1s I I Tc 24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER W LU > W I � �� I I TC71 UPON COMPLETION OF WORK. a Z J Q Z I i 777- I I 957.2 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT Q = Q CB 34H s I I RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS,OR OTHER STRUCTURES. Q L I RIM=957.70 ' I I 7.3 TC71 N Z I E=953.20 I W I EXISTING2APARTMENT I CITY OF APPLE VALLEY UTILITY NOTES: 0 I ,; -�� 1. SHOULD EXISTING SANITARY SEWER AND WATER SERVICES NOT BE ABLE TO BE O L I I N UTILIZED: 00 r _ 'ii 0 - - - - - - - - - I - - - - - ''2�aaAPP�e1z �" I O 1.1. EXISTING SERVICE SHALL BE REMOVED BACK TO THE TEE OR EXTENDED w - - - - - - L I I i ExisTiNc c FOR USE AS DOMESTIC WATER IF APPLICABLE 0 CRAF I 1.2. NOTIFICATION IS REQUIRED 7 DAYS IN ADVANCE OF LANE OR STREET - - - - - - - - - - - - - - - - TC7.i CLOSURES. 7-DAY ADVANCE WARNING SIGNAGE AND NOTICES TO AFFECTED BUSINESSES FOR THE CLOSURE SHALL BE PROVIDED BY THE I HEREBY CERTIFY THAT THIS PLAN, CONTRACTOR SPECIFICATION,OR REPORT WAS 957.1 PREPARED BY ME OR UNDER MY DIRECT „ TC 1.3. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED AND APPROVED FOR ALL SUPERVISION AND THAT I AM A DULY 12"W 6.9 95LANE OR STREET CLOSURES BY THE CONTRACTOR. FLAGMEN SHALL BE CONSTRUCTION \ C LICENSED PROFESSIONAL ENGINEER LIMITS _ 957.0 PROVIDED AS NECESSARY UNDER THE LAWS OF THE STATE OF Tc 1.4. AN OBSTRUCTION PERMIT SHALL BE APPLIED FOR AND APPROVED WITH MINNESOTA. DAKOTA COUNTY FOR DETOUR ROUTING PRIOR TO LANE OR STREET Rim:955.4 CLOSURES 957.0 1.5. PUBLIC WORKS IS TO BE NOTIFIED PRIOR TO ANY REQUIRED WATER Ma hew R. Pavek 957.0 SHUTDOWN AND/OR CONNECTION DATE 04/11/16 LICENSE No. 44263 5 957.2 TC ISSUE/SUBMITTAL SUMMARY }� TC6 5 NT o � \O DATE DESCRIPTION L - - - 956 9 956.6 04/11/16 CITY SUBMITTAL s TC-CE �� �, -- M-X TC TC Os TCs.B F�STNc1� N89048'07"W 69.00 TC 952. qpq� TC2. 6 UTILITY LEGEND: �FNT Q MANHOLE OR CATCH BASIN 953.1 TC 952Iy MANHOLE OR CATCH BASIN . REVISION SUMMARY CATCH BASIN DATE DESCRIPTION WATER MAIN SANITARY SEWER >� STORM SEWER UTILITY PLAN GOPHER STATE ONE CALL WWW.GOPHERSTATEONECALL.ORG (800)252-1166 TOLL FREE (651)454-0002 LOCAL • 1"=30'-0" C40 15'-0" 0 30'-0" • SWPPP NOTES: 0 0 0 TC 0 Gv 954.9 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN 000 R0 / - �j- - - � - - - - - - - - � ,-� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - MPCANPDESPERMIT. ANEROSION CONTROL PERMIT ISALSO cm R, � R-0 � 957.8 / 54.5 , - - - - REQUIRED FROM THE CITY OF APPLE VALLEY. 4931 W.35TH ST.SUITE 200 ST. LOUIS PARK, MN 55416 TNH , ��-� C / -, i -� 12' CIP(VERIFY) v(APPROXIMATE LOCATION) 9TNH 0 354.6 955. Y / 955.1 \ 955.1 955.4 955.5 955.7 j Fc Tc Tc TC�CB TC TC TC ,__ 956'0 956.0 yY° - 955.9 855.9 955.7 9ss.4 955.2 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, CivilSiteGroup.com TG Matt Pave k Pat Sarver Riv:950. 44 - -- Rim:955.66 DESCRIPTIONS, AND PRACTICES. 763-213-3944 952-250-2003 nv:950.4 � Inv:944.2 W,N) --___ --Rimr9-55.16_ Inv:941 Rim:Rim:956 1 42"(Verify) � ----- In v:943.9 �� ��-� <_ 42"(Verify) ,� ,< < D Inv:93 ., '` �` �` `'- �`- D Inv 94 �yQNTRACTOR TO PROVIDE 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION ., -_- WH I V�Y- DR� V ----- CONTROL NOTES. ___-- _INLET PROTECTION AT ALL ----- • Rim:955.1 ` ` ` ` ` ` ` ` Inv 934.8 ------------------- -- STREAM CATCH __-- \' INLET PROTECTION AT , 956-- BASINS. EXISTING TREES TO 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, i s' INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. -'95,5__________ ;�;,,,:,� 62 CATCH BASINS, TYP. �^ � REMAIN, PROVIDE _ �. ----- yJ 55 _ _ TREE PROTECTION _- - --- CITY F APPLE VALLEY EROSION CONTROL NOTES: 4.8- 955.2 9c 5.2 5.3 CONSTRUCTION 9c5eE 95 955.7 955.8 ---_-- TCOCE o �- ,� Tc Tc_B-- -------- --- 95, FENCi --�ss.9 9ss.4 955.2 ENTRANCE S89 29 1 E --956-- S S1 rc -_95 TC TC ------ 6-_- �FO�MMON. 0.4 W & 1.0 N- 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. 955.6 __ MEOWQ 956.2 956.6 � 955.3 5 -���1��� � .1 _ GV 955.9_, --------- - 956.6 _ 956.6 _ 956.6 - - INE1--_ PINEI 956.° � -- - - 955_5 - 56 - ------ - _ _ - _ x / �d cotzraER of gar�, 3.0'' 956'' 6'' 957.4 x957. ------� v , - � 957.1 956.8 ��j 957.1 --- TC I I \ I S MAPLE29 957.2 ___ Y-- TC 957.1 1 56.4 956.3 956\0 955.5 I \20 ■ 0957.4 AS 8 x 957.3 x 957.4 \ X958.4---___ + 956.8 x 956.5 ,9s�\ \ x 956.8 955.3 1 �� 957.8 \ PINE1 Vj x x 957.5 956. _ 956.1 1 ASH / \x _-,_ -------- ---,I\ v949341 \\\ - 957.5 957.95 958. i----- - -_- NE14\\ 5 .4 �� 957.1 NE-17\\ 954.9 958.5 �Sg / 1 TC / A 9 NE-17 y/ x 955.5 x\ I i 57.3 957.5 95957.6 \\ 958.3 5 5 x \ 957.5 I \ 957.0 / -, 5 \ nvm949 46� - x954.17 LPi 7.6 957.7 957.6 - 958.3 ,'/ \ \ x 957.0 i , \ SB x955,1 GASMET_ER � _- 9592 1 TC ' 4 / \ \ I 955.8 2.2 rn 59.2 959.2 \\ 1 x951 ti --- I \ / PINE 17 \ � I -�� \ � I I � �U \\� \ // - 957.9 958.7 \ I \ C - 957.4 SB / 955.9 / \\ w 1 FFE 81.0 \ / \ X0 / ♦ ,44.1 x / 44.1 x 9'54.9 n BE / x 5 x 957.2 I F_ 959.4 1 957.0 \V 957 4 1 I m I > 57 6 / EXISTING APARTMENT FFE i x #7800-02 1 957.2 957.1 \ 0 m I TC X 957.6 ✓ m t I 958.0 957.1 956.4 _ FFE j X 956.2 x 956.6 1 i x 956.3 v v1V o -00 x x °�' oc X V956.1 81.1' 959.4 \ x o o 'o 1 I 957.2 956.6 956.5 0 956.1 0, o I j 9 7.6 U 957.8 9958.7 rn FFE TC-FN \ / 957.7 ❑L 957.6/' 82.1 1 / \ x 955.5 - 9562, 958.3 959.1` \ L� 957.4 957.5 RWEND 959.2 959.2 i 958.8��-\957.1 -- - - ' 1 A\x957.9 I 1 I EXISTING GARAGE I _ 959. I TC j 1\ I I 11 x9595 I EXISTING GARAGE i 1 I 957.3 957.5 958.3 958.7 -� SH-19 I c x 95.4 58. - 11 I 1 1 44.1' 44.1 I 958.0 958.2 958. L , �J PERIMETER 3 I V ° 957.2 x955.2 , 1P - A _ Cn , n ffi .2 45.2 ■ ♦� �� 0 EROSION CONTROL ' 1 O x LEAN-To , _ I 1 �. ♦ ♦♦ 1 I M N 957.0 x 956.6 / w 1 AT CONSTRUCTION i i , i /958.2 ■ > / r EXIST Lo d X 955.6958.2 ■ ■ Lo LIMITS, TYP. \\x i i \ \ Ij 958.4 ♦.. ..♦♦ --- 957.2 CZC Ln \ 957.2 \ I IY■ TC G ASH-1 958.9 \ ,'/ �I 58.0 �� x956.4 �\ 957.1 \ I / 955.4 0 TC x 956.5 z X x \ / 95 NS 958.3 ' Lu 957.1 z 959. x 956.6 - 956.0 955.3 1 TC x - O 1 I 1 I 11 I \ // FFE I '.I, i � 96.1 J X 955.9 q LP 958.2 'M .0-9 �6 1 J 0 _-- 7 / m r a 957.2 V x x955.9 ---� V 1 958.3 x956.3 _-----956 I u EXISTING TREES TO - SON % Z_ VG X965.0 956. 9 6 1♦ REMAIN, PROVIDE 1 LIMITS J 959.6 ♦" 1 t �.w� TREE PROTECTION x 968.5 1 - - - -' x958.7 1 Y -- i ■ ♦ ♦ FENCING,TYP. > Q x 958.3 958.5 957.5 ♦ } I I x 959.6 I I 1 ♦� ♦7 J i x x957.7 /'--- j I X57.3\ \, ��� �� �.6 /' v\ - Q Lu Q1 / PIN 1 �� / �ob.i u U o o / 95B.4 31 i A> m 957.7 957.2 957.2 _ ,` 958.3 _� /' I 2579_ _ ------ - ---- 956.8 956.6 I / \` 1 ' 7.7� Q� �a2 a0 ---- PERIMETER x RW 957.0 ----- - -- x 958 ' z LPEDB5 \ x957.4 , EROSION CONTROL 958.5 / / I / RW 95,- ----_ AS 22 x958.6 IJ . I / / 60.0 ----959.0 - _ _ 956.8 / 959.0 RW ' LP P �/ n x x 957.i / o L1S / , - _-- LP 9sa.1 w 1 AT CONSTRUCTION aLu \ / 1 99.0 959.4 U \ - / \ I 1` 957.0 X Lu Q C LIMITS, TYP. 82.0 �� �� x A\ �� Z Lu LL] F \ / / 959. ♦**M& � 959.6 /c° �� 958.1 ��/ I 959.4 1 TC C 58.6 x 959.2 v 960.5 �/ ♦♦ ♦�,5B FFE /81 1 I 959.1/ 31 \ / 957.6 \ 1 J \\ �l958.9 x 960.3 x ■ ■ 958.7 x 95711 _ \^ /958. 959.4 958.9 x x \ 1 1 957.1 ■ \ / N, FFE 959.3 957.3 TC /_ ♦. �♦ FFE 958 FEE rn P 957.5 X TC z W #4 M11101 / �, ,� v x 958.1 CN % O / EXISTING APARTMENT 958.2 \ - N LEGEND: #7820-22 F\\ ..... I , \ ■ -------932 ------ EX. V CONTOUR ELEVATION INTERVAL 0 1 I 1 1 1 1 / / , �� I I I I 1 1 95 .1 _ ♦ ■ x 957.4 1- / 958.1 1 ♦■ ♦♦ ■ (� CD O7 a,.z/ ♦ 932 1'CONTOUR ELEVATION INTERVAL ti x / 958 ♦ �♦ , 61 0 00 / �► 9 5 .5 ♦ � <958.7 - - I x 959.6 x 968.2 59.5 959.4 00 / ■ `. x ■ } �♦ 0 I- 956.7 81.9 I I I ■ ♦ ■ U 1 I 1 I �__/ ♦ ■ � EXISTING GARP -----` \ ' I ' 959'0 958 1 959.2 ♦j�r�♦♦♦ j ti. ♦♦ 1 ,'z EXISTING SPOT GRADE ELEVATION Lu SHED / i \\ j I V II 20 44.91 - 959.1 �® � 12 / 101\I \\ I 959.5 ` 1 958.9 958.3 958.2 957.8 - \ 959.0 �ae r 957.1 932.0 PROPOSED SPOT GRADE ELEVATION \_ , TC / _14 i 959.0 958.3 1 957.8 T - S 1 " 958.7 0 959.8 GASGRILL I I - DRAINAGE ARROW \ ?Y _ __--__ I Rim:958.04 1 95 -4, w GASGRILLGASGRILL I' I I HEREBY CERTIFY THAT THIS PLAN, L T .� �, _ x ___ - ny9475 959.3 3: ---_ r.` . O O / 957.1 SPECIFICATION,OR REPORT WAS t 1 _ ` \959 1 n 959 g ' \ J TC j SILT FENCE I BI0R0LL-GRADING LIMIT PREPARED BY ME OR UNDER MY DIRECT ' 48 12 42 87_ H -- 958.7 _ x_ 959.8x x -------------- --- --t - / -- \,x 958.4 \ X / 956.9 SUPERVISION AND THAT I AM A DULY CONSTRUCTION;---- ,- ��, �, x959.6 ��- x_958.5 958.6 ___ \ x ___ \\\----------- x958.3 / -- �` LIMITS _ `-- / - ` ` ------ \\ 957.0 ` LICENSED PROFESSIONAL ENGINEER 959.3 / -- / / / \ - -- _ - \J --- i' i' '-- \ '------ __ x -" i x960.3 I \ 1 ` / 1 x I UNDER THE LAWS OF THE STATE OF �� 960 --_ �-� � 959.8 / \ TC I 7 � I �I /I / / /' / i---Jjoo 9s9 \ x x961.4 --I_ �k9�9.1 _ x? 5.� \ \ \ \\ \\ \\; \\ MINNESOTA. i 957.8 - x 96 .3 / i ,%\ 1 I / / / _ _ , - �$�-, ___ 1 STABILIZED CONSTRUCTION ENTRANCE x' --967-_ / R fi:956J4 0 Q` �j x 956.2 / / , / / / / 957.6 3 7.5 �� 9 �--------x961.0' ' / / S ��x �\ �� �\ \ \ Aa � � t �i 1 I � I I Y i 964.2 , / ' 6J ------ Jx955. x959 1 1 9 i i , \ ' / f /o0 962.0 d{� 60-__'' - / \ 5 " /}j > " 957.0 TC / / w �'C 957.0 PROPOSED MANHOLE OR CATCH BASIN IQ/ 961.7 ��� / O Ma thew R. Pavek o� 573 _ 9563'----__ / \ / / 1 0 1 1 d � , N� x / Q O II 1 TC DATE 04/11/16 LICENSE NO. 44263 % // /// SPF /' X 956.2x q��T x'955.8 \ �09�/ n��,lJ\O x 960.2 / i 957.2 957.1 i - / '1 N 957.8 ��' , 956.4 �F ��� � '-�--- , �,� 1 O ,� � ___ ,' � I H PROPOSED GATE VALVE 957.6 o ISSUE/SUBMITTAL SUMMARY 956.5 --- --958.2 959.2 1 I I I i i / //x957.5 �} / Tc ____-,o�c� O 1 PROPOSED FIRE HYDRANT 965.0 / / , , 956.5 C DATE DESCRIPTION x 962.311 x i/ // // // /' /' /' 56.1 --- \ �, 956.9 956.6 /' TC-CE ��\\ TC TC PROPOSED SANITARY SEWER 04/11/16 CITY SUBMITTAL E yY° 956.1 x955.3 x958.6 -% ----'-- --% ' _ ------- >� PROPOSED STORM SEWER CE ---- __ - ,----- x64!3 x'957.9 R ,) o 955.8 _-- - I Tc \ T 4c�Q� -_��_O�} '�5 a------ ,}sz-5=_ EXISTING STORM SEWER I v x 955.6 F�STj _ - - C - - - EXISTING WATER MAIN Nc q� \ g5 .-6 0 M PA ,- TSSF x955.5 x955.1 � \��\ �' / � /' __ '�� tiT EXISTING GAS MAIN x9ss.3 0 //' / EXISTING UNDERGROUND ELECTRIC 1 rcS1 57 7 EXISTING UNDERGROUND CABLE EXISTING MANHOLE m EXISTING ELECTRIC BOX ❑ EXISTING CATCH BASIN � EXISTING LIGHT REVISION SUMMARY � EXISTING HYDRANT 0 EXISTING GAS METER DATE DESCRIPTION 0 EXISTING STOPBOX e EXISTING GAS VALVE (9 EXISTING GATE VALVE SWPPP - EXISTING GOPHER STATE ONE CALL A ' CONDITIONS WWW.GOPHERSTATEONECALL.ORG I\1 (800)252-1166 TOLL FREE tlVVll (651)454-0002 LOCAL 1"=30'-0" swi0 15'-0" 0 30'-0" • cv _ SWPPP NOTES: (CROVRO sRote - - - - - - - - , - -�-- - - -� - - - - _ - - - _ - - - - _ _ - - - - - - - - 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN (m � (M)) � p MPCA NPDES PERMIT. AN EROSION CONTROL PERMIT IS ALSO 4931 W.35TH ST.SUITE 200 — / 12" CIP(VERIFY) (APPROXIMATE LOCATION) REQUIRED FROM THE CITY OF APPLE VALLEY. ST. Louis PARK,MN 55416 ' — CiU ISiteGroup.com IrtiA 2. SEE SHEETS SW1.0- SW1.5 FOR ALL EROSION CONTROL NOTES, Matt Pavek Pat Sarver n �- 54 50.4 nvm99 5.62 6 y - - DESCRIPTION AND PRACTICES SG.4 '' Inv:944,2(W,N)I ---__ _ S, A 763-213-3944 952-250-2003 42"(Verify) <— _ In 945.6 SE v 943.9 42"(Verify) Inv < <- �- " Inv: CONTRACTOR TO PROVIDE Q' �' 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION WH TNS Y- DI -- - CONTROL NOTES. • F_ r\ ___-- INLET PROTECTION AT ALL -- Rim:934. 1 DOWNSTREAM CATCH Inv:934.8 -------------------- ----- � � INLET PROTECTION AT /s `J BASINS. EXISTING TREES TO 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, -_955-----_-__ CATCH BASINS, TYP. �� REMAIN, PROVIDE INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. -- t'7 `�� TREE PROTECTION _955------ CONSTRUCTION - FENCING, TYP. CITY OF APPLE VALLEY EROSION CONTROL NOTES: ENTRANCE S89029'19'IE -_-------956-- -------' 1 -'--_95 ------------- 6—__ MON. 0.4 W & 1.0 N ---.� TTFM�--__--- 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. 957 g58 �� --=-- ___g a 958 - - k-yl�t� _---- --raE-eoRN-ER-of-LaT�— 3.077 l I O 6 \I _ Y 1 UoI ^ -- ------------- -- ------- ----------- --- ------- ----- I — — — — — \/ — — — — — 955 956 -- � - , 82.2 CID l —' - ----- , 59 95 954 ori U ON 95 -958- v 00 9552 EXISTING APARTMENT In\v (� #7800-02 � 951 ,� u Fa C', I ^ ❑ g- I U m �� ❑E 82.1 I , PERIMETER / 4s.2 i ••�• N O / ♦ M EROSION CONTROL •♦ ♦ � N AT CONSTRUCTION I \ �s I i •� ■ a •. EXISTING Lo Lo LIMITS, TYP. I �� cA - _ • ♦• Z L0 L0 cy) I •r� L J I vv I o l l `v I �♦ I � 11 E ' w J z rJ o J c - _ r -` a O O /N J > O EXISTING TREES TO CONSTRUCTION �Tl w Z -`J L - 9551♦ REMAIN, PROVIDE LIMITS J - _ - �/- _ - �' : •��•� �' TREE PROTECTIO Q i 7 - i h^ I ♦• z • ■ 957E G, TYP. > Q O I 0 0-cy) - I --- ❑ ♦ ter,. �♦ �• ® I w m r 9 8 Q 8.2 lk•• I PERIMETER > Q / — -- co `Fo CD U) I Z ❑ EROSION CONTROL '� x AT CONSTRUCTION / a > � x LIMITS, TYP. a w J Q LU Q LL] 7/��� t, � tt /� I I ' I ni z - i 00 00 I I� N } / EXISTING APARTMENT J0 L — I I I #7820-22 �\ ^ O - ,' �- •. LEGEND: Go — II I , I • • ♦� i 0 -----932 -------- EX. 1'CONTOUR ELEVATION INTERVAL O O 00 - - = 00 - - I L - - - - •• i I i ExIsrING GARAGE 932 1 CONTOUR ELEVATION INTERVAL W ~ • cp SHED ---- °' 449/ ,` •� •♦ I.1♦•-■,�♦• 1 X�9 EXISTING SPOT GRADE ELEVATION O - �— - - - - - - - - - _ - -, ` .`� 1932.0 PROPOSED SPOT GRADE ELEVATION �— — — — — — — Y -_---_ I Rim 958.04 I HEREBY CERTIFY THAT THIS PLAN, DRAINAGE ARROW SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT 00 i CONSTRUCTION ----- , __--- \\ __ / ' SILT FENCE/BIOROLL GRADING LIMIT SUPERVISION AND THAT I AM A DULY \ -.---- --- \`-- -------- ,' ----- ------------ _ ----- i LICENSED PROFESSIONAL ENGINEER --- LIMITS - _ \ -- ---- - _ --- j ill ---- // // ,' - -- \`-- _-'/ = '' \\� \\ \\ - ----- �\\ I I \ 1 , UNDER THE LAWS OF THE STATE OF MINNESOTA. �I / / " g ' --- \ 06 ; STABILIZED CONSTRUCTION ENTRANCE Ma hew R. Pavek C-) 1. a N C DATE 04/11/16 LICENSE NO. 44263 / I co / eP \ �q1 O`,I(��O I O PROPOSED MANHOLE OR CATCH BASIN � / / Q / `' c qp9 / / / X14 ��o --- I ISSUE/SUBMITTAL SUMMARY ►/ PROPOSED GATE VALVE �----- // /' ' ' _----_-- °� - - � PROPOSED FIRE HYDRANT DATE DESCRIPTION _ 04/11/16 CITY SUBMITTAL -- \\ -- -'-- ------- _—=- - --_ PROPOSED SANITARY SEWER / / ' --- --- _ _- >� PROPOSED STORM SEWER ------------------------ / - OSo�-F8!0 �' VV -W.D ST'tic -- '__- ------ ------ »E EXISTING STORM SEWER 1 IEXISTING WATER MAIN ANT —GG— EXISTING GAS MAIN _ t"1 E EXISTING UNDERGROUND ELECTRIC I I , c— EXISTING UNDERGROUND CABLE EXISTING MANHOLE m EXISTING ELECTRIC BOX REVISION SUMMARY ❑ EXISTING CATCH BASIN EXISTING LIGHT DATE DESCRIPTION � EXISTING HYDRANT 0 EXISTING GAS METER 0 EXISTING STOPBOX 6 EXISTING GAS VALVE 0 EXISTING GATE VALVE SWPPP - PROPOSED GOPHER STATE ONE CALL w ' CONDITIONS WWW.GOPHERSTATEONECALL.ORG I\1 (800)252-1166 TOLL FREE (651)454-0002 LOCAL • 1"=30'-0" swil 15'-0" 0 30'-0" • OVERFLOW IS Y2 OF THE CURB C-' v-0 -' -e BOX HEIGHT FILTER FABRIC AS SPECIFIED CM 03 (MD M 1p, 4931 W.35TH ST.SUITE 200 OVERFLOW AT TOP OF FILLER AS SPECIFIED ST. LOUIS PARK,MN 55416 FILTER ASSEMBLY CivilSiteGroup.com Matt Pavek Pat Sarver FILL UPSTREAM BASE EDGE WITH 763-213-3944 952-250-2003 EXISTING CURB, PLATE, BOX, 2"OF DIRT OR COMPOST TO AND GRATE EXISTING GROUND z EMBED ROLL. . rr;+ SURFACE DIRECTION OF FLOW D —III—I —I III—I g WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10'O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON FILTER ASSEMBLY DIAMETER, 6" PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT ON-GRADE 10"AT LOW POINT MIN. 10'O.C. NOTE: 1. COMPOST FILTER LOGS(BIO ROLLS)SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40%GRADE 2(SPEC 3890)AND 60%-70% HIGH-FLOW FABRIC PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8". NOTES: 4. IF MULTIPLE ROLLS NEEDED,OVERLAP BY MIN. 12"AT ENDS AND STAKE. 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C. 4 CURB INLET FILTER 4 SEDIMENT BIO-ROLL / COMPOST FILTER LOG NTS NTS 30'FROM EDGE OF ROAD TO FRONT OF SPEED BUMP — 35' R N C FILTER FABRIC WITH WIRE SUPPORT NET �w AS SPECIFIED. TO CONSTRUCTION z I METAL POST AS O AREA > LO o SPECIFIED. LO o Z L0 FILTER FABRIC AS SPECIFIED SECURE D SUPPORT NET: 12 GAUGE 4"x 4" Z CD WIRE HOOKED ONTO TO WIRE SUPPORT NET WITH METAL PLAN 35' R z PREFORMED CHANNELS ON CLIPS 12"O.C. J J Z 6" MIN CRUSHED STONE POSTS AS SPECIFIED. TO CONSTRUCTION AREA w N J O O ANCHOR FABRIC WITH � � EXISTING EXISTING GROUND SOIL,TAMP BACKFILL > O 75' MINIMUM UNDISTURBED SURFACE W Z FINISHED GEOTEXTILE FILTER 4"HIGH,18"wiDE ROADWAY DIRECTION OF FLOW J � GRADE FABRIC SPEED BUMP > 0— Q CARRY WIRE SUPPORT NETJ DOWN INTO TRENCH LLl m I I F-d I I— -� = - - - - - - - -���-���-���—���— '— Q J i-i i i-i i i-i i i-iii-i 1 i- iii-iii-iii-iii-iii-iii-iii-iii a w F=III ��� ���R III= ��� ��� ���—���=���—���=��� ���—���=��� METAL POSTS$' 0"O.C. W uj PROFILE MAX. IL z J W 5 SEDIMENT FENCE Q = W Q NOTES: N T S 0 1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED Z ROADWAY. 04 J 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 00 ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. CD 3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 00 4. ALL SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. U w 5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. O 6. CRUSHED STONE SHALL BE 1-1/2"DIA.CLOSE GRADED,AND IN ACCORDANCE TO MNDOT SECTION 2118. a_ I HEREBY CERTIFY THAT THIS PLAN, 2 STABILIZED CONSTRUCTION ACCESSSPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT NTS SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 'B' TAMP THE TRENCH FULL OF SOIL. 'A' BURY THE TOP END OF THE SECURE WITH ROW OF STAPLES, MATTING IN A TRENCH 4"OR 10"SPACING,4" DOWN FROM MORE IN DEPTH TRENCH Ma hew R. Pavek Y Y Y DATE 04/11/16 LICENSE NO. 44263 V- ISSUE/SUBMITTAL SUMMARY 'C' OVERLAP: BURY UPPER ENDDATE DESCRIPTION 04/11/16 CITY SUBMITTAL OF LOWER STRIP AS IN 'A' AND'B'.OVERLAP END OF YY 'E' OVERFALL TOP STRIP 4"AND STAPLE. YYY Y Y YY / � a Y Y NOTE: 1. PLACE STAPLES 2 FEET APART TO p' EROSION STOP: FOLD OF MATTING KEEP MATTING FIRMLY PRESSED TO BURIED IN SILT TRENCH AND SOIL. REVISION SUMMARY DATE DESCRIPTION TAMPED. DOUBLEROW OF STAPLES./ PLACE STAPLES 2 FEET APART TYPICAL STAPLE#8 TO KEEP MATTING FIRMLY _ GAUGE WIRE PRESSED TO SOIL. 3 EROSION BLANKET SWPPP - DETAILS NTS SW1 ■ GENERAL SWPPP REQUIREMENTS AND NOTES: TRAINING (PART III.A.2) OWNER INFORMATIONo 0 so �e THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE NEED FOR REMOVAL.THE WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP OR AVAILABLE WITHIN 72 HOURS UPON REQUEST. WHEN WRITTEN ��R DESIGN ENGINEER: MATTHEW R. PAVEK P.E. OWNER: IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP)MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION CORRESPONDENCE CAN NOT BE OBTAINED IN A TIMELY MANNER,THE SPECIFIC INLET PROTECTION CAN BE REMOVED TO ALLEVIATE THE IMMEDIATE SAFETY CONCERN. cm G3 (M CEJ 1p, SYSTEM NPDES)GENERAL PERMIT DATED AUGUST 1,2013#MNR100001 PAGES 1-35)AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND HOWEVER, EFFORTS TO OBTAIN WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP AND AVAILABLE WITHIN 72 HOURS UPON REQUEST. PERMISSION TO TRAINING COURSE: DESIGN OF SWPPP DELEGARD TOOL ( ( TRAINING ENTITY: UNIVERSITY OF MINNESOTA 9141 LYNDALE AVENUE SOUTH 4931 W.35TH ST.SUITE 200 SEDIMENTATION CONTROL. REMOVE INLET PROTECTION BASED ON A SPECIFIC SAFETY CONCERN MUST STILL BE OBTAINED FROM THE JURISDICTIONAL AUTHORITY WITHIN 30 DAYS OF REMOVAL. ST. LOUIS PARK,MN 55416 INSTRUCTOR: JOHN CHAPMAN BLOOMINGTON, MN 55420 CivilSiteGroup.com PART III STORMWATER DISCHARGE DESIGN REQUIREMENTS TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS,AND DATES OF TRAINING COURSE: 5/15/2011 -5/16/2011 CONTACT: Matt Pavek Pat Sarver CANNOT BE PLACED IN SURFACE WATERS,INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS,OR CONDUITS AND DITCHES UNLESS THERE IS A TOTAL TRAINING HOURS: 12 763-213-3944 952-250-2003 SWPPP (PART IIIA) BYPASS IN PLACE FOR THE STORMWATER. RE-CERTIFICATION: 1/13/14-1/13/14(8 HOURS), EXP. 5/31/2017 VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE(OR ONTO STREETS WITHIN THE SITE)MUST BE MINIMIZED BY BMPS SUCH AS STONE PADS,CONCRETE OR THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS.SEE THE SWPPP PLAN SHEETS STEEL WASH RACKS,OR EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED IF SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO AND SWPPP NARRATIVE(ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE)FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION.THE PLANS SHOW LOCATIONS AND TYPES THE STREET(SEE PART IV.EA.D.). OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S.STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. AREAS AND QUANTITIES (PART I I I.A.4.B&C): THE PERMITEE MUST MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. MINIMIZING SOIL COMPACTION IS NOT REQUIRED WHERE THE FUNCTION OF THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: THE SPECIFIC AREA OF THE SITE DICTATES THAT IT BE COMPACTED.METHODS FOR MINIMIZING COMPACTION INCLUDE THE USE OF TRACKED EQUIPMENT, AND STAYING OFF OF 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE AREAS TO BE LEFT UN-COMPACTED.METHODS TO PRESERVE TOPSOIL INCLUDE STRIPPING AND STOCKPILING TOPSOIL PRIOR TO GRADING OR EXCAVATION OPERATIONS. SITE AREA CALCULATIONS 2. INSTALLATION OF SILT FENCE AROUND SITE 3.INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS. THE PERMITTEE MUST INSTALL TEMPORARY SEDIMENTATION BASINS AS REQUIRED IN PART III.B.OF THIS PERMIT. EXISTING PROPOSED 4.CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN/POND INSTALL BUILDING COVERAGE 27,545 SF 16.5% 36,591 SF 22.0% 5.CONSTRUCT TEMPORARY SEDIMENT BASIN/POND(PART III.B) DEWATERING AND BASIN DRAINING :PART IV.D ALL PAVEMENTS 41,792 SF 25.10 0 6.CLEAR AND GRUB REMAINDER OF SITE ( ) 62,391 SF 37. /05 7.STRIP AND STOCKPILE TOPSOIL ALL NON-PAVEMENTS 97,108 SF 58.3% 67,463 SF 40.5% 8.ROUGH GRADING OF SITE DEWATERING OR BASIN DRAINING(E.G., PUMPED DISCHARGES,TRENCH/DITCH CUTS FOR DRAINAGE)RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR 9.STABILIZE DENUDED AREAS AND STOCKPILES SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE 10. INSTALL SANITARY SEWER,WATER MAIN STORM SEWER AND SERVICES WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE TOTAL SITE AREA 166,445 SF 100.0% 166,445 SF 100.0% 11. INSTALL SILT FENCE/INLET PROTECTION AROUND CB'S DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER, DOWNSTREAM LANDOWNERS OR WETLANDS.THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS 12. INSTALL STREET SECTION ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR.THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP,SAND BAGS,PLASTIC SHEATHING OR OTHER 13. INSTALL CURB AND GUTTER ACCEPTED ENERGY DISSIPATION MEASURES.ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS. I MPERV IOUS SURFACE 14.BITUMINOUS ON STREETS EXISTING CONDITION 69,337 SF 41.7% 15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH FILTER BACKWASH WATERS MUST BE HAULED AWAY FOR DISPOSAL,RETURNED TO THE BEGINNING OF THE TREATMENT PROCESS,OR INCORPORATE INTO THE SITE IN A PROPOSED 98,982 SF 59.5% 16. REMOVE ACCUMULATED SEDIMENT FROM BASIN/POND MANNER THAT DOES NOT CAUSE EROSION. DISCHARGE OF THE BACKWASH WATER TO SANITARY SEWER IS ALLOWED WITH PERMISSION OF THE SANITARY SEWER AUTHORITY. 17. FINAL GRADE POND/INFILTRATION BASINS(DO NOT COMPACT SOILS IN INFILTRATION AREAS.)(PART III.C) DIFFERENCE(EX. VS PROP.) 29,645 SF 17.8% 18.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING,REMOVE SILT FENCE AND RESEED ANY AREAS I MPERV IOUS TOTAL 98,982 SF 59.5% DISTURBED BY THE REMOVAL. INSPECTIONS AND MAINTENANCE (PART IV.E): RECORDS RETENTION (PART III.E): THE CONTRACTOR IS RESPONSIBLE AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OF EROSION AND SEDIMENT CONTROL FACILITIES.THE CONTRACTOR SHALL EROSION CONTROL QUANTITIES AT A MINIMUM, INSPECT,MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES ONCE DISTURBED AREA 110,500 SF THE SWPPP(ORIGINAL OR COPIES)INCLUDING,ALL CHANGES TO IT,AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY EVERY SEVEN(7)DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER AND WITHIN 7 DAYS AFTER THAT.CONTINUE CONSTRUCTION LIMITS 40 CY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING INSPECTION ACTIVITIES UNTIL LAND-DISTURBING ACTIVITY HAS CEASED.THEREAFTER THE CONTRACTOR SHALL PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL NORMAL WORKING HOURS. VEGETATIVE COVER IS ESTABLISHED. INSPECTIONS MUST INCLUDE STABILIZED AREAS,EROSION PREVENTION AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. SILT FENCE/BIO-ROLL 1,200 LF EROSION CONTROL BLANKET 0 SF ALL OWNER(S)MUST KEEP THE SWPPP,ALONG WITH THE FOLLOWING ADDITIONAL RECORDS,ON FILE FOR THREE(3)YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN BASED ON INSPECTION RESULTS THE CONTRACTOR MAY MODIFY THE SWPPP IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF.THIS INLET PROTECTION DEVICES 9 EA PART II.C. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. MODIFICATION MUST BE MADE WITHIN 7 CALENDAR DAYS OF THE INSPECTION UNLESS OTHERWISE REQUIRED BY THE TERMS OF THE PERMIT,LEGAL,REGULATORY,OR PHYSICAL ACCESS CONSTRAINTS. NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY.CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT 1. THE FINAL SWPPP; QUANTITIES FOR BIDDING AND CONSTRUCTION. INSPECTION REPORTS MUST BE RECORDED WITHIN 24 HOURS IN WRITING AND KEPT ON FILE BY THE CONTRACTOR AS AN INTEGRAL PART OF THE SWPPP ON SITE AND THEN 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; FOR AT LEAST 3 YEARS FROM THE DATE OF COMPLETION OF THIS PROJECT. SWPPP CONTACT PERSON L0 N 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION(SEE PART IV.E. INSPECTIONS AND MAINTENANCE); ALL PERIMETER CONTROL DEVICES MUST BE REPAIRED,REPLACED OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT LO OF THE DEVICE.THESE REPAIRS MUST BE MADE BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY,OR THEREAFTER AS SOON AS FIELD CONDITIONS ALLOW ACCESS. CONTRACTOR: SWPPP INSPECTOR TRAINING: z 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY,CONTRACTS,COVENANTS AND OTHER ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE;AND REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS,CATCH BASINS,AND OTHER DRAINAGE SYSTEMS,AND RESTABILIZE THE PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE z AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED TOPSOIL. THIS REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN 7 DAYS OF DISCOVERY UNLESS PRECLUDED NPDES CONSTRUCTION SITE PERMIT. 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. BY LEGAL,REGULATORY,OR PHYSICAL ACCESS CONSTRAINTS. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE J z SEE(ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATEFOR SITE SPECIFIC INSPECTIONS AND MAINTENANCE REQUIREMENTS. CONTRACTOR AND KEPT ON SITE WITH THE SWPPP )PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS Q O J c� EROSION PREVENTION (PART IV.B): POLLUTION PREVENTION MANAGEMENT (PART Iv.F): > p PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT J J H z THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE; O THE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATE CONSTRUCTION PHASING,VEGETATIVE BUFFER STRIPS,HORIZONTAL SLOPE STORM WATER MANAGEMENT SYSTEM GRADING,AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION,SO THAT THE INSPECTION AND MAINTENANCE REQUIREMENTS OF PART IV.E.ARE COMPLIED WITH. SOLID WASTE:COLLECTED SEDIMENT,ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS,PAPER,PLASTIC,FABRIC,CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER Q 0 THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED(E.G.WITH FLAGS,STAKES,SIGNS,SILT FENCE ETC.)ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MINNESOTA POLLUTION CONTROL AGENCY(MPCA)DISPOSAL REQUIREMENTS. PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS.THE J PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. W ; 00 ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT NO LATER THAN THE END OF THE NEXT WORK DAY WHEN HAZARDOUS MATERIALS:OIL,GASOLINE,PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT,TO PREVENT SPILLS, - EARTH-DISTURBING ACTIVITIES WILL CEASE FOR AT LEAST 14 DAYS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT,CLAY OR ORGANIC COMPONENTS(E.G.,CLEAN LEAKS OR OTHER DISCHARGE.RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM.STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): J W AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES,SAND STOCKPILES)AND THE CONSTRUCTED BASE COMPONENTS OF ROADS,PARKING LOTS AND SIMILAR BE IN COMPLIANCE WITH MPCA REGULATIONS. a W SURFACES ARE EXEMPT FROM THIS REQUIREMENT BUT MUST COMPLY WITH PART IV.C.5. CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: W > EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE.RUNOFF MUST BE CONTAINED AND WASTEWATER ATTACHMENT A.CONSTRUCTION SWPPP TEMPLATE-SITE SPECIFIC SWPPP DOCUMENT LLl J Q SOILS WITHIN 200 FEET OF A PUBLIC WATER(AS DESIGNATED BY THE MINNESOTA DNR)MUST BE STABILIZED WITHIN 24 HOURS DURING FISH SPAWNING TIMES. PROPERLY DISPOSED OF.NO ENGINE DEGREASING IS ALLOWED ON SITE. ATTACHMENT B.CONSTRUCTION STORMWATER INSPECTION CHECKLIST z LLI ATTACHMENT C.MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS w J THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE,OR CONCRETE WASHOUT:ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK PROOF CONTAINMENT FACILITY OR ATTACHMENT D:STORMWATER MANAGEMENT REPORT-ON FILE AT THE OFFICE OF PROJECT ENGINEER.AVAILABLE UPON REQUEST. = Q DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE,OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. IMPERMEABLE LINER.A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER THE GROUND IS CONSIDERED AN IMPERMEABLE LINER.THE LIQUID AND ATTACHMENT E:GEOTECHNICAL EVALUATION REPORT-ON FILE AT THE OFFICE OF PROJECT ENGINEER.AVAILABLE UPON REQUEST. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. SOLID WASTES MUST NOT CONTACT THE GROUND,AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES z MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE 04 J STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.CONCRETE WASHOUT MAY ALSO OCCUR OFF SITE ACCORDING TO THE APPROPRIATE REGULATIONS. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: 00 SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. ti FUELING OPERATION PLAN:ALL FUELING SHALL TAKE PLACE AT THE DESIGNATED FUELING LOCATION AND ACCORDING TO BEST PRACTICES FOR SITE FUELING OPERATIONS AS 0 TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM(WITH PROPERLY DESIGNED ROCK DITCH CHECKS,BIO ROLLS, CD TO MINIMIZE THE POTENTIAL FOR SPILLS. THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE 00 SILT DIKES ETC.)DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. ti SYSTEM. SPILL PREVENTION PLAN:ALL SPILLS SHALL BE IMMEDIATELY CLEANED UP AFTER DISCOVERY. THE SITE SUPERINTENDENT,WHO IS RESPONSIBLE FOR DAY-TO-DAY ONSITE U CONSTRUCTION OPERATIONS WILL BE THE SPILL PREVENTION COORDINATOR AND WILL BE RESPONSIBLE FOR IMPLEMENTING CLEAN UP PROCEDURES, POSTING CLEAN UP W PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. RECOMMENDATIONS,AND ENSURING PROPER CLEAN UP TRAINING OF APPROPRIATE PERSONNEL. PROJECT NARRATIVE; 0 tY d SEED NOTES (PART III.A.4.A): SANITARY AND SEPTIC WASTE:SANITARY/SEPTIC FACILITIES SHALL BE PROVIDED AND MAINTAINED IN A NEAT AND SANITARY CONDITION, FOR THE USE OF THE CONTRACTOR'S PROJECT IS A REDEVELOPMENT OF AN EXISTING APARTMENT SITE.THE EXISTING PARKING LOT WILL BE REMOVED AND A NEW APARTMENT EMPLOYEES.A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS WILL COLLECT SANITARY WASTE FROM PORTABLE UNITS. BUILDING AND PARKING LOT WILL BE CONSTRUCTED. SITE AND LANDSCAPE IMPROVEMENTS WILL OCCUR. I HEREBY CERTIFY THAT THIS PLAN, ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. SPECIFICATION,OR REPORT WAS FINAL STABILIZATION (PART IV.G): SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED); PREPARED BY ME OR UNDER MY DIRECT GENERAL RECOMMENDATIONS: SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE ACCORDING THE DEFINITIONS IN THE NPDES GENERAL PERMIT PART IV SECTION G.THE CONTRACTOR NOT REQUIRED UNDER THE LAWS OF THE STATE OF MUST SUBMIT A NOTICE OF TERMINATION(N.O.T.)WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE OR WITHIN 7 DAYS AFTER SELLING THE SITE OR PORTION OF THE MINNESOTA. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SITE(THAT HAS NOT UNDERGONE FINAL STABILIZATION)TO ANOTHER PARTY.A COPY OF THIS NOTICE OF TERMINATION/PERMIT MODIFICATION FORM MUST GO TO THE NEW PERMANENT STABILIZATION NOTES SITE SPECIFIC: OWNER.THE ORIGINAL CURRENT OWNER MUST PROVIDE A SWPPP TO THE NEW OWNER THAT SPECIFICALLY ADDRESSES THE REMAINING CONSTRUCTION ACTIVITY.SEE THE SEED SWPPP PLAN SHEETS AND SWPPP NARRATIVE(ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE)AND SWPPP PLAN SHEETS FOR FINAL STABILIZATION MEASURES PERMANENT SEED MIX • TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112(WINTER WHEAT COVER CROP)FOR WINTER AND 21-111 (OATS COVER CROP)FOR SPRING/SUMMER APPLICATIONS. a FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. '/�Ma hew R. Pavek BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. •• AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST)AT 35 LBS PER DATE 04/11/16 LICENSE No. 44263 ACRE. MULCH •• DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL)AT 40 LBS PER ACRE. ISSUE/SUBMITTAL SUMMARY • IMMEDIATELY AFTER SEEDING,WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION.MULCH SHALL BE APPLIED • MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. AT 90%COVERAGE(2 TONS PER ACRE OF STRAW MULCH) DATE DESCRIPTION SLOPES 04/11/16 CITY SUBMITTAL • 3:1 (HORIZ/VERT.)OR FLATTER MUCH SHALL BE COVERED WITH MULCH • SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. • SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. SEDIMENT CONTROL (PART IV.C): SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. a. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM(E.G.,DITCHES WITH ROCK CHECK DAMS)REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. REVISION SUMMARY b. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED,ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS MUST BE INSTALLED TO ELIMINATE THE OVERLOADING,AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN PART III.A.4,A.THROUGH C. DATE DESCRIPTION c. IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES,THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING,OR SWPPP - NARRATIVE PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER,SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN(STREET FLOODING/FREEZING)HAS BEEN IDENTIFIED AND THE PERMITTEE(S)HAVE RECEIVED WRITTEN CORRESPONDENCE FROM THE JURISDICTIONAL AUTHORITY(E.G.CITY/COUNTY/TOWNSHIP/MNDOT ENGINEER)VERIFYING THE SW1 ■ (CROVRO sRote ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT (M f3 QD U p 4931 W.35TH ST.SUITE 200 ST. LOUIS PARK,MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver -�i vJ � z� Li vilSite Civil Site _ _ Civ Idslt 763 213-3944 952-250-2003 R C> U P � G R C3 L1 P 1r_ R <3 u P G R O U P TM Dates of construction{Briefly describe where construction activity occurs. Include address if available.} General Site Information (III.A) N/A Construction start date: 9116 Estimated completion date: 9117 1. Describe the location and type of all temporary and permanent erosion prevention and sediment control Best Management 9. Identify adjacent public waters where the Minnesota Department of Natural Resources(DNR)has declared"work in water Practices(BMPs).Include the timing for installation and procedures used to establish additional temporary BMPs as restrictions"during fish spawning timeframes Minnesota Pollution Attachment A: General Construction Project Information necessary.(III.A.4.a) N/A Control Agency THE PROJECT WILL BE PROTECTED BY TWO(2)MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. SWPPP Site S peci fie Document Describe the construction activity(what will be built, general timeline,etc}: THE PROJECT WILL BE THE CONSTRUCTION 520 Lafayette Road North THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS Selection of a Permanent Stormwater Management System IIID. St.Paul,MN 55155-4194 OF A MULTIFAMILY APARTMENT BUILDING. y { ) Stormwater Pollution Prevention Plan [SWPPP] NECESSARY.INLET PROTECTION DEVICES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY To comply with the General Stormwater Permit for Construction Activity Describe soil types found at the project: THE EXISTING SOILS AT THE SITE ARE PRIMARILY SANDS. 1. Will the project create a new cumulative impervious surface greater than or equal to one acre? [_]Yes ®No OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE.AS THE PROJECT PROGRESSES Doc TypeStormwaterPo!lution Prevention Plan If yes,a water quality volume of one inch of runoff from the cumulative new impervious surfaces must be retained on site(see ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED. Part IIID of the permit)through infiltration unless prohibited due to one of the reasons in Part III.D.i.j.If infiltration is prohibited identify other method of other volume reduction(e.g.,filtration system,wet sedimentation basin, regional ponding or Site Location map - Attach maps(U.S.Geologic Survey 7.5 minute quadrangle,National Wetland Inventory maps or Construction Activity Information equivalent)showing the location and type of all receiving waters,including wetlands,drainage ditches,stormwater ponds 2• Attach to this SWPPP a table with the anticipated quantities for the life of the project for all erosion prevention and sediment equivalent method control BMPs(III.A.4.b) or basins,etc.that will receive runoff from the project.use arrows showing the direction of flow and distance to the water Project name: APPLE VILLA body SEE PAGE SV111.3 2. Describe which method will be used to treat runoff from the new impervious surfaces created by the project(III.D): Project location(Briefly describe where construction activity occurs.Include address if available.) 3. Attach to this SWPPP a site map that includes the following features{III.A.3.b-f}: Address or describe area: 7800 WHITNEY DRIVE fi ;; _ Existing and final grades,including dividing lines and direction of flow for all pre and post-construction stormwater + Infiltration/Filtration sedimentation basin runoff drainage areas located within the project limits. • Regional ponds City or Township: APPLE VALLEY MN Zip code: 55124 ¢ _ ;, Locations of impervious surfaces and soil types. + Combination of practices ` J • Locations of areas not to be disturbed. LatiiudeAongitude of approximate centroid of project: LAT:44.726059 LONG:-93.22181 of phased Include all calculations and design information for the method selected.See Part II I.D of the permit for specific requirements Location of areas ed construction Method of collection of latitudellongitude: t=a All surface waters and existing wetlands within one mile from the project boundaries that will receive stormwater associated with each method. runoff from the site(identifiable on maps such as USGS 7.5 minute quadrangle maps or equivalent).Where -1 GPS ®Online tool ❑USGS Topographic map ' \ INFILTRATIONIFILTRATION �� ,' surface waters receiving runoff associated with construction activity will not fit on the plan sheet,they must be All cities where construction will occur: APPLE VALLEY identified with an arrow,indicating both direction and distance to the surface water. Calculations are within the Site Storm Water management Report and part of this SWPPP as Attachment D. All counties where construction will occur: DAKOTA Methods to be used for final stabilization of all exposed soil areas. 3. If it is not feasible to meet the treatment requirement for the water quality volume,describe why.This can include proximity to 4. Were stormwater mitigation measures required as the result of an environmental, archaeological,or other required local, bedrock or road projects where the lack of right of way precludes the installation of any permanent stormwater management All townships where construction will occur: y _ g q g q practices. Describe what other treatment,such as grasses swales,smaller ponds, or grit chambers,will be implemented to state,or federal review of the project? El Yes ®No treat runoff prior to discharge to surface waters.(III.C) Project size(number of acres to be disturbed): 2.5 ;u - If yes, describe how these measures were addressed in the SWPPP.(III.A.6.) r N/A Project type: IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME. ' S. Is the project located in a karst area such that additional measures would be necessary to protect drinking water supply4. For projects that discharge to trout streams, including tributaries to trout streams,identify method of incorporating temperature ® Residential ❑Commerciallindustrial ❑ Road construction <� •9M4E8 '- p l ry p g controls into the permanent stormwater management system. management areas as described in Minn.R.chapters 7050 and 7060? [1 Yes ❑No El Residential and road construction 71 Other{describe}: �i ,A �a�. I L"­ � If yes, describe the additional measures to be used.(III.A.7.) N/A LAI Cumulative impervious surface: N/A k Existing area of impervious surface: 1.6 (to then earest tenth acre) 6. Does the site discharge to a calcareous fen listed in Minn. R.7050.0180,subp.6.b.? ❑Yes ❑No Erosion Prevention Practices (IV.B) , r Post construction area of impervious surface: 2.3 {to the nearest tenth acre} If yes, a letter of approval from the Minnesota Department of Natural Resources must be obtained prior to application for Describe the types of temporary erosion prevention BMPs expected to be implemented on this site during construction: Total new area of impervious surface: 0.7 to the nearest tenth acre this permit.{Part I B.6 and Part III.A.8) N O p { } . 1. Describe construction phasing,vegetative buffer strips, horizontal slope grading,and other construction practices to minimize 7. Does the site discharge to a water that is listed as impaired for the following pollutant{s}or stressor(s):phosphorus, erosion. Delineate areas not to be disturbed(e.g.,with flags, stakes,signs,silt fence, etc.)before work begins. LO N Receiving waters ` i` ' ' •- =' turbidity,dissolved oxygen or biotic impairment? Use the Special and Impaired Waters Search Tool at: LO www.pea.state.mn.uslwaterlstormwaterlstormwater-c.html. ❑Yes ❑No SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE. z w Type Special water? Impaired Water?** If no,skip to Training. 2. Describe Methods of temporarily stabilizing soils and soil stockpiles(e.g., mulches,hydraulic tackifiers, erosion blankets,etc.): (ditch,pond, etland,lake, (See Stormwater Permit (See Stormwater Permit Z Water body ID* Name of water body stream,river] Appendix Aa Appendix Ai Does the impaired water have an approved Total Maximum Daily Loads(TMDL)with an Approved Waste Load Allocation TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, LAC LAVON LAKE [-]Yes ®No [-]Yes ®No for construction activity? E]Yes Yes ®NW WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. ., [_1Yes [_1No ❑Yes [_1If yes:No 3. Describe Methods of dissipating velocity along stormwater conveyance channels and at channel outlets(e.g., check dams, J z ❑Yes ❑No ❑Yes ❑No a. List the receiving water,the areas of the site discharging to it,and the pollutant(s)identified in the TMDL. sediment traps, rip rap, etc.): Q O 0 E]Yes E]No El Yes El No b. List the BMPs and any other specific construction stormwater related implementation activities identified in the SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL OUTLETS. J > O TMDL. Water Bod identification !D m ht not be avala6 e for a!!waterbodres Use the 5 etre!and Impaired Wafers Search Too!at 4. Describe Methods to be used for stabilization of ditch and swale wetted perimeters Note that mulch hydraulic soil tackifiers 1 J p p P { Y J LU Z If the site has a discharge point within one mile of the impaired water and the water flows to the impaired water but no hydromulches,etc.are not acceptable soil stabilization methods for any part of a drainage ditch or swale) J - lmparred water for the following po!lufant(s)of sfressor(s) phosphorus, turbidity,dissolved oxygen, orbiot;c impairment specific BMPs for construction are identified in the TMDL, the additional BMPs in Appendix A(C.1, C.2,C.3&(C.4-trout ri FINAL STABILIZATION OF SWALES WILL BE SOD. stream))must be added to the SWPPP and implemented.(II I.A.7).The additional BMPs only apply to those portions of the O project that drain to one of the identified discharge points. 5. Describe Methods to be used for energy dissipation at pipe outlets(e.g., rip rap,splash pads,gabions,etc. Q O www.pca.state.mn.us 651.296.6300 800-657-3864 TTY 651-282-5332 or 800.657.3864 Available in alternative formats www.pca.state.mn.us 651-296-6300 • 800-657-3864 TTY 651-282-5332 or 800-657.3864 Available in alternative formats www.pca.state.mn.us 651.296-6300 800.657-3864 TTY 651-282-5332 or 800-657-3864 Available in alternative formats www.pca.state.mn.us 651-296-6300 800-657-3864 TTY 651.282-5332 or 800-657-3864 Available in alternative formatsJ wq-strm2-12 • 4113109&8116113 Page 1 of 7 wq-strm2-12 4113109&8116113 Page 2 of 7 wq-strm2-12 4113109&8116113 Page 3 of 7 wq-strm2-12 • 4113109&8116113 Page 4 of 7 LU w m J o CD U) a W > a LU J Q 1LIJ i 'iS'te -1 Z!e Civi I C) ce p G R O U P RIP RAP WILL BE UTILIZED AT PIPE OUTLETS. 9. Is the project required to install a temporary sediment basin due to 10 or more acres draining to a common location or 5 acres STORMWATER INSPECTION CHECKLIST." N 6. Describe Methods to be used to promote infiltration and sediment removal on the site prior to offsite discharge,unless or more if the site is within 1 mile of a special or impaired water? ❑Yes E No N00 J infeasible(e.g.,direct stormwater flow to vegetated areas): If yes,describe(or attach plans)showing how the basin will be designed and constructed in accordance with Part III.0 of the Pollution Prevention Management Measures (IV.F) permit. r DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILZED. 1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater: OO r NIA ALL BUILDING PRODUCTS WILL BE SEALED AND STORED INA MANNER TO MINIMIZE EXPOSURE. CD 2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers,treatment chemical,and landscape materials: ~ 7. For drainage or diversion ditches,describe practices to stabilize the normal wetted perimeter within 200 lineal feet oftheALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE. LU property edge or point of discharge to surface water.The last 200 lineal feet must be stabilized within 24 hours after Dewatering and Basin Draining (IV.D) connecting to surface waters and construction in that portion of the ditch has temporarily or permanently ceased for all 0 discharges to Special, Impaired or`work in water restrictions".All other remaining portions of the temporary or permanent 1. Will the project include dewatering or basin draining? ElYes ®No ditches or swales within 14 calendar days after connecting to a surface water,property edge and construction in that area has 0- temporarily temporarily or permanently ceased. If yes,describe measures to be used to treat/dispose the ipermi of turbid or sediment-laden water and method to prevent erosion or 3. Describe practices for storage and disposal of hazardous materials or toxic waste(e.g.,oil, fuel,hydraulic fluids, paint scour of discharge points{see Part IV.D of the permit}: solvents,petroleum-based products,wood preservative, additives,curing compounds,and acids)according to Minn. R.ch. I HEREBY CERTIFY THAT THIS PLAN, NIA-NO DITCHES ON SITE 7045,including restricted access and secondary containment: SPECIFICATION,OR REPORT WAS 8. Describe additional erosion prevention measures that will be implemented at the site during construction(e.g.,construction ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE PREPARED BY ME OR UNDER MY DIRECT phasing,minimizing soil disturbance,vegetative buffers, horizontal slope grading,slope draining/terracing, etc.): SUPERVISION AND THAT I AM A DULY OTHER EROSION CONTROL PRACTICES INCLUDE BUT NOT LIMITED TO;MINIMIZE SITE EXPOSURE WHEN 2• Will the project include use of filters for backwash water? ❑Yes R1 No LAWS. LICENSED PROFESSIONAL ENGINEER Ifyes,describe how filter backwash water will be managed on the site or properly disposed(see Part III.D.3.ofthe permit): 4. Describe collection, storage and disposal of solid waste in compliance with Minn.R.ch.7035: UNDER THE LAWS OF THE STATE OF POSSIBLE. MINNESOTA. ALL CONSTRUCTION DEBRIS AND SOLID WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING 9. If applicable,include additional requirements in Appendix A Part C.3 regarding maintaining a 100-foot buffer zone or installing TO LOCAL AND STATE LAWS. redundant BMPs for portions of the site that drain to special waters). NIA Additional BMPs for Special Waters and Discharges to Wetlands (Appendix A, Parts C and D) 5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R.ch. 7040: 10. If applicable,describe additional erosion prevention BMPs to be implemented at the site to protect planned infiltration areas 1. Special Waters. Does your project discharge to special waters? ❑Yes ®No Ma hew R. Pavek SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS SATE 04/11/16 LICENSE NO. 44263 MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREA. 2. If proximity to bedrock or road projects where the lack of right of way precludes the installation of any of the permanent NEEDED BY THE PROVIDER. stormwater management practices,then other treatment such as grassed swales,smaller ponds, or grit chambers is required prior to discharge to surface waters.Describe what other treatment will be provided. 6. Describe spill prevention and response for fueling and equipment or vehicle maintenance: ISSUE/SUBMITTAL SUMMARY Sediment Control Practices (IV.C) Describe the methods ersediment control BMNIA EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS.VEHICLES AND EQUIPMENT DATE DESCRIPTION of Ps to be implemented at this site during construction to minimize sediment 3. Describe erosion and sediment controls for exposed soil areas with a continuous positive slope to a special waters, and SHALL BE CHECKED FOR LEAKS. impacts to surface waters,including curb and gutter systems 04/11/16 CITY SUBMITTAL temporary sediment basins for areas that drain five or more acres disturbed at one time. 1. Describe Methods to be used for down gradient perimeter control: 7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site: NiA SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE. ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE. 4. Describe the undisturbed buffer zone to be used(not less than 100 linear feet from the special water). 2. Describe Methods to be used to contain soil stockpiles: 8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground: NiA SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY. ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE. 5. Describe how the permanent stormwater management system will ensure that the pre and post project runoff rate and volume 3. Describe Methods to be used for storm drain inlet protection: from the 1, and 2-year 24-hour precipitation events remains the same. SEE INLET PROTECTION DETAILS. NIA Final Stabilization (IV.G) 6. Describe how the permanent stormwater management system will minimize an increase in the temperature of trout stream 1. Describe method of final stabilization(permanent cover)of all disturbed areas: 4. Describe Methods to minimize vehicle tracking at construction exits and street sweeping activities: p 9 Y Y p receiving waters resulting in the 1, and 2-year 24-hour precipitation events. FINAL STABILIZATION WILL BE ACOMPLISHED WITH PAVEMENT,SOD AND LANDSCAPE MATERIALS. THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE. 5. Describe Methods, If applicable,additional sediment controls(e.g., diversion berms)to be installed to keep runoff away from NiA 2. Describe procedures for completing Final stabilization and terminating permit coverage(see Part IV.G.1-5): planned infiltration areas when excavated prior to final stabilization of the contributing drainage area: 7. Wetlands. Does your project discharge stormwater with the potential for significant adverse impacts to a wetland(e.g., UPON FINAL STABILIZATION DESCRIBED ABOVE, THE CONTRACTOR AND OWNER SHALL MUTUALLY TRANSFER conversion of a natural wetland to a stormwater pond)? F1 Yes V1 No SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS. THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OF TERMINATION REVISION SUMMARY If Yes,describe the wetland mitigation sequence that will be followed in accordance with Part D of Appendix A. 6. Describe methods to be used to minimize soil compaction and preserve top soil{unless infeasible}at this site: PROCEDURE. DATE DESCRIPTION NIA LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED. 7. Describe plans to preserve a 50-foot natural buffer between the project's soil disturbance and a surface water or plans for Documentation of infeasibility: (If Applicable) redundant sediment controls if a buffer is infeasible: Inspections and Maintenance (IV.E) DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND.PROJECT WILL NOT DISTURB WITHIN 200 Describe procedures to routinely inspect the construction site: FEET OF WETLAND. • Once every seven(7)days during active construction and, + Within 24 hours after a rainfall event greater than 0.5 inches in 24 hours, and within seven(7)days after that. 8. Describe plans for use of sedimentation treatment chemicals{e.g.,polymers, flocculants, etc.}see Part IV.C.10 of the permit: Inspections must include stabilized areas,erosion prevention and sediment control BMPs, and infiltration areas. NIA INSPECTOR WI LL FOLLOW REOU IREM ENTS SPECIFIED ABOVE AND FI LL OUT"ATTACHMENT B-CONSTRUCTION SWPPP - www.pca.state.mn.us • 651-296-6300 . 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats www.pca.state.mn.us . 651-296-6300 • 800-657-3864 • TTY651-282-5332 or 800-657-3864 • Available in alternative formats www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 Available in alternative formats ATTACHMENTS wq-strm2-12 • 4113109&8116113 Page 5 of 7 wq-strm2-12 • 4113109&8116113 Page 6 of wq-strm2-12 • 4113109&8116113 Page 7 of SW1 ■ ATTACHMENT B: SWPPP INSPECTION FORM ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM (CROVRO sRote 4931 W.35TH ST.SUITE 200 ST. LOUIS PARK,MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver kd IL � 763 213-3944 952-250-2003 R C3 U P _ G R C3 U P G R O U P . 6. Do pipe outlets have energy dissipation? ❑ ❑ ❑ Comments: ATTACHMENT C Oftnd Minnesota Pollution STORM WATER MANAGEMENT Control Agency FACILITY MAINTENANCE SCHEDULE 524 Lafayette Road North ATTACHMENT B St.Paul,MN 55155-4194 Construction Stormwater 1 . All grit chambers, sump catch basins, sump manholes, outlet structures, culverts, outfall structures and other storm water facilities for which Inspection Checklist Sediment Control Requirement (Part IV.C.) maintenance requirements are not otherwise specified herein must be inspected Construction Stormwater Program Yes No NA in the spring, summer and fall of each year. Within 30 days of the inspection Doc Type:Permittwg cneckrisr 1. Perimeter control installed on all down gradientperimeters? ❑ ❑ ❑ date, all accumulated sediment and debris must be removed such that each Note:This inspection report does not address all aspects of the National Pollutant Discharge Elimination System/State Disposal 2. Perimeter control trenched inwhere appropriate? ❑ ❑ ❑ storm water facility operates as designed and permitted. Contributing drainage System NPDES/SDS Construction Stormwater permit Permit issued on August 1,2013.The completion of this checklist does not areas must be kept clear of litter and vegetative debris, inflow pipes and y { } p (Permit)� g p 3. 50 Foot-natural buffer maintained around all surface waters? ❑ ❑ ❑ guarantee that all permit requirements are in compliance;it is the responsibility of the Permittee(s)to read and understand theoverflow spillways kept clear, Inlet areas kept clean,and undesirable vegetation permit requirements. If No,have redundant sediment controls been installed? El ❑ ❑ removed. Erosion impairing the function or integrity of the facilities, if any, will 4. Inlet protection on all catch basins and culvert inlets? El El El 5. Vehicle tracking Best Management Practices BMPs at all site exits? Ll F1 Ll be corrected, and any structural damage impairing orthreatening to impair the Facility Information 6. All tracked sediment removed within 24 hours? function of the facilities must be repaired. El F-1 El Site name: APPLE VILLA 7. Are all infiltrations stems staked and marked to avoid compaction? ❑ ❑ ❑ Facility address: 7800 WHITNEY DRIVE Permit number: 8. Are all infiltration areas protectedwith a pretreatment device? ❑ ❑ ❑ 2. Volume Control facilities and Contributing drainage areas must be City: APPLE VALLEY State: MN Zip code: 55124 9. Do all stockpiles have perimetercontrol? ❑ ❑ ❑ inspected every three months during the operational period (between spring Comments: snowmelt and first substantial snowfall)and monitored after rainfall events of 1 Inspection Information inch or more to ensure that the contributing drainage area is clear of litter and Inspector name: Phone number: debris, inflow pipes and overflow spillways are clear, inlet areas are clean, Date(mmldd/yyyy): Time: 71 am F-1 pm undesirable vegetation is removed and there is no erosion impairing or Is the inspector certified in sediment and erosion control and it is documented in the Stormwater Pollution Prevention Plan threatening to impair the function of facility. If sediment has accumulated in a (SVVPPP)? ❑Yes ❑No infiltration feature,within 30 days of inspection deposited sediments must be Is this inspection routine or in response to a storm event: Maintenance-Erosion and Sediment Control BMPs (Part IV.E.) removed, the infiltration capacityof the underlying soils must be restored, and Rainfallamount(if applicable): Yes No NA any surface disturbance must be stabilized. Inspection must ensure that Is site within one aerial mile of special or impaired water? 1. Are all previously stabilized areas maintaining 90% round cover? ❑ ❑ ❑ N p p El ❑No sediment traps and forebays are trapping sediment and that more than 50 If es, follow Appendix A and other applicable permit requirements. 2. An ditch erosion observed? ❑ ❑ ❑ T_ O y pp pp p q percent of storage volume remains,the contributing drainage area is stable LO N 3. Perimeter Control-Has sediment reached one half the height of the device? ❑ ❑ ❑ (i.e., no erosion Is observed), and inlets and outlet/overflow spillways are in L0 Note: If NA is selected at anytime,specify why in the comment area for that section. 4. Are inlet protection devices maintained and functioning ro erl ? ❑ ❑ ❑ good conditions with no erosion. Maintenance techniques used must protect the Z L0 Comments: infiltration capacity of the practice by limiting soil compaction to the greatest Z Erosion Control Requirement (Part IV.B) extent possible(e.g., by using low-impact earth-moving equipment). 2 Yes No NA J Z a 1. Soil stabilization where no construction activity for 14 days? 7 days were applicable) ❑ F-13. Underground storage chambers must be inspected at least once a J O O❑ J Q O � 2. Has the need to disturb steep El F-1 F-1sloes been minimized? year to ensure that adequate storage capacity remains. Capacitywillbe considered inadequate if sediment has decreased the storage volume by 50 J LU Z 3. All ditches stabilized 200'back from point of discharge within 24 hours?(Not mulch Ll L1 Ll Other J 4. Are there erosion BMP's for onsite stockpiles? ❑ ❑ ❑ Yes No NA 5. Are appropriate BMP's installed protecting inlets/outlets? ❑ ❑ ❑ 1. Are all materials that can leach pollutants undercover? ❑ ❑ ❑ 1 > Q O www.pca.state.mn.us 651.296.6300 800-657-3864 TTY 651-282-5332 or 800.657.3864 • Available in alternative formats www.pca.state.mn.us • 651-296-6300 • 800-657-3864 TTY 651-282-5332 or 800-657.3864 Available in alternative formats J wq-strm2-36 • 314114 Page 1 of 4 wq-strm2-36 • 314114 Page Z of 4 LU w � m J o CD U) a Civilbite IL WW > 1�T"ISit IC.. lVIUS1te UJ G R Co U P Q = W a G R Co U P G R O U P > Q 2. Has access been restricted to onsite hazardous materials? ❑ ❑ ❑ 15. Description of areas of non-compliance noted during the inspection,required corrective actions,and recommended date of N ' 3. Does on-site fueling only occur in a contained area? ❑ ❑ ❑ completion of corrective actions: percent of its original design volume. Accumulated debris and sediment will be ( J 4. Are all solid wastes being properly disposed of? ❑ ❑ ❑ removed, and inlet and outlet structures will be cleared of any flow I� 5. Is the concrete washout area completely contained? ❑ ❑ ❑ im pediments. 00 C� 6. Is the concrete washout area marked with a sign? ❑ ❑ ❑ 00 Comments: 16. Proposed amendments to the SVVPPP: U W O 7. Were any discharges seen during this inspection,sediment,water, or otherwise? ❑Yes ❑No 17. Potential areas of fixture concern: I HEREBY CERTIFY THAT THIS PLAN, If yes,state the exact location of all points of discharge. Photograph the discharge and describe the discharge(color,odor, SPECIFICATION,OR REPORT WAS foam,oil sheen,etc).How will it be removed?How did the discharge happen?How much was discharged?How will it be PREPARED BY ME OR UNDER MY DIRECT stopped,and how long will it take to stop?Is the discharge going into an adjacent site?Was the discharge a sediment delta?If SUPERVISION AND THAT I AM A DULY yes,will the delta be recovered within 7 days? LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 18. Additional comments: _Z�& 8. Will a permanent stormwater management system be utilized in this project as required and in accordance with Part III.D of the Ma hew R. Pavek permit?Describe: DATE 04/11/16 LICENSE NO. 44263 Disclosures: ISSUE/SUBMITTAL SUMMARY • After discovery,the permit requires many of the deficiencies that may be found in this checklist be corrected within a DATE DESCRIPTION 9. Is any dewatering occurring on site? ❑Yes ❑No specified period of time.See permit for more details. 04/11/16 CITY SUBMITTAL • This inspection checklist is an option for small construction sites.Large construction sites and linear projects require more Ifyes,where?What BMP is being used?How much water is being dewatered?Isthe water clear?Where isthe water being extensive/more location specific inspection requirements. discharged to? The Permittee(s)is/are responsible for the inspection and maintenance of temporary and permanent water quality management BMP's as well as erosion prevention and sediment control BMPs until another Permittee has obtained coverage under this Permit according to Part II.B.5., or the project has undergone Final Stabilization and a Notice of Termination has been submitted to the MPGA. 10. Is a copy of the SWPPP located on the construction site? ❑Yes ❑No 11. Has the SWPPP been followed and implemented on site? ❑Yes ❑No 12. Is a sedimentation basin required for this project as specified in the permit? ❑Yes ❑No If yes, are they maintained as specified in the permit? ❑Yes ❑No 13. Is the topsoil on this project being preserved? ❑Yes ❑No If yes, explain how the topsoil is being preserved.If not,explain why it was infeasible. REVISION SUMMARY DATE DESCRIPTION 14. Are all infiltration systems marked to avoid compaction? ❑Yes ❑No Do all infiltration areas have pretreatment devices? ❑Yes ❑No z SWPPP - www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats www.pca.state.mn.us • 651-296-6300 800-657-3864 TTY651-282-5332 or 800-657-3864 Available in alternative formats ATTACHMENTS wq-strm2-36 • 314114 Page 3 of 4 wq-stnn2-36 • 314114 Page 4 of 4 SW1 ■ EXHIBIT D STORM WATER POND AND INFILTRATION BASIN CONSTRUCTION AND MAINTENANCE AGREEMENT This AGREEMENT is made by and between Delegard Apple Villa Properties, LLC, a Minnesota limited liability limited company (the "Owner"), and the City of Apple Valley, a Minnesota municipal corporation (the "City"). The Owner and the City shall jointly be referred to as the "Parties." WHEREAS, the Owner is the fee owner of real property legally described as follows: Lot 1, Block 1, Apple Villa 2nd Addition, according to the recorded plat thereof, Dakota County, Minnesota (the "Property"); WHEREAS, the City Council approved a site plan and authorized a building permit for improvements upon the Property. The building permit authorization is subject to a number of conditions as set forth in the City Council's Resolution No. 2017 - ,which includes, but is not limited to, the requirement that all construction and site improvements be in conformance with the approved site plan (the "Site Plan"), and in conformance with City Code. The Site Plan is attached hereto as Exhibit "A" and incorporated herein; WHEREAS, the Site, in accordance with the City Code, requires the Owner to install and maintain an infiltration basin on a portion of the Property as depicted on the Site Plan; WHEREAS, the City requires the Owner to install a pond and infiltration basin in accordance with the approved plans and specifications, including but not limited to the following plans prepared by Civil Site Group, attached hereto as Exhibits and incorporated herein. Exhibits A - F shall be collectively referred to as the "Specifications"; 1 Exhibit A Sheet C2.0 Site Plan Dated: 4/11/16 Exhibit B Sheet C1.0 Removals Plan Dated: 4/11/16 Exhibit C Sheet C3.0 Grading Plan Dated: 4/11/16 Exhibit D Sheet C4.0 Utility Plan Dated: 4/11/16 Exhibit E Sheet L1.0 Landscape Plan Dated: 08/31/16 Exhibit F Sheets SW1.0— 1.5 Stormwater Plan Dated: 4/11/16 WHEREAS, the purpose of installing and maintaining an infiltration basin is on-site storm water management and to promote the water quality and volume control of the City's water bodies; WHEREAS, the Owner and the City desire to make certain mutual provisions to memorialize the allocation of responsibilities and obligations for the construction and maintenance of the pond and infiltration basin, as between the Parties, on the terms and conditions hereinafter set forth; and NOW, THEREFORE, in consideration of the foregoing recitals, and the covenants and agreements on the part of each Party to the other, as hereinafter set forth, the Parties agree as follows: 1. Construction and Maintenance. 1.1 Infiltration Capacity Defined. The infiltration basin shall infiltrate 10,240 cubic feet of storm water runoff with no standing water remaining 48 hours after completion of a rain event (the "Infiltration Capacity"). 1.2 Construction Requirements. The infiltration basin shall be constructed and maintained in accordance with the Specifications. 1.3 Maintenance Obligation. The Owner shall maintain and repair, when necessary, the infiltration basin in accordance with the terms and conditions set forth in this Agreement. If at any time the infiltration basin fails to conform to the standards and the Specifications set forth herein, including, but not limited to, the Infiltration Capacity, the Owner shall immediately correct the non-conformance in accordance with a City-approved remediation plan and schedule. The Owner shall submit to the City a proposed remediation plan and schedule to repair the infiltration basin to the standards set forth herein. If the City approves the proposed remediation plan and schedule, the Owner shall perform the remediation in compliance therewith. 1.4 Snow and Leaves Removal and Prohibited Storage. The Owner shall sweep clean the driveway and parking area on the Property in April or May each year to remove from the Property all sand and salt deposited on the driveway and parking area. The Owner shall remove all tree leaves from the Property after they fall to the ground in October or November each year. The Owner shall not deposit or store snow within the infiltration basin. 2 1.5 Personal Property or Debris Storage Prohibited. The Owner shall not deposit or store any personal property or debris, litter, or other objects within the infiltration basin and the Owner shall keep the infiltration basin free of any debris, leaves, litter, or other objects. 1.6 Maintenance of Vegetation. The Owner shall maintain and, when necessary, replace the approved vegetation set forth on Exhibit "E." The Owner shall not use any chemicals within the infiltration basin unless first approved by the City and only when necessary for the protection of the infiltration basin or its vegetation. The Owner shall repair any erosion within or surrounding the infiltration basin. 1.7 Maintenance Costs. The Owner shall incur and pay all costs associated with maintaining and repairing the infiltration basin. 2. Inspections. 2.1 Monthly Inspections. The Owner shall conduct monthly inspections of the infiltration basin, at the Owner's sole cost and expense, to ensure the Infiltration Capacity and a healthy plant community is maintained. If necessary, the Owner shall repair the infiltration basin if the Infiltration Capacity or healthy plant community is not in conformance with the standards set forth herein. Repairing landscape and vegetation to maintain a healthy plant community may include replacement of dead or diseased plants, vegetation or mulch and removal of noxious weeds, litter or other debris. 3. Remediation and Waiver of Rights. 3.1 Remediation Plan. If the City determines that the infiltration basin does not conform to the Minimum Infiltration Capacity or any other requirements of the Specifications or this Agreement, the City shall notify the Owner of the deficiency in writing. The Owner shall submit a proposed remediation plan and schedule to the City within thirty (30) days after receipt of such notice. If the proposed remediation plan and schedule are not acceptable to the City, the City shall notify the Owner of the deficiency, and the Owner shall submit a revised plan to the City within fourteen(14) days after receipt of such notice. 3.2 Failure to Repair. If the Owner fails to submit a proposed remediation plan and schedule to the City as prescribed above, or fails to implement a City-approved remediation plan to bring the infiltration basin into compliance with the Infiltration Capacity or Specifications, then at the sole cost and expense of the Owner, the City shall have the right, but no obligation, to prepare a remediation plan for the infiltration basin and complete all work necessary to correct the infiltration basin so as to bring it into compliance with the Infiltration Capacity and Specifications. 3.3 Reimbursement to the City. The Owner shall reimburse the City within thirty (30) days after receipt of an invoice from the City for any and all costs incurred by the City in connection with preparing a remediation plan for the infiltration basin and all work completed by 3 the City to bring the infiltration basin back into compliance with the Infiltration Capacity and Specifications. 3.4 Waiver of Rights. If the Owner does not timely reimburse the City, the City may recover its costs by levying a special assessment against the Property. The Owner, on behalf of itself and its successors and assigns, hereby acknowledges the benefit of such maintenance to the Property and waives any rights to hearings or notice of hearings relating to the levying of any City assessments or the right to contest the assessments under Minnesota Statutes § 429.081. 3.5 Right of Entry. The City shall have the right to enter the property to inspect and to implement the terms of this Paragraph 3. The City shall not be subject to or liable for any claims of trespass by the Owner. 4. Standards for Performance. Any act of construction, maintenance, or repair to be performed under this Agreement shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements. 5. Amendment, Release or Termination. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the provisions of this Agreement shall be effective or may be filed of record unless the City consents to the amendment, release or termination. Such consent must be evidenced by a resolution duly approved by the City Council, or successor body. The Owner, on behalf of itself and its successors and assigns, expressly acknowledges and agrees that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, may withhold or delay consent for any reason or no reason whatsoever, any may condition consent upon such terms as the City deems desirable. The Owner, on behalf of itself and its successors and assigns, further agrees and covenants, consistent with this acknowledgment, not to institute any legal proceedings against the City on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination and to indemnify the City against any expense, including litigation costs, which the City incurs as a result of any violation by that party of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be evidenced by City Council resolution or other format approved by the City Attorney. 6. Duration. This Agreement shall constitute a covenant running with the land and shall be binding upon and inure to the benefit of the Parties, and any and all of their successors and assigns. 7. Recording Agreement. The Owner shall record this Agreement against the Property with the Dakota County Recorder's Office within thirty (30) days of full execution and shall provide the City with verification of recording within ninety (90) day of full execution of this Agreement. 8. Governing Law. The laws of the State of Minnesota shall govern the interpretation, validity, performance, and enforcement of this Agreement. 4 CITY OF APPLE VALLEY Delegard Apple Villa Properties, LLC, a Minnesota limited liability company By: Mary Hamann-Roland By: Curt Delegard Its: Mayor Its: Manager By: Pamela J. Gackstetter Its: City Clerk STATE OF MINNESOTA ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2017, by Curt Delegard, the Manager of Delegard Apple Villa Properties, LLC, a Minnesota limited liability company, on behalf of the limited liability company. Notary Public STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this day of 2017,by Mary Hamann-Roland and Pamela J. Gackstetter, the Mayor and City Clerk of the City of Apple Valley, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public THIS INSTRUMENT WAS DRAFTED BY: Dougherty, Molenda, Solfest, Hills &Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 432-3136 (PV: 66-37999) 5 STORM WATER POND AND INFILTRATION BASIN CONSTRUCTION AND MAINTENANCE AGREEMENT This AGREEMENT is made by and between Delegard Apple Villa Properties, LLC, a Minnesota limited liability limited company (the "Owner"), and the City of Apple Valley, a Minnesota municipal corporation (the "City"). The Owner and the City shall jointly be referred to as the "Parties." WHEREAS, the Owner is the fee owner of real property legally described as follows: Lot 1, Block 1, Apple Villa 2nd Addition, according to the recorded plat thereof, Dakota County, Minnesota (the "Property"); WHEREAS, the City Council approved a site plan and authorized a building permit for improvements upon the Property. The building permit authorization is subject to a number of conditions as set forth in the City Council's Resolution No. 2017 - ,which includes, but is not limited to, the requirement that all construction and site improvements be in conformance with the approved site plan (the "Site Plan"), and in conformance with City Code. The Site Plan is attached hereto as Exhibit "A" and incorporated herein; WHEREAS, the Site, in accordance with the City Code, requires the Owner to install and maintain an infiltration basin on a portion of the Property as depicted on the Site Plan; WHEREAS, the City requires the Owner to install a pond and infiltration basin in accordance with the approved plans and specifications, including but not limited to the following plans prepared by Civil Site Group, attached hereto as Exhibits and incorporated herein. Exhibits A - F shall be collectively referred to as the "Specifications"; 1 Exhibit A Sheet C2.0 Site Plan Dated: 4/11/16 Exhibit B Sheet C1.0 Removals Plan Dated: 4/11/16 Exhibit C Sheet C3.0 Grading Plan Dated: 4/11/16 Exhibit D Sheet C4.0 Utility Plan Dated: 4/11/16 Exhibit E Sheet L1.0 Landscape Plan Dated: 08/31/16 Exhibit F Sheets SW1.0— 1.5 Stormwater Plan Dated: 4/11/16 WHEREAS, the purpose of installing and maintaining an infiltration basin is on-site storm water management and to promote the water quality and volume control of the City's water bodies; WHEREAS, the Owner and the City desire to make certain mutual provisions to memorialize the allocation of responsibilities and obligations for the construction and maintenance of the pond and infiltration basin, as between the Parties, on the terms and conditions hereinafter set forth; and NOW, THEREFORE, in consideration of the foregoing recitals, and the covenants and agreements on the part of each Party to the other, as hereinafter set forth, the Parties agree as follows: 1. Construction and Maintenance. 1.1 Infiltration Capacity Defined. The infiltration basin shall infiltrate 10,240 cubic feet of storm water runoff with no standing water remaining 48 hours after completion of a rain event (the "Infiltration Capacity"). 1.2 Construction Requirements. The infiltration basin shall be constructed and maintained in accordance with the Specifications. 1.3 Maintenance Obligation. The Owner shall maintain and repair, when necessary, the infiltration basin in accordance with the terms and conditions set forth in this Agreement. If at any time the infiltration basin fails to conform to the standards and the Specifications set forth herein, including, but not limited to, the Infiltration Capacity, the Owner shall immediately correct the non-conformance in accordance with a City-approved remediation plan and schedule. The Owner shall submit to the City a proposed remediation plan and schedule to repair the infiltration basin to the standards set forth herein. If the City approves the proposed remediation plan and schedule, the Owner shall perform the remediation in compliance therewith. 1.4 Snow and Leaves Removal and Prohibited Storage. The Owner shall sweep clean the driveway and parking area on the Property in April or May each year to remove from the Property all sand and salt deposited on the driveway and parking area. The Owner shall remove all tree leaves from the Property after they fall to the ground in October or November each year. The Owner shall not deposit or store snow within the infiltration basin. 2 1.5 Personal Property or Debris Storage Prohibited. The Owner shall not deposit or store any personal property or debris, litter, or other objects within the infiltration basin and the Owner shall keep the infiltration basin free of any debris, leaves, litter, or other objects. 1.6 Maintenance of Vegetation. The Owner shall maintain and, when necessary, replace the approved vegetation set forth on Exhibit "E." The Owner shall not use any chemicals within the infiltration basin unless first approved by the City and only when necessary for the protection of the infiltration basin or its vegetation. The Owner shall repair any erosion within or surrounding the infiltration basin. 1.7 Maintenance Costs. The Owner shall incur and pay all costs associated with maintaining and repairing the infiltration basin. 2. Inspections. 2.1 Monthly Inspections. The Owner shall conduct monthly inspections of the infiltration basin, at the Owner's sole cost and expense, to ensure the Infiltration Capacity and a healthy plant community is maintained. If necessary, the Owner shall repair the infiltration basin if the Infiltration Capacity or healthy plant community is not in conformance with the standards set forth herein. Repairing landscape and vegetation to maintain a healthy plant community may include replacement of dead or diseased plants, vegetation or mulch and removal of noxious weeds, litter or other debris. 3. Remediation and Waiver of Rights. 3.1 Remediation Plan. If the City determines that the infiltration basin does not conform to the Minimum Infiltration Capacity or any other requirements of the Specifications or this Agreement, the City shall notify the Owner of the deficiency in writing. The Owner shall submit a proposed remediation plan and schedule to the City within thirty (30) days after receipt of such notice. If the proposed remediation plan and schedule are not acceptable to the City, the City shall notify the Owner of the deficiency, and the Owner shall submit a revised plan to the City within fourteen(14) days after receipt of such notice. 3.2 Failure to Repair. If the Owner fails to submit a proposed remediation plan and schedule to the City as prescribed above, or fails to implement a City-approved remediation plan to bring the infiltration basin into compliance with the Infiltration Capacity or Specifications, then at the sole cost and expense of the Owner, the City shall have the right, but no obligation, to prepare a remediation plan for the infiltration basin and complete all work necessary to correct the infiltration basin so as to bring it into compliance with the Infiltration Capacity and Specifications. 3.3 Reimbursement to the City. The Owner shall reimburse the City within thirty (30) days after receipt of an invoice from the City for any and all costs incurred by the City in connection with preparing a remediation plan for the infiltration basin and all work completed by 3 the City to bring the infiltration basin back into compliance with the Infiltration Capacity and Specifications. 3.4 Waiver of Rights. If the Owner does not timely reimburse the City, the City may recover its costs by levying a special assessment against the Property. The Owner, on behalf of itself and its successors and assigns, hereby acknowledges the benefit of such maintenance to the Property and waives any rights to hearings or notice of hearings relating to the levying of any City assessments or the right to contest the assessments under Minnesota Statutes § 429.081. 3.5 Right of Entry. The City shall have the right to enter the property to inspect and to implement the terms of this Paragraph 3. The City shall not be subject to or liable for any claims of trespass by the Owner. 4. Standards for Performance. Any act of construction, maintenance, or repair to be performed under this Agreement shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements. 5. Amendment, Release or Termination. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the provisions of this Agreement shall be effective or may be filed of record unless the City consents to the amendment, release or termination. Such consent must be evidenced by a resolution duly approved by the City Council, or successor body. The Owner, on behalf of itself and its successors and assigns, expressly acknowledges and agrees that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, may withhold or delay consent for any reason or no reason whatsoever, any may condition consent upon such terms as the City deems desirable. The Owner, on behalf of itself and its successors and assigns, further agrees and covenants, consistent with this acknowledgment, not to institute any legal proceedings against the City on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination and to indemnify the City against any expense, including litigation costs, which the City incurs as a result of any violation by that party of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be evidenced by City Council resolution or other format approved by the City Attorney. 6. Duration. This Agreement shall constitute a covenant running with the land and shall be binding upon and inure to the benefit of the Parties, and any and all of their successors and assigns. 7. Recording Agreement. The Owner shall record this Agreement against the Property with the Dakota County Recorder's Office within thirty (30) days of full execution and shall provide the City with verification of recording within ninety (90) day of full execution of this Agreement. 8. Governing Law. The laws of the State of Minnesota shall govern the interpretation, validity, performance, and enforcement of this Agreement. 4 CITY OF APPLE VALLEY Delegard Apple Villa Properties, LLC, a Minnesota limited liability company By: Mary Hamann-Roland By: Curt Delegard Its: Mayor Its: Manager By: Pamela J. Gackstetter Its: City Clerk STATE OF MINNESOTA ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2017, by Curt Delegard, the Manager of Delegard Apple Villa Properties, LLC, a Minnesota limited liability company, on behalf of the limited liability company. Notary Public STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this day of 2017,by Mary Hamann-Roland and Pamela J. Gackstetter, the Mayor and City Clerk of the City of Apple Valley, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public THIS INSTRUMENT WAS DRAFTED BY: Dougherty, Molenda, Solfest, Hills &Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 432-3136 (PV: 66-37999) 5 DECLARATION OF COVENANTS REGARDING UNDERGROUND STORM WATER INFILTRATION SYSTEM This Declaration of Covenants ("Declaration") is made this day of , 2017, by Delegard Apple Villa Properties, LLC, a Minnesota limited liability company (the "Landowner"). WHEREAS, the Landowner is the fee title holder of real property in Dakota County, Minnesota, legally described as follows: Lot 1, Block 1, Apple Villa 2nd Addition (the "Property"). WHEREAS, the Landowner plans to install, operate, and maintain an underground storm water infiltration system ("USWIS") on the Property designed by Civil Site Group, as as depicted on the Utility Plan attached hereto as Exhibit "A" and incorporated herein; and WHEREAS, the Landowner desires to subject the Property to covenants for the installation, operation, maintenance, repair and replacement of the USWIS as further set forth herein; NOW, THEREFORE, the Landowner hereby declares and covenants as follows: 1. Maintenance. The Landowner shall substantially comply with all installation, inspection and maintenance recommendations in the StormTech Manual (the "Manual") attached hereto as Exhibit "B" and incorporated herein and the following additional requirements, all at the Landowner' sole cost and expense: a. The USWIS shall be inspected as specified in the Manual by a qualified person selected by the Landowner. b. The City of Apple Valley (the "City") shall be notified at least 48 hours prior to any inspection or maintenance of the USWIS and, at the sole cost and expense of the City, a representative of the City may observe any inspection or maintenance of the USWIS. C. The Landowner shall submit a report to the City no later than two weeks after any inspection or maintenance of the USWIS. The report shall include the following: i. Date and time of inspection; ii. Log of findings; iii. Date and time of maintenance; and iv. Log of maintenance performed. d. Within 24 hours of notification by the City, the Landowner shall allow the City, its agents and employees, at the sole cost and expense of the City, access through any and all inspection ports for the purpose of measuring water levels in the StormTech chamber system (as described in the Manual), isolator rows, and inlet and outlet manholes. e. If at any time the USWIS (i) fails to meet the infiltration volume requirements as represented in the Manual, or (ii) fails to achieve complete infiltration within seventy-two (72)hours after any rain event(collectively, the "Requirements"), the Landowner shall promptly submit to the City a proposed plan and schedule for remediation of the USWIS. If the City denies the proposed remediation plan and schedule, the Landowner shall submit to the City a revised remediation plan and schedule addressing the City's concerns. If the City approves a proposed remediation plan and schedule, the Landowner shall perform remediation in compliance therewith. f. If, following ten (10) business days written notice from the City with opportunity to cure, the Landowner fails to submit a proposed remediation plan and schedule that are reasonably acceptable to the City, or if remediation fails to bring the USWIS into compliance with the Requirements, then the Landowner shall replace the USWIS or any portion thereof as may be reasonably required by the City. 2. Standards for Performance. Any act of construction, maintenance, repair or replacement to be performed under this Declaration shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements. 3. Amendment. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the provisions of this Declaration shall be effective or may be filed of record unless the City consents to the amendment, release or termination. Such consent must be evidenced by a resolution duly approved by the City Council or successor body. The Landowner, on behalf of itself and its successors and assigns, expressly acknowledges and agrees that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, and may withhold or delay consent for any reason or none whatsoever, or may condition consent upon such terms as the City deems desirable, it being the City's absolute right and prerogative to insist that the terms of this Declaration remain in effect and unaltered and to permit amendment, release or termination only at such times and under such circumstances, if any, as the City deems desirable in the exercise of its discretion. The Landowner, on behalf of itself and its successors and assigns, further agrees and covenants, consistent with this acknowledgement, not to institute any legal proceedings against the City on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination, and to indemnify the City against any expense, including litigation costs, which the City incurs as a result of any violation of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be evidenced by City Council resolution. Notwithstanding anything herein to the contrary, the Property shall not be deemed dedicated to the public or otherwise public land, and the City shall have no obligation and no right, not otherwise existing independent of this agreement, under this agreement, or under the ordinances, statutes and other laws under which the City operates, to maintain or administer Property. 4. Governing Law. This Declaration shall be construed under and enforced in accordance with the laws of the State of Minnesota. 5. Authority. The Landowner covenants with the City that they are the fee owners of the Property as described above and have good right to create the covenants contained herein. 6. Duration. The covenants contained herein shall run with the Property and shall bind the Landowner and their successors and assigns. IN WITNESS WHEREOF, the Landowner has executed this Declaration of Covenants. Delegard Apple Villa Properties, LLC, a Minnesota limited liability company By: Its: STATE OF MINNESOTA ) ss. COUNTY OF ) On this day of 2017, before me, a Notary Public within and for said county, personally appeared to me personally known, who being by me duly sworn, did say that he is the of Delegard Apple Villa Properties, LLC, the Minnesota limited liability named in the foregoing instrument, and that said instrument was signed on behalf of the company by authority of its board of directors, and acknowledged said instrument to be the free act and deed of the nonprofit corporation. Notary Public This instrument was drafted by: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 432-3136 (MGD/lmd: 66-37999) GENERAL UTILITY NOTES: covo 0o �9550 cv 434 LF (2 ROWS @ 217 LF) 72 DIA. CMP UNDERGROUND - _ TC GV _ _ _ _ 954._, 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. CM R (DD u [p,- - STORMWATER INFILTRATION/DETENTION SYSTEM - _ _ _ 54.8 12" SIDE & END STONE, 36" STONE PIPE SEPARATION, 6" 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR 4931 W.35TH ST.SUITE 200 OS 1 ST. LOUIS PARK,MN 55416 C STONE COVER AND 6" STONE BASE (VERIFY) (APPROXIMATE LOCATION) TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS CivilSiteGroup.com TC TC g FOOTPRINT-219'X 17' 955.7 RIM=957.68 955.1 Tc - Tc EX 15" IE NW-948.22 FIELD VERIFY e55.9 FROM THE PLANS. Matt Pavek Pat Sarver ( } TC 955.9 955.7 966.4 J� Rim9955.44 IE STONE=947.50 Tr Tc' TC TC 763-213-3944 952-250-2003 955.66 PROP IE S=949.89 - 3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL"(651-454-0002 OR IE 72 CMP=948.00 X44.2 w,N)� (Verify) Rim:955.16 a45.6M) CONSTRUCT MH OVER EXISTING 800-252-1166)FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE .nv943.9 D < < < OE 15" ORIFICE=950.00STORM SEWER LINE< TOP BAFFLE WALLS=950.00 ANY UTILTIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. k T, TM WHITNEY DIS (LF - TOP 72" CMP=954.00 r 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND 19 LF 15 HD \, TOP STONE=954.50 CB 21 < < < < " PE - RIM-955.51 SERVICE LINE INSTALLATION"AND"SANITARY SEWER AND STORM SEWER INSTALLATION"AS PREPARED BY THE CITY STORM @ 1.00% ACCESS RISER, 11 LF 12" HDPE 100-YR HWL=954.20 IE=951.01 ENGINEERS ASSOCIATION OF MINNESOTA(CEAM),AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE CBMH 31 15" INLET TYP. (2 TOTAL) o SUMP=948.01 PROJECT SPECIFICATIONS. RIM=956.15 IE=950.30 - - - BAFFLE WALL STORM @ 1.00% 955.2 9y ss.s 5 LF 12" HDPE 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. IE=950.49 TC-BE LOCATION, TYP, „ 15" OUTLET STORM 1.00% 9559 955.4 955, SUMP=947.49 TOP=950.00 '�b9-29'14 F IE=950.00 @ TO FOUND MON. 0.4 w & 1.0 N---_Tc rc 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE(DIP) UNLESS OTHERWISE NOTED. 12" INLET - ~� 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC)UNLESS OTHERWISE NOTED. NE CORNER of LOT 1 --3.0 957.1 956.8 8. ALL STORM SEWER PIPE SHALL BE HDPE UNLESS OTHERWISE NOTED. - - - - - _ 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. r 01r1- 10. UTILTIES ON THE PLAN ARE SHOWN TO WITHIN 5'OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY 12" INLET ASH RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. I i - - IE=950.12 .1 11 957 ^ - _ _ _ Tc CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET.ALL CATCH BASINS IN GUTTERS SHALL BE - ------------------------------------ - - - - S LF 15" HDPE - - - ITC 57.a I STORM @ 1.00% I c BUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT BUMPED ELEVATIONS. I TC 7.0 I I 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. /82 2 �, CB 11 I 13. HYDRANT TYPE,VALVE,AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE OI RIM=955.07 810 I I INCIDENTAL. I E=950.57 I 957.0 txisriNc ARARrMEN I 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE M' I 12 INLET J TREK H DRAIN I SUMP=947.57 #7800-02 ,57.2 957.1 Tc TC REQUIRED TO MAINTAIN A MINIMUM OF 18"VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH IE=952.00 RI =847.77 WATERMAIN IS INCIDENTAL. w 118LF1 IE =845.77 6" COMBINED DIP WATER SERVICE AND 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL HDPE STO M 25 LF 12" HDPE CONNECT..O INTERIOR VALVE, STUB TO WITHIN 5' FROM @ 1.00/o STORM 7.40% / BUILDING M=CH'L PUMP, 957.2 UTILITIES, UNLESS OTHERWISE NOTED. @ J G BUILDING. THE FIRE AND DOMESTIC I rc-FN STORM SEWER CONNECTIONS FOR JLL iviLvi L L A N S I SERVICE SHALL BE SPLIT OUTSIDE THE 16, ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE INTERNAL ROOF DRAINS&SUM BUILDING AND SHALL EACH HAVE THEIR I ( 957.1 CITY PRIOR TO CONSTRUCTION. PUMP SYSTEM, COORD.W/MECH'L STUB SAN ITARY TO 5' I OWN SHUTOFF, COORD. W/MECH'L TC MH 32 ^ IE=953.85 FROM BUILDING I 17. CONNECTIONS TO EXISTING STRUCUTRES SHALL BE CORE-DRILLED. N IM=957.71 I STUB TO WITHIN 5'OF THE BUILDINGS IE: @ STUB=948.00 IE-951.67 COORD. W/MECH'L I PROPOSED GATE A I 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. IUD N VALVE AND VALVE BOX E 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY Lo Z u) 23 LF 12" MAKE WET TAP CONNECTION �' � STAFF. 2 Z HDPE STORM TO EXISTING 6"WATER MAIN, I K 957.2 ^ @ 1.09% I I COORD. WITH CITY I I Tc 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT � 957.1 CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE I E ( rc ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MMUTCD)AND J J Z 11 LF 6" PVC SDR 26 ' I I 957.1 THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS,AND FLAGGERS AS NEEDED. ALL Q O D F - CBMH 33 SANITARY SERVICE Tc i I SAN MHA I `' � PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL J > O � L EI 951590 0 @ 1.00% RE=957.28 % 57.2 BY THE CITY. Z r - IE N=947.89 MAKE CONNECTION TO CONSTRUCTION �, � J ^ IE EE-947.79 89 LF 6" PVC SDR 26 I EXISTING SANITARY SEWER LIMITS 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS 0- 80 80 LF 12" HDPE SANITARY SERVICE PER CITY STANDARDS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS 0 1.00% EX IE N/S =946.82 FIELD L, I I REQUIREMENTS FOR TRAFFIC LOADING. Q O Q STORM @ 1.63% @ I { ) { 1 VERIFY) I I 22. CONTRACTOR SHALL CORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. W L m W I I PROP IE (W)=946.90 ^ COORDINATE WITH CITY I I 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF J (n _ I Exist IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. Q 957.3 uj M o I -1s I I Tc 24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER W LU > W I � �� I I TC71 UPON COMPLETION OF WORK. a Z J Q Z I i 777- I I 957.2 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT Q = Q CB 34H s I I RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS,OR OTHER STRUCTURES. Q L I RIM=957.70 ' I I 7.3 TC71 N Z I E=953.20 I W I EXISTING2APARTMENT I CITY OF APPLE VALLEY UTILITY NOTES: 0 I ,; -�� 1. SHOULD EXISTING SANITARY SEWER AND WATER SERVICES NOT BE ABLE TO BE O L I I N UTILIZED: 00 r _ 'ii 0 - - - - - - - - - I - - - - - ''2�aaAPP�e1z �" I O 1.1. EXISTING SERVICE SHALL BE REMOVED BACK TO THE TEE OR EXTENDED w - - - - - - L I I i ExisTiNc c FOR USE AS DOMESTIC WATER IF APPLICABLE 0 CRAF I 1.2. NOTIFICATION IS REQUIRED 7 DAYS IN ADVANCE OF LANE OR STREET - - - - - - - - - - - - - - - - TC7.i CLOSURES. 7-DAY ADVANCE WARNING SIGNAGE AND NOTICES TO AFFECTED BUSINESSES FOR THE CLOSURE SHALL BE PROVIDED BY THE I HEREBY CERTIFY THAT THIS PLAN, CONTRACTOR SPECIFICATION,OR REPORT WAS 957.1 PREPARED BY ME OR UNDER MY DIRECT „ TC 1.3. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED AND APPROVED FOR ALL SUPERVISION AND THAT I AM A DULY 12"W 6.9 95LANE OR STREET CLOSURES BY THE CONTRACTOR. FLAGMEN SHALL BE CONSTRUCTION \ C LICENSED PROFESSIONAL ENGINEER LIMITS _ 957.0 PROVIDED AS NECESSARY UNDER THE LAWS OF THE STATE OF Tc 1.4. AN OBSTRUCTION PERMIT SHALL BE APPLIED FOR AND APPROVED WITH MINNESOTA. DAKOTA COUNTY FOR DETOUR ROUTING PRIOR TO LANE OR STREET Rim:955.4 CLOSURES 957.0 1.5. PUBLIC WORKS IS TO BE NOTIFIED PRIOR TO ANY REQUIRED WATER Ma hew R. Pavek 957.0 SHUTDOWN AND/OR CONNECTION DATE 04/11/16 LICENSE No. 44263 5 957.2 TC ISSUE/SUBMITTAL SUMMARY }� TC6 5 NT o � \O DATE DESCRIPTION L - - - 956 9 956.6 04/11/16 CITY SUBMITTAL s TC-CE �� �, -- M-X TC TC Os TCs.B F�STNc1� N89048'07"W 69.00 TC 952. qpq� TC2. 6 UTILITY LEGEND: �FNT Q MANHOLE OR CATCH BASIN 953.1 TC 952Iy MANHOLE OR CATCH BASIN . REVISION SUMMARY CATCH BASIN DATE DESCRIPTION WATER MAIN SANITARY SEWER >� STORM SEWER UTILITY PLAN GOPHER STATE ONE CALL WWW.GOPHERSTATEONECALL.ORG (800)252-1166 TOLL FREE (651)454-0002 LOCAL • 1"=30'-0" C40 15'-0" 0 30'-0" • SWPPP NOTES: 0 0 0 TC 0 Gv 954.9 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN 000 R0 / - �j- - - � - - - - - - - - � ,-� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - MPCANPDESPERMIT. ANEROSION CONTROL PERMIT ISALSO cm R, � R-0 � 957.8 / 54.5 , - - - - REQUIRED FROM THE CITY OF APPLE VALLEY. 4931 W.35TH ST.SUITE 200 ST. LOUIS PARK, MN 55416 TNH , ��-� C / -, i -� 12' CIP(VERIFY) v(APPROXIMATE LOCATION) 9TNH 0 354.6 955. Y / 955.1 \ 955.1 955.4 955.5 955.7 j Fc Tc Tc TC�CB TC TC TC ,__ 956'0 956.0 yY° - 955.9 855.9 955.7 9ss.4 955.2 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, CivilSiteGroup.com TG Matt Pave k Pat Sarver Riv:950. 44 - -- Rim:955.66 DESCRIPTIONS, AND PRACTICES. 763-213-3944 952-250-2003 nv:950.4 � Inv:944.2 W,N) --___ --Rimr9-55.16_ Inv:941 Rim:Rim:956 1 42"(Verify) � ----- In v:943.9 �� ��-� <_ 42"(Verify) ,� ,< < D Inv:93 ., '` �` �` `'- �`- D Inv 94 �yQNTRACTOR TO PROVIDE 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION ., -_- WH I V�Y- DR� V ----- CONTROL NOTES. ___-- _INLET PROTECTION AT ALL ----- • Rim:955.1 ` ` ` ` ` ` ` ` Inv 934.8 ------------------- -- STREAM CATCH __-- \' INLET PROTECTION AT , 956-- BASINS. EXISTING TREES TO 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, i s' INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. -'95,5__________ ;�;,,,:,� 62 CATCH BASINS, TYP. �^ � REMAIN, PROVIDE _ �. ----- yJ 55 _ _ TREE PROTECTION _- - --- CITY F APPLE VALLEY EROSION CONTROL NOTES: 4.8- 955.2 9c 5.2 5.3 CONSTRUCTION 9c5eE 95 955.7 955.8 ---_-- TCOCE o �- ,� Tc Tc_B-- -------- --- 95, FENCi --�ss.9 9ss.4 955.2 ENTRANCE S89 29 1 E --956-- S S1 rc -_95 TC TC ------ 6-_- �FO�MMON. 0.4 W & 1.0 N- 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. 955.6 __ MEOWQ 956.2 956.6 � 955.3 5 -���1��� � .1 _ GV 955.9_, --------- - 956.6 _ 956.6 _ 956.6 - - INE1--_ PINEI 956.° � -- - - 955_5 - 56 - ------ - _ _ - _ x / �d cotzraER of gar�, 3.0'' 956'' 6'' 957.4 x957. ------� v , - � 957.1 956.8 ��j 957.1 --- TC I I \ I S MAPLE29 957.2 ___ Y-- TC 957.1 1 56.4 956.3 956\0 955.5 I \20 ■ 0957.4 AS 8 x 957.3 x 957.4 \ X958.4---___ + 956.8 x 956.5 ,9s�\ \ x 956.8 955.3 1 �� 957.8 \ PINE1 Vj x x 957.5 956. _ 956.1 1 ASH / \x _-,_ -------- ---,I\ v949341 \\\ - 957.5 957.95 958. i----- - -_- NE14\\ 5 .4 �� 957.1 NE-17\\ 954.9 958.5 �Sg / 1 TC / A 9 NE-17 y/ x 955.5 x\ I i 57.3 957.5 95957.6 \\ 958.3 5 5 x \ 957.5 I \ 957.0 / -, 5 \ nvm949 46� - x954.17 LPi 7.6 957.7 957.6 - 958.3 ,'/ \ \ x 957.0 i , \ SB x955,1 GASMET_ER � _- 9592 1 TC ' 4 / \ \ I 955.8 2.2 rn 59.2 959.2 \\ 1 x951 ti --- I \ / PINE 17 \ � I -�� \ � I I � �U \\� \ // - 957.9 958.7 \ I \ C - 957.4 SB / 955.9 / \\ w 1 FFE 81.0 \ / \ X0 / ♦ ,44.1 x / 44.1 x 9'54.9 n BE / x 5 x 957.2 I F_ 959.4 1 957.0 \V 957 4 1 I m I > 57 6 / EXISTING APARTMENT FFE i x #7800-02 1 957.2 957.1 \ 0 m I TC X 957.6 ✓ m t I 958.0 957.1 956.4 _ FFE j X 956.2 x 956.6 1 i x 956.3 v v1V o -00 x x °�' oc X V956.1 81.1' 959.4 \ x o o 'o 1 I 957.2 956.6 956.5 0 956.1 0, o I j 9 7.6 U 957.8 9958.7 rn FFE TC-FN \ / 957.7 ❑L 957.6/' 82.1 1 / \ x 955.5 - 9562, 958.3 959.1` \ L� 957.4 957.5 RWEND 959.2 959.2 i 958.8��-\957.1 -- - - ' 1 A\x957.9 I 1 I EXISTING GARAGE I _ 959. I TC j 1\ I I 11 x9595 I EXISTING GARAGE i 1 I 957.3 957.5 958.3 958.7 -� SH-19 I c x 95.4 58. - 11 I 1 1 44.1' 44.1 I 958.0 958.2 958. L , �J PERIMETER 3 I V ° 957.2 x955.2 , 1P - A _ Cn , n ffi .2 45.2 ■ ♦� �� 0 EROSION CONTROL ' 1 O x LEAN-To , _ I 1 �. ♦ ♦♦ 1 I M N 957.0 x 956.6 / w 1 AT CONSTRUCTION i i , i /958.2 ■ > / r EXIST Lo d X 955.6958.2 ■ ■ Lo LIMITS, TYP. \\x i i \ \ Ij 958.4 ♦.. ..♦♦ --- 957.2 CZC Ln \ 957.2 \ I IY■ TC G ASH-1 958.9 \ ,'/ �I 58.0 �� x956.4 �\ 957.1 \ I / 955.4 0 TC x 956.5 z X x \ / 95 NS 958.3 ' Lu 957.1 z 959. x 956.6 - 956.0 955.3 1 TC x - O 1 I 1 I 11 I \ // FFE I '.I, i � 96.1 J X 955.9 q LP 958.2 'M .0-9 �6 1 J 0 _-- 7 / m r a 957.2 V x x955.9 ---� V 1 958.3 x956.3 _-----956 I u EXISTING TREES TO - SON % Z_ VG X965.0 956. 9 6 1♦ REMAIN, PROVIDE 1 LIMITS J 959.6 ♦" 1 t �.w� TREE PROTECTION x 968.5 1 - - - -' x958.7 1 Y -- i ■ ♦ ♦ FENCING,TYP. > Q x 958.3 958.5 957.5 ♦ } I I x 959.6 I I 1 ♦� ♦7 J i x x957.7 /'--- j I X57.3\ \, ��� �� �.6 /' v\ - Q Lu Q1 / PIN 1 �� / �ob.i u U o o / 95B.4 31 i A> m 957.7 957.2 957.2 _ ,` 958.3 _� /' I 2579_ _ ------ - ---- 956.8 956.6 I / \` 1 ' 7.7� Q� �a2 a0 ---- PERIMETER x RW 957.0 ----- - -- x 958 ' z LPEDB5 \ x957.4 , EROSION CONTROL 958.5 / / I / RW 95,- ----_ AS 22 x958.6 IJ . I / / 60.0 ----959.0 - _ _ 956.8 / 959.0 RW ' LP P �/ n x x 957.i / o L1S / , - _-- LP 9sa.1 w 1 AT CONSTRUCTION aLu \ / 1 99.0 959.4 U \ - / \ I 1` 957.0 X Lu Q C LIMITS, TYP. 82.0 �� �� x A\ �� Z Lu LL] F \ / / 959. ♦**M& � 959.6 /c° �� 958.1 ��/ I 959.4 1 TC C 58.6 x 959.2 v 960.5 �/ ♦♦ ♦�,5B FFE /81 1 I 959.1/ 31 \ / 957.6 \ 1 J \\ �l958.9 x 960.3 x ■ ■ 958.7 x 95711 _ \^ /958. 959.4 958.9 x x \ 1 1 957.1 ■ \ / N, FFE 959.3 957.3 TC /_ ♦. �♦ FFE 958 FEE rn P 957.5 X TC z W #4 M11101 / �, ,� v x 958.1 CN % O / EXISTING APARTMENT 958.2 \ - N LEGEND: #7820-22 F\\ ..... I , \ ■ -------932 ------ EX. V CONTOUR ELEVATION INTERVAL 0 1 I 1 1 1 1 / / , �� I I I I 1 1 95 .1 _ ♦ ■ x 957.4 1- / 958.1 1 ♦■ ♦♦ ■ (� CD O7 a,.z/ ♦ 932 1'CONTOUR ELEVATION INTERVAL ti x / 958 ♦ �♦ , 61 0 00 / �► 9 5 .5 ♦ � <958.7 - - I x 959.6 x 968.2 59.5 959.4 00 / ■ `. x ■ } �♦ 0 I- 956.7 81.9 I I I ■ ♦ ■ U 1 I 1 I �__/ ♦ ■ � EXISTING GARP -----` \ ' I ' 959'0 958 1 959.2 ♦j�r�♦♦♦ j ti. ♦♦ 1 ,'z EXISTING SPOT GRADE ELEVATION Lu SHED / i \\ j I V II 20 44.91 - 959.1 �® � 12 / 101\I \\ I 959.5 ` 1 958.9 958.3 958.2 957.8 - \ 959.0 �ae r 957.1 932.0 PROPOSED SPOT GRADE ELEVATION \_ , TC / _14 i 959.0 958.3 1 957.8 T - S 1 " 958.7 0 959.8 GASGRILL I I - DRAINAGE ARROW \ ?Y _ __--__ I Rim:958.04 1 95 -4, w GASGRILLGASGRILL I' I I HEREBY CERTIFY THAT THIS PLAN, L T .� �, _ x ___ - ny9475 959.3 3: ---_ r.` . O O / 957.1 SPECIFICATION,OR REPORT WAS t 1 _ ` \959 1 n 959 g ' \ J TC j SILT FENCE I BI0R0LL-GRADING LIMIT PREPARED BY ME OR UNDER MY DIRECT ' 48 12 42 87_ H -- 958.7 _ x_ 959.8x x -------------- --- --t - / -- \,x 958.4 \ X / 956.9 SUPERVISION AND THAT I AM A DULY CONSTRUCTION;---- ,- ��, �, x959.6 ��- x_958.5 958.6 ___ \ x ___ \\\----------- x958.3 / -- �` LIMITS _ `-- / - ` ` ------ \\ 957.0 ` LICENSED PROFESSIONAL ENGINEER 959.3 / -- / / / \ - -- _ - \J --- i' i' '-- \ '------ __ x -" i x960.3 I \ 1 ` / 1 x I UNDER THE LAWS OF THE STATE OF �� 960 --_ �-� � 959.8 / \ TC I 7 � I �I /I / / /' / i---Jjoo 9s9 \ x x961.4 --I_ �k9�9.1 _ x? 5.� \ \ \ \\ \\ \\; \\ MINNESOTA. i 957.8 - x 96 .3 / i ,%\ 1 I / / / _ _ , - �$�-, ___ 1 STABILIZED CONSTRUCTION ENTRANCE x' --967-_ / R fi:956J4 0 Q` �j x 956.2 / / , / / / / 957.6 3 7.5 �� 9 �--------x961.0' ' / / S ��x �\ �� �\ \ \ Aa � � t �i 1 I � I I Y i 964.2 , / ' 6J ------ Jx955. x959 1 1 9 i i , \ ' / f /o0 962.0 d{� 60-__'' - / \ 5 " /}j > " 957.0 TC / / w �'C 957.0 PROPOSED MANHOLE OR CATCH BASIN IQ/ 961.7 ��� / O Ma thew R. Pavek o� 573 _ 9563'----__ / \ / / 1 0 1 1 d � , N� x / Q O II 1 TC DATE 04/11/16 LICENSE NO. 44263 % // /// SPF /' X 956.2x q��T x'955.8 \ �09�/ n��,lJ\O x 960.2 / i 957.2 957.1 i - / '1 N 957.8 ��' , 956.4 �F ��� � '-�--- , �,� 1 O ,� � ___ ,' � I H PROPOSED GATE VALVE 957.6 o ISSUE/SUBMITTAL SUMMARY 956.5 --- --958.2 959.2 1 I I I i i / //x957.5 �} / Tc ____-,o�c� O 1 PROPOSED FIRE HYDRANT 965.0 / / , , 956.5 C DATE DESCRIPTION x 962.311 x i/ // // // /' /' /' 56.1 --- \ �, 956.9 956.6 /' TC-CE ��\\ TC TC PROPOSED SANITARY SEWER 04/11/16 CITY SUBMITTAL E yY° 956.1 x955.3 x958.6 -% ----'-- --% ' _ ------- >� PROPOSED STORM SEWER CE ---- __ - ,----- x64!3 x'957.9 R ,) o 955.8 _-- - I Tc \ T 4c�Q� -_��_O�} '�5 a------ ,}sz-5=_ EXISTING STORM SEWER I v x 955.6 F�STj _ - - C - - - EXISTING WATER MAIN Nc q� \ g5 .-6 0 M PA ,- TSSF x955.5 x955.1 � \��\ �' / � /' __ '�� tiT EXISTING GAS MAIN x9ss.3 0 //' / EXISTING UNDERGROUND ELECTRIC 1 rcS1 57 7 EXISTING UNDERGROUND CABLE EXISTING MANHOLE m EXISTING ELECTRIC BOX ❑ EXISTING CATCH BASIN � EXISTING LIGHT REVISION SUMMARY � EXISTING HYDRANT 0 EXISTING GAS METER DATE DESCRIPTION 0 EXISTING STOPBOX e EXISTING GAS VALVE (9 EXISTING GATE VALVE SWPPP - EXISTING GOPHER STATE ONE CALL A ' CONDITIONS WWW.GOPHERSTATEONECALL.ORG I\1 (800)252-1166 TOLL FREE tlVVll (651)454-0002 LOCAL 1"=30'-0" swi0 15'-0" 0 30'-0" • cv _ SWPPP NOTES: (CROVRO sRote - - - - - - - - , - -�-- - - -� - - - - _ - - - _ - - - - _ _ - - - - - - - - 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN (m � (M)) � p MPCA NPDES PERMIT. AN EROSION CONTROL PERMIT IS ALSO 4931 W.35TH ST.SUITE 200 — / 12" CIP(VERIFY) (APPROXIMATE LOCATION) REQUIRED FROM THE CITY OF APPLE VALLEY. ST. Louis PARK,MN 55416 ' — CiU ISiteGroup.com IrtiA 2. SEE SHEETS SW1.0- SW1.5 FOR ALL EROSION CONTROL NOTES, Matt Pavek Pat Sarver n �- 54 50.4 nvm99 5.62 6 y - - DESCRIPTION AND PRACTICES SG.4 '' Inv:944,2(W,N)I ---__ _ S, A 763-213-3944 952-250-2003 42"(Verify) <— _ In 945.6 SE v 943.9 42"(Verify) Inv < <- �- " Inv: CONTRACTOR TO PROVIDE Q' �' 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION WH TNS Y- DI -- - CONTROL NOTES. • F_ r\ ___-- INLET PROTECTION AT ALL -- Rim:934. 1 DOWNSTREAM CATCH Inv:934.8 -------------------- ----- � � INLET PROTECTION AT /s `J BASINS. EXISTING TREES TO 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, -_955-----_-__ CATCH BASINS, TYP. �� REMAIN, PROVIDE INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. -- t'7 `�� TREE PROTECTION _955------ CONSTRUCTION - FENCING, TYP. CITY OF APPLE VALLEY EROSION CONTROL NOTES: ENTRANCE S89029'19'IE -_-------956-- -------' 1 -'--_95 ------------- 6—__ MON. 0.4 W & 1.0 N ---.� TTFM�--__--- 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. 957 g58 �� --=-- ___g a 958 - - k-yl�t� _---- --raE-eoRN-ER-of-LaT�— 3.077 l I O 6 \I _ Y 1 UoI ^ -- ------------- -- ------- ----------- --- ------- ----- I — — — — — \/ — — — — — 955 956 -- � - , 82.2 CID l —' - ----- , 59 95 954 ori U ON 95 -958- v 00 9552 EXISTING APARTMENT In\v (� #7800-02 � 951 ,� u Fa C', I ^ ❑ g- I U m �� ❑E 82.1 I , PERIMETER / 4s.2 i ••�• N O / ♦ M EROSION CONTROL •♦ ♦ � N AT CONSTRUCTION I \ �s I i •� ■ a •. EXISTING Lo Lo LIMITS, TYP. I �� cA - _ • ♦• Z L0 L0 cy) I •r� L J I vv I o l l `v I �♦ I � 11 E ' w J z rJ o J c - _ r -` a O O /N J > O EXISTING TREES TO CONSTRUCTION �Tl w Z -`J L - 9551♦ REMAIN, PROVIDE LIMITS J - _ - �/- _ - �' : •��•� �' TREE PROTECTIO Q i 7 - i h^ I ♦• z • ■ 957E G, TYP. > Q O I 0 0-cy) - I --- ❑ ♦ ter,. �♦ �• ® I w m r 9 8 Q 8.2 lk•• I PERIMETER > Q / — -- co `Fo CD U) I Z ❑ EROSION CONTROL '� x AT CONSTRUCTION / a > � x LIMITS, TYP. a w J Q LU Q LL] 7/��� t, � tt /� I I ' I ni z - i 00 00 I I� N } / EXISTING APARTMENT J0 L — I I I #7820-22 �\ ^ O - ,' �- •. LEGEND: Go — II I , I • • ♦� i 0 -----932 -------- EX. 1'CONTOUR ELEVATION INTERVAL O O 00 - - = 00 - - I L - - - - •• i I i ExIsrING GARAGE 932 1 CONTOUR ELEVATION INTERVAL W ~ • cp SHED ---- °' 449/ ,` •� •♦ I.1♦•-■,�♦• 1 X�9 EXISTING SPOT GRADE ELEVATION O - �— - - - - - - - - - _ - -, ` .`� 1932.0 PROPOSED SPOT GRADE ELEVATION �— — — — — — — Y -_---_ I Rim 958.04 I HEREBY CERTIFY THAT THIS PLAN, DRAINAGE ARROW SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT 00 i CONSTRUCTION ----- , __--- \\ __ / ' SILT FENCE/BIOROLL GRADING LIMIT SUPERVISION AND THAT I AM A DULY \ -.---- --- \`-- -------- ,' ----- ------------ _ ----- i LICENSED PROFESSIONAL ENGINEER --- LIMITS - _ \ -- ---- - _ --- j ill ---- // // ,' - -- \`-- _-'/ = '' \\� \\ \\ - ----- �\\ I I \ 1 , UNDER THE LAWS OF THE STATE OF MINNESOTA. �I / / " g ' --- \ 06 ; STABILIZED CONSTRUCTION ENTRANCE Ma hew R. Pavek C-) 1. a N C DATE 04/11/16 LICENSE NO. 44263 / I co / eP \ �q1 O`,I(��O I O PROPOSED MANHOLE OR CATCH BASIN � / / Q / `' c qp9 / / / X14 ��o --- I ISSUE/SUBMITTAL SUMMARY ►/ PROPOSED GATE VALVE �----- // /' ' ' _----_-- °� - - � PROPOSED FIRE HYDRANT DATE DESCRIPTION _ 04/11/16 CITY SUBMITTAL -- \\ -- -'-- ------- _—=- - --_ PROPOSED SANITARY SEWER / / ' --- --- _ _- >� PROPOSED STORM SEWER ------------------------ / - OSo�-F8!0 �' VV -W.D ST'tic -- '__- ------ ------ »E EXISTING STORM SEWER 1 IEXISTING WATER MAIN ANT —GG— EXISTING GAS MAIN _ t"1 E EXISTING UNDERGROUND ELECTRIC I I , c— EXISTING UNDERGROUND CABLE EXISTING MANHOLE m EXISTING ELECTRIC BOX REVISION SUMMARY ❑ EXISTING CATCH BASIN EXISTING LIGHT DATE DESCRIPTION � EXISTING HYDRANT 0 EXISTING GAS METER 0 EXISTING STOPBOX 6 EXISTING GAS VALVE 0 EXISTING GATE VALVE SWPPP - PROPOSED GOPHER STATE ONE CALL w ' CONDITIONS WWW.GOPHERSTATEONECALL.ORG I\1 (800)252-1166 TOLL FREE (651)454-0002 LOCAL • 1"=30'-0" swil 15'-0" 0 30'-0" • OVERFLOW IS Y2 OF THE CURB C-' v-0 -' -e BOX HEIGHT FILTER FABRIC AS SPECIFIED CM 03 (MD M 1p, 4931 W.35TH ST.SUITE 200 OVERFLOW AT TOP OF FILLER AS SPECIFIED ST. LOUIS PARK,MN 55416 FILTER ASSEMBLY CivilSiteGroup.com Matt Pavek Pat Sarver FILL UPSTREAM BASE EDGE WITH 763-213-3944 952-250-2003 EXISTING CURB, PLATE, BOX, 2"OF DIRT OR COMPOST TO AND GRATE EXISTING GROUND z EMBED ROLL. . rr;+ SURFACE DIRECTION OF FLOW D —III—I —I III—I g WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10'O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON FILTER ASSEMBLY DIAMETER, 6" PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT ON-GRADE 10"AT LOW POINT MIN. 10'O.C. NOTE: 1. COMPOST FILTER LOGS(BIO ROLLS)SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40%GRADE 2(SPEC 3890)AND 60%-70% HIGH-FLOW FABRIC PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8". NOTES: 4. IF MULTIPLE ROLLS NEEDED,OVERLAP BY MIN. 12"AT ENDS AND STAKE. 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C. 4 CURB INLET FILTER 4 SEDIMENT BIO-ROLL / COMPOST FILTER LOG NTS NTS 30'FROM EDGE OF ROAD TO FRONT OF SPEED BUMP — 35' R N C FILTER FABRIC WITH WIRE SUPPORT NET �w AS SPECIFIED. TO CONSTRUCTION z I METAL POST AS O AREA > LO o SPECIFIED. LO o Z L0 FILTER FABRIC AS SPECIFIED SECURE D SUPPORT NET: 12 GAUGE 4"x 4" Z CD WIRE HOOKED ONTO TO WIRE SUPPORT NET WITH METAL PLAN 35' R z PREFORMED CHANNELS ON CLIPS 12"O.C. J J Z 6" MIN CRUSHED STONE POSTS AS SPECIFIED. TO CONSTRUCTION AREA w N J O O ANCHOR FABRIC WITH � � EXISTING EXISTING GROUND SOIL,TAMP BACKFILL > O 75' MINIMUM UNDISTURBED SURFACE W Z FINISHED GEOTEXTILE FILTER 4"HIGH,18"wiDE ROADWAY DIRECTION OF FLOW J � GRADE FABRIC SPEED BUMP > 0— Q CARRY WIRE SUPPORT NETJ DOWN INTO TRENCH LLl m I I F-d I I— -� = - - - - - - - -���-���-���—���— '— Q J i-i i i-i i i-i i i-iii-i 1 i- iii-iii-iii-iii-iii-iii-iii-iii a w F=III ��� ���R III= ��� ��� ���—���=���—���=��� ���—���=��� METAL POSTS$' 0"O.C. W uj PROFILE MAX. IL z J W 5 SEDIMENT FENCE Q = W Q NOTES: N T S 0 1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED Z ROADWAY. 04 J 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 00 ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. CD 3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 00 4. ALL SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. U w 5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. O 6. CRUSHED STONE SHALL BE 1-1/2"DIA.CLOSE GRADED,AND IN ACCORDANCE TO MNDOT SECTION 2118. a_ I HEREBY CERTIFY THAT THIS PLAN, 2 STABILIZED CONSTRUCTION ACCESSSPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT NTS SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 'B' TAMP THE TRENCH FULL OF SOIL. 'A' BURY THE TOP END OF THE SECURE WITH ROW OF STAPLES, MATTING IN A TRENCH 4"OR 10"SPACING,4" DOWN FROM MORE IN DEPTH TRENCH Ma hew R. Pavek Y Y Y DATE 04/11/16 LICENSE NO. 44263 V- ISSUE/SUBMITTAL SUMMARY 'C' OVERLAP: BURY UPPER ENDDATE DESCRIPTION 04/11/16 CITY SUBMITTAL OF LOWER STRIP AS IN 'A' AND'B'.OVERLAP END OF YY 'E' OVERFALL TOP STRIP 4"AND STAPLE. YYY Y Y YY / � a Y Y NOTE: 1. PLACE STAPLES 2 FEET APART TO p' EROSION STOP: FOLD OF MATTING KEEP MATTING FIRMLY PRESSED TO BURIED IN SILT TRENCH AND SOIL. REVISION SUMMARY DATE DESCRIPTION TAMPED. DOUBLEROW OF STAPLES./ PLACE STAPLES 2 FEET APART TYPICAL STAPLE#8 TO KEEP MATTING FIRMLY _ GAUGE WIRE PRESSED TO SOIL. 3 EROSION BLANKET SWPPP - DETAILS NTS SW1 ■ GENERAL SWPPP REQUIREMENTS AND NOTES: TRAINING (PART III.A.2) OWNER INFORMATIONo 0 so �e THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE NEED FOR REMOVAL.THE WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP OR AVAILABLE WITHIN 72 HOURS UPON REQUEST. WHEN WRITTEN ��R DESIGN ENGINEER: MATTHEW R. PAVEK P.E. OWNER: IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP)MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION CORRESPONDENCE CAN NOT BE OBTAINED IN A TIMELY MANNER,THE SPECIFIC INLET PROTECTION CAN BE REMOVED TO ALLEVIATE THE IMMEDIATE SAFETY CONCERN. cm G3 (M CEJ 1p, SYSTEM NPDES)GENERAL PERMIT DATED AUGUST 1,2013#MNR100001 PAGES 1-35)AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND HOWEVER, EFFORTS TO OBTAIN WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP AND AVAILABLE WITHIN 72 HOURS UPON REQUEST. PERMISSION TO TRAINING COURSE: DESIGN OF SWPPP DELEGARD TOOL ( ( TRAINING ENTITY: UNIVERSITY OF MINNESOTA 9141 LYNDALE AVENUE SOUTH 4931 W.35TH ST.SUITE 200 SEDIMENTATION CONTROL. REMOVE INLET PROTECTION BASED ON A SPECIFIC SAFETY CONCERN MUST STILL BE OBTAINED FROM THE JURISDICTIONAL AUTHORITY WITHIN 30 DAYS OF REMOVAL. ST. LOUIS PARK,MN 55416 INSTRUCTOR: JOHN CHAPMAN BLOOMINGTON, MN 55420 CivilSiteGroup.com PART III STORMWATER DISCHARGE DESIGN REQUIREMENTS TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS,AND DATES OF TRAINING COURSE: 5/15/2011 -5/16/2011 CONTACT: Matt Pavek Pat Sarver CANNOT BE PLACED IN SURFACE WATERS,INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS,OR CONDUITS AND DITCHES UNLESS THERE IS A TOTAL TRAINING HOURS: 12 763-213-3944 952-250-2003 SWPPP (PART IIIA) BYPASS IN PLACE FOR THE STORMWATER. RE-CERTIFICATION: 1/13/14-1/13/14(8 HOURS), EXP. 5/31/2017 VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE(OR ONTO STREETS WITHIN THE SITE)MUST BE MINIMIZED BY BMPS SUCH AS STONE PADS,CONCRETE OR THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS.SEE THE SWPPP PLAN SHEETS STEEL WASH RACKS,OR EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED IF SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO AND SWPPP NARRATIVE(ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE)FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION.THE PLANS SHOW LOCATIONS AND TYPES THE STREET(SEE PART IV.EA.D.). OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S.STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. AREAS AND QUANTITIES (PART I I I.A.4.B&C): THE PERMITEE MUST MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. MINIMIZING SOIL COMPACTION IS NOT REQUIRED WHERE THE FUNCTION OF THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: THE SPECIFIC AREA OF THE SITE DICTATES THAT IT BE COMPACTED.METHODS FOR MINIMIZING COMPACTION INCLUDE THE USE OF TRACKED EQUIPMENT, AND STAYING OFF OF 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE AREAS TO BE LEFT UN-COMPACTED.METHODS TO PRESERVE TOPSOIL INCLUDE STRIPPING AND STOCKPILING TOPSOIL PRIOR TO GRADING OR EXCAVATION OPERATIONS. SITE AREA CALCULATIONS 2. INSTALLATION OF SILT FENCE AROUND SITE 3.INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS. THE PERMITTEE MUST INSTALL TEMPORARY SEDIMENTATION BASINS AS REQUIRED IN PART III.B.OF THIS PERMIT. EXISTING PROPOSED 4.CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN/POND INSTALL BUILDING COVERAGE 27,545 SF 16.5% 36,591 SF 22.0% 5.CONSTRUCT TEMPORARY SEDIMENT BASIN/POND(PART III.B) DEWATERING AND BASIN DRAINING :PART IV.D ALL PAVEMENTS 41,792 SF 25.10 0 6.CLEAR AND GRUB REMAINDER OF SITE ( ) 62,391 SF 37. /05 7.STRIP AND STOCKPILE TOPSOIL ALL NON-PAVEMENTS 97,108 SF 58.3% 67,463 SF 40.5% 8.ROUGH GRADING OF SITE DEWATERING OR BASIN DRAINING(E.G., PUMPED DISCHARGES,TRENCH/DITCH CUTS FOR DRAINAGE)RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR 9.STABILIZE DENUDED AREAS AND STOCKPILES SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE 10. INSTALL SANITARY SEWER,WATER MAIN STORM SEWER AND SERVICES WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE TOTAL SITE AREA 166,445 SF 100.0% 166,445 SF 100.0% 11. INSTALL SILT FENCE/INLET PROTECTION AROUND CB'S DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER, DOWNSTREAM LANDOWNERS OR WETLANDS.THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS 12. INSTALL STREET SECTION ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR.THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP,SAND BAGS,PLASTIC SHEATHING OR OTHER 13. INSTALL CURB AND GUTTER ACCEPTED ENERGY DISSIPATION MEASURES.ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS. I MPERV IOUS SURFACE 14.BITUMINOUS ON STREETS EXISTING CONDITION 69,337 SF 41.7% 15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH FILTER BACKWASH WATERS MUST BE HAULED AWAY FOR DISPOSAL,RETURNED TO THE BEGINNING OF THE TREATMENT PROCESS,OR INCORPORATE INTO THE SITE IN A PROPOSED 98,982 SF 59.5% 16. REMOVE ACCUMULATED SEDIMENT FROM BASIN/POND MANNER THAT DOES NOT CAUSE EROSION. DISCHARGE OF THE BACKWASH WATER TO SANITARY SEWER IS ALLOWED WITH PERMISSION OF THE SANITARY SEWER AUTHORITY. 17. FINAL GRADE POND/INFILTRATION BASINS(DO NOT COMPACT SOILS IN INFILTRATION AREAS.)(PART III.C) DIFFERENCE(EX. VS PROP.) 29,645 SF 17.8% 18.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING,REMOVE SILT FENCE AND RESEED ANY AREAS I MPERV IOUS TOTAL 98,982 SF 59.5% DISTURBED BY THE REMOVAL. INSPECTIONS AND MAINTENANCE (PART IV.E): RECORDS RETENTION (PART III.E): THE CONTRACTOR IS RESPONSIBLE AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OF EROSION AND SEDIMENT CONTROL FACILITIES.THE CONTRACTOR SHALL EROSION CONTROL QUANTITIES AT A MINIMUM, INSPECT,MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES ONCE DISTURBED AREA 110,500 SF THE SWPPP(ORIGINAL OR COPIES)INCLUDING,ALL CHANGES TO IT,AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY EVERY SEVEN(7)DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER AND WITHIN 7 DAYS AFTER THAT.CONTINUE CONSTRUCTION LIMITS 40 CY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING INSPECTION ACTIVITIES UNTIL LAND-DISTURBING ACTIVITY HAS CEASED.THEREAFTER THE CONTRACTOR SHALL PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL NORMAL WORKING HOURS. VEGETATIVE COVER IS ESTABLISHED. INSPECTIONS MUST INCLUDE STABILIZED AREAS,EROSION PREVENTION AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. SILT FENCE/BIO-ROLL 1,200 LF EROSION CONTROL BLANKET 0 SF ALL OWNER(S)MUST KEEP THE SWPPP,ALONG WITH THE FOLLOWING ADDITIONAL RECORDS,ON FILE FOR THREE(3)YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN BASED ON INSPECTION RESULTS THE CONTRACTOR MAY MODIFY THE SWPPP IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF.THIS INLET PROTECTION DEVICES 9 EA PART II.C. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. MODIFICATION MUST BE MADE WITHIN 7 CALENDAR DAYS OF THE INSPECTION UNLESS OTHERWISE REQUIRED BY THE TERMS OF THE PERMIT,LEGAL,REGULATORY,OR PHYSICAL ACCESS CONSTRAINTS. NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY.CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT 1. THE FINAL SWPPP; QUANTITIES FOR BIDDING AND CONSTRUCTION. INSPECTION REPORTS MUST BE RECORDED WITHIN 24 HOURS IN WRITING AND KEPT ON FILE BY THE CONTRACTOR AS AN INTEGRAL PART OF THE SWPPP ON SITE AND THEN 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; FOR AT LEAST 3 YEARS FROM THE DATE OF COMPLETION OF THIS PROJECT. SWPPP CONTACT PERSON L0 N 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION(SEE PART IV.E. INSPECTIONS AND MAINTENANCE); ALL PERIMETER CONTROL DEVICES MUST BE REPAIRED,REPLACED OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT LO OF THE DEVICE.THESE REPAIRS MUST BE MADE BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY,OR THEREAFTER AS SOON AS FIELD CONDITIONS ALLOW ACCESS. CONTRACTOR: SWPPP INSPECTOR TRAINING: z 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY,CONTRACTS,COVENANTS AND OTHER ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE;AND REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS,CATCH BASINS,AND OTHER DRAINAGE SYSTEMS,AND RESTABILIZE THE PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE z AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED TOPSOIL. THIS REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN 7 DAYS OF DISCOVERY UNLESS PRECLUDED NPDES CONSTRUCTION SITE PERMIT. 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. BY LEGAL,REGULATORY,OR PHYSICAL ACCESS CONSTRAINTS. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE J z SEE(ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATEFOR SITE SPECIFIC INSPECTIONS AND MAINTENANCE REQUIREMENTS. CONTRACTOR AND KEPT ON SITE WITH THE SWPPP )PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS Q O J c� EROSION PREVENTION (PART IV.B): POLLUTION PREVENTION MANAGEMENT (PART Iv.F): > p PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT J J H z THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE; O THE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATE CONSTRUCTION PHASING,VEGETATIVE BUFFER STRIPS,HORIZONTAL SLOPE STORM WATER MANAGEMENT SYSTEM GRADING,AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION,SO THAT THE INSPECTION AND MAINTENANCE REQUIREMENTS OF PART IV.E.ARE COMPLIED WITH. SOLID WASTE:COLLECTED SEDIMENT,ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS,PAPER,PLASTIC,FABRIC,CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER Q 0 THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED(E.G.WITH FLAGS,STAKES,SIGNS,SILT FENCE ETC.)ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MINNESOTA POLLUTION CONTROL AGENCY(MPCA)DISPOSAL REQUIREMENTS. PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS.THE J PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. W ; 00 ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT NO LATER THAN THE END OF THE NEXT WORK DAY WHEN HAZARDOUS MATERIALS:OIL,GASOLINE,PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT,TO PREVENT SPILLS, - EARTH-DISTURBING ACTIVITIES WILL CEASE FOR AT LEAST 14 DAYS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT,CLAY OR ORGANIC COMPONENTS(E.G.,CLEAN LEAKS OR OTHER DISCHARGE.RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM.STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): J W AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES,SAND STOCKPILES)AND THE CONSTRUCTED BASE COMPONENTS OF ROADS,PARKING LOTS AND SIMILAR BE IN COMPLIANCE WITH MPCA REGULATIONS. a W SURFACES ARE EXEMPT FROM THIS REQUIREMENT BUT MUST COMPLY WITH PART IV.C.5. CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: W > EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE.RUNOFF MUST BE CONTAINED AND WASTEWATER ATTACHMENT A.CONSTRUCTION SWPPP TEMPLATE-SITE SPECIFIC SWPPP DOCUMENT LLl J Q SOILS WITHIN 200 FEET OF A PUBLIC WATER(AS DESIGNATED BY THE MINNESOTA DNR)MUST BE STABILIZED WITHIN 24 HOURS DURING FISH SPAWNING TIMES. PROPERLY DISPOSED OF.NO ENGINE DEGREASING IS ALLOWED ON SITE. ATTACHMENT B.CONSTRUCTION STORMWATER INSPECTION CHECKLIST z LLI ATTACHMENT C.MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS w J THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE,OR CONCRETE WASHOUT:ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK PROOF CONTAINMENT FACILITY OR ATTACHMENT D:STORMWATER MANAGEMENT REPORT-ON FILE AT THE OFFICE OF PROJECT ENGINEER.AVAILABLE UPON REQUEST. = Q DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE,OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. IMPERMEABLE LINER.A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER THE GROUND IS CONSIDERED AN IMPERMEABLE LINER.THE LIQUID AND ATTACHMENT E:GEOTECHNICAL EVALUATION REPORT-ON FILE AT THE OFFICE OF PROJECT ENGINEER.AVAILABLE UPON REQUEST. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. SOLID WASTES MUST NOT CONTACT THE GROUND,AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES z MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE 04 J STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.CONCRETE WASHOUT MAY ALSO OCCUR OFF SITE ACCORDING TO THE APPROPRIATE REGULATIONS. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: 00 SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. ti FUELING OPERATION PLAN:ALL FUELING SHALL TAKE PLACE AT THE DESIGNATED FUELING LOCATION AND ACCORDING TO BEST PRACTICES FOR SITE FUELING OPERATIONS AS 0 TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM(WITH PROPERLY DESIGNED ROCK DITCH CHECKS,BIO ROLLS, CD TO MINIMIZE THE POTENTIAL FOR SPILLS. THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE 00 SILT DIKES ETC.)DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. ti SYSTEM. SPILL PREVENTION PLAN:ALL SPILLS SHALL BE IMMEDIATELY CLEANED UP AFTER DISCOVERY. THE SITE SUPERINTENDENT,WHO IS RESPONSIBLE FOR DAY-TO-DAY ONSITE U CONSTRUCTION OPERATIONS WILL BE THE SPILL PREVENTION COORDINATOR AND WILL BE RESPONSIBLE FOR IMPLEMENTING CLEAN UP PROCEDURES, POSTING CLEAN UP W PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. RECOMMENDATIONS,AND ENSURING PROPER CLEAN UP TRAINING OF APPROPRIATE PERSONNEL. PROJECT NARRATIVE; 0 tY d SEED NOTES (PART III.A.4.A): SANITARY AND SEPTIC WASTE:SANITARY/SEPTIC FACILITIES SHALL BE PROVIDED AND MAINTAINED IN A NEAT AND SANITARY CONDITION, FOR THE USE OF THE CONTRACTOR'S PROJECT IS A REDEVELOPMENT OF AN EXISTING APARTMENT SITE.THE EXISTING PARKING LOT WILL BE REMOVED AND A NEW APARTMENT EMPLOYEES.A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS WILL COLLECT SANITARY WASTE FROM PORTABLE UNITS. BUILDING AND PARKING LOT WILL BE CONSTRUCTED. SITE AND LANDSCAPE IMPROVEMENTS WILL OCCUR. I HEREBY CERTIFY THAT THIS PLAN, ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. SPECIFICATION,OR REPORT WAS FINAL STABILIZATION (PART IV.G): SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED); PREPARED BY ME OR UNDER MY DIRECT GENERAL RECOMMENDATIONS: SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE ACCORDING THE DEFINITIONS IN THE NPDES GENERAL PERMIT PART IV SECTION G.THE CONTRACTOR NOT REQUIRED UNDER THE LAWS OF THE STATE OF MUST SUBMIT A NOTICE OF TERMINATION(N.O.T.)WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE OR WITHIN 7 DAYS AFTER SELLING THE SITE OR PORTION OF THE MINNESOTA. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SITE(THAT HAS NOT UNDERGONE FINAL STABILIZATION)TO ANOTHER PARTY.A COPY OF THIS NOTICE OF TERMINATION/PERMIT MODIFICATION FORM MUST GO TO THE NEW PERMANENT STABILIZATION NOTES SITE SPECIFIC: OWNER.THE ORIGINAL CURRENT OWNER MUST PROVIDE A SWPPP TO THE NEW OWNER THAT SPECIFICALLY ADDRESSES THE REMAINING CONSTRUCTION ACTIVITY.SEE THE SEED SWPPP PLAN SHEETS AND SWPPP NARRATIVE(ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE)AND SWPPP PLAN SHEETS FOR FINAL STABILIZATION MEASURES PERMANENT SEED MIX • TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112(WINTER WHEAT COVER CROP)FOR WINTER AND 21-111 (OATS COVER CROP)FOR SPRING/SUMMER APPLICATIONS. a FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. '/�Ma hew R. Pavek BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. •• AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST)AT 35 LBS PER DATE 04/11/16 LICENSE No. 44263 ACRE. MULCH •• DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL)AT 40 LBS PER ACRE. ISSUE/SUBMITTAL SUMMARY • IMMEDIATELY AFTER SEEDING,WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION.MULCH SHALL BE APPLIED • MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. AT 90%COVERAGE(2 TONS PER ACRE OF STRAW MULCH) DATE DESCRIPTION SLOPES 04/11/16 CITY SUBMITTAL • 3:1 (HORIZ/VERT.)OR FLATTER MUCH SHALL BE COVERED WITH MULCH • SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. • SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. SEDIMENT CONTROL (PART IV.C): SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. a. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM(E.G.,DITCHES WITH ROCK CHECK DAMS)REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. REVISION SUMMARY b. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED,ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS MUST BE INSTALLED TO ELIMINATE THE OVERLOADING,AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN PART III.A.4,A.THROUGH C. DATE DESCRIPTION c. IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES,THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING,OR SWPPP - NARRATIVE PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER,SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN(STREET FLOODING/FREEZING)HAS BEEN IDENTIFIED AND THE PERMITTEE(S)HAVE RECEIVED WRITTEN CORRESPONDENCE FROM THE JURISDICTIONAL AUTHORITY(E.G.CITY/COUNTY/TOWNSHIP/MNDOT ENGINEER)VERIFYING THE SW1 ■ (CROVRO sRote ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT (M f3 QD U p 4931 W.35TH ST.SUITE 200 ST. LOUIS PARK,MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver -�i vJ � z� Li vilSite Civil Site _ _ Civ Idslt 763 213-3944 952-250-2003 R C> U P � G R C3 L1 P 1r_ R <3 u P G R O U P TM Dates of construction{Briefly describe where construction activity occurs. Include address if available.} General Site Information (III.A) N/A Construction start date: 9116 Estimated completion date: 9117 1. Describe the location and type of all temporary and permanent erosion prevention and sediment control Best Management 9. Identify adjacent public waters where the Minnesota Department of Natural Resources(DNR)has declared"work in water Practices(BMPs).Include the timing for installation and procedures used to establish additional temporary BMPs as restrictions"during fish spawning timeframes Minnesota Pollution Attachment A: General Construction Project Information necessary.(III.A.4.a) N/A Control Agency THE PROJECT WILL BE PROTECTED BY TWO(2)MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. SWPPP Site S peci fie Document Describe the construction activity(what will be built, general timeline,etc}: THE PROJECT WILL BE THE CONSTRUCTION 520 Lafayette Road North THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS Selection of a Permanent Stormwater Management System IIID. St.Paul,MN 55155-4194 OF A MULTIFAMILY APARTMENT BUILDING. y { ) Stormwater Pollution Prevention Plan [SWPPP] NECESSARY.INLET PROTECTION DEVICES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY To comply with the General Stormwater Permit for Construction Activity Describe soil types found at the project: THE EXISTING SOILS AT THE SITE ARE PRIMARILY SANDS. 1. Will the project create a new cumulative impervious surface greater than or equal to one acre? [_]Yes ®No OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE.AS THE PROJECT PROGRESSES Doc TypeStormwaterPo!lution Prevention Plan If yes,a water quality volume of one inch of runoff from the cumulative new impervious surfaces must be retained on site(see ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED. Part IIID of the permit)through infiltration unless prohibited due to one of the reasons in Part III.D.i.j.If infiltration is prohibited identify other method of other volume reduction(e.g.,filtration system,wet sedimentation basin, regional ponding or Site Location map - Attach maps(U.S.Geologic Survey 7.5 minute quadrangle,National Wetland Inventory maps or Construction Activity Information equivalent)showing the location and type of all receiving waters,including wetlands,drainage ditches,stormwater ponds 2• Attach to this SWPPP a table with the anticipated quantities for the life of the project for all erosion prevention and sediment equivalent method control BMPs(III.A.4.b) or basins,etc.that will receive runoff from the project.use arrows showing the direction of flow and distance to the water Project name: APPLE VILLA body SEE PAGE SV111.3 2. Describe which method will be used to treat runoff from the new impervious surfaces created by the project(III.D): Project location(Briefly describe where construction activity occurs.Include address if available.) 3. Attach to this SWPPP a site map that includes the following features{III.A.3.b-f}: Address or describe area: 7800 WHITNEY DRIVE fi ;; _ Existing and final grades,including dividing lines and direction of flow for all pre and post-construction stormwater + Infiltration/Filtration sedimentation basin runoff drainage areas located within the project limits. • Regional ponds City or Township: APPLE VALLEY MN Zip code: 55124 ¢ _ ;, Locations of impervious surfaces and soil types. + Combination of practices ` J • Locations of areas not to be disturbed. LatiiudeAongitude of approximate centroid of project: LAT:44.726059 LONG:-93.22181 of phased Include all calculations and design information for the method selected.See Part II I.D of the permit for specific requirements Location of areas ed construction Method of collection of latitudellongitude: t=a All surface waters and existing wetlands within one mile from the project boundaries that will receive stormwater associated with each method. runoff from the site(identifiable on maps such as USGS 7.5 minute quadrangle maps or equivalent).Where -1 GPS ®Online tool ❑USGS Topographic map ' \ INFILTRATIONIFILTRATION �� ,' surface waters receiving runoff associated with construction activity will not fit on the plan sheet,they must be All cities where construction will occur: APPLE VALLEY identified with an arrow,indicating both direction and distance to the surface water. Calculations are within the Site Storm Water management Report and part of this SWPPP as Attachment D. All counties where construction will occur: DAKOTA Methods to be used for final stabilization of all exposed soil areas. 3. If it is not feasible to meet the treatment requirement for the water quality volume,describe why.This can include proximity to 4. Were stormwater mitigation measures required as the result of an environmental, archaeological,or other required local, bedrock or road projects where the lack of right of way precludes the installation of any permanent stormwater management All townships where construction will occur: y _ g q g q practices. Describe what other treatment,such as grasses swales,smaller ponds, or grit chambers,will be implemented to state,or federal review of the project? El Yes ®No treat runoff prior to discharge to surface waters.(III.C) Project size(number of acres to be disturbed): 2.5 ;u - If yes, describe how these measures were addressed in the SWPPP.(III.A.6.) r N/A Project type: IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME. ' S. Is the project located in a karst area such that additional measures would be necessary to protect drinking water supply4. For projects that discharge to trout streams, including tributaries to trout streams,identify method of incorporating temperature ® Residential ❑Commerciallindustrial ❑ Road construction <� •9M4E8 '- p l ry p g controls into the permanent stormwater management system. management areas as described in Minn.R.chapters 7050 and 7060? [1 Yes ❑No El Residential and road construction 71 Other{describe}: �i ,A �a�. I L"­ � If yes, describe the additional measures to be used.(III.A.7.) N/A LAI Cumulative impervious surface: N/A k Existing area of impervious surface: 1.6 (to then earest tenth acre) 6. Does the site discharge to a calcareous fen listed in Minn. R.7050.0180,subp.6.b.? ❑Yes ❑No Erosion Prevention Practices (IV.B) , r Post construction area of impervious surface: 2.3 {to the nearest tenth acre} If yes, a letter of approval from the Minnesota Department of Natural Resources must be obtained prior to application for Describe the types of temporary erosion prevention BMPs expected to be implemented on this site during construction: Total new area of impervious surface: 0.7 to the nearest tenth acre this permit.{Part I B.6 and Part III.A.8) N O p { } . 1. Describe construction phasing,vegetative buffer strips, horizontal slope grading,and other construction practices to minimize 7. Does the site discharge to a water that is listed as impaired for the following pollutant{s}or stressor(s):phosphorus, erosion. Delineate areas not to be disturbed(e.g.,with flags, stakes,signs,silt fence, etc.)before work begins. LO N Receiving waters ` i` ' ' •- =' turbidity,dissolved oxygen or biotic impairment? Use the Special and Impaired Waters Search Tool at: LO www.pea.state.mn.uslwaterlstormwaterlstormwater-c.html. ❑Yes ❑No SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE. z w Type Special water? Impaired Water?** If no,skip to Training. 2. Describe Methods of temporarily stabilizing soils and soil stockpiles(e.g., mulches,hydraulic tackifiers, erosion blankets,etc.): (ditch,pond, etland,lake, (See Stormwater Permit (See Stormwater Permit Z Water body ID* Name of water body stream,river] Appendix Aa Appendix Ai Does the impaired water have an approved Total Maximum Daily Loads(TMDL)with an Approved Waste Load Allocation TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, LAC LAVON LAKE [-]Yes ®No [-]Yes ®No for construction activity? E]Yes Yes ®NW WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. ., [_1Yes [_1No ❑Yes [_1If yes:No 3. Describe Methods of dissipating velocity along stormwater conveyance channels and at channel outlets(e.g., check dams, J z ❑Yes ❑No ❑Yes ❑No a. List the receiving water,the areas of the site discharging to it,and the pollutant(s)identified in the TMDL. sediment traps, rip rap, etc.): Q O 0 E]Yes E]No El Yes El No b. List the BMPs and any other specific construction stormwater related implementation activities identified in the SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL OUTLETS. J > O TMDL. Water Bod identification !D m ht not be avala6 e for a!!waterbodres Use the 5 etre!and Impaired Wafers Search Too!at 4. Describe Methods to be used for stabilization of ditch and swale wetted perimeters Note that mulch hydraulic soil tackifiers 1 J p p P { Y J LU Z If the site has a discharge point within one mile of the impaired water and the water flows to the impaired water but no hydromulches,etc.are not acceptable soil stabilization methods for any part of a drainage ditch or swale) J - lmparred water for the following po!lufant(s)of sfressor(s) phosphorus, turbidity,dissolved oxygen, orbiot;c impairment specific BMPs for construction are identified in the TMDL, the additional BMPs in Appendix A(C.1, C.2,C.3&(C.4-trout ri FINAL STABILIZATION OF SWALES WILL BE SOD. stream))must be added to the SWPPP and implemented.(II I.A.7).The additional BMPs only apply to those portions of the O project that drain to one of the identified discharge points. 5. Describe Methods to be used for energy dissipation at pipe outlets(e.g., rip rap,splash pads,gabions,etc. Q O www.pca.state.mn.us 651.296.6300 800-657-3864 TTY 651-282-5332 or 800.657.3864 Available in alternative formats www.pca.state.mn.us 651-296-6300 • 800-657-3864 TTY 651-282-5332 or 800-657.3864 Available in alternative formats www.pca.state.mn.us 651.296-6300 800.657-3864 TTY 651-282-5332 or 800-657-3864 Available in alternative formats www.pca.state.mn.us 651-296-6300 800-657-3864 TTY 651.282-5332 or 800-657-3864 Available in alternative formatsJ wq-strm2-12 • 4113109&8116113 Page 1 of 7 wq-strm2-12 4113109&8116113 Page 2 of 7 wq-strm2-12 4113109&8116113 Page 3 of 7 wq-strm2-12 • 4113109&8116113 Page 4 of 7 LU w m J o CD U) a W > a LU J Q 1LIJ i 'iS'te -1 Z!e Civi I C) ce p G R O U P RIP RAP WILL BE UTILIZED AT PIPE OUTLETS. 9. Is the project required to install a temporary sediment basin due to 10 or more acres draining to a common location or 5 acres STORMWATER INSPECTION CHECKLIST." N 6. Describe Methods to be used to promote infiltration and sediment removal on the site prior to offsite discharge,unless or more if the site is within 1 mile of a special or impaired water? ❑Yes E No N00 J infeasible(e.g.,direct stormwater flow to vegetated areas): If yes,describe(or attach plans)showing how the basin will be designed and constructed in accordance with Part III.0 of the Pollution Prevention Management Measures (IV.F) permit. r DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILZED. 1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater: OO r NIA ALL BUILDING PRODUCTS WILL BE SEALED AND STORED INA MANNER TO MINIMIZE EXPOSURE. CD 2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers,treatment chemical,and landscape materials: ~ 7. For drainage or diversion ditches,describe practices to stabilize the normal wetted perimeter within 200 lineal feet oftheALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE. LU property edge or point of discharge to surface water.The last 200 lineal feet must be stabilized within 24 hours after Dewatering and Basin Draining (IV.D) connecting to surface waters and construction in that portion of the ditch has temporarily or permanently ceased for all 0 discharges to Special, Impaired or`work in water restrictions".All other remaining portions of the temporary or permanent 1. Will the project include dewatering or basin draining? ElYes ®No ditches or swales within 14 calendar days after connecting to a surface water,property edge and construction in that area has 0- temporarily temporarily or permanently ceased. If yes,describe measures to be used to treat/dispose the ipermi of turbid or sediment-laden water and method to prevent erosion or 3. Describe practices for storage and disposal of hazardous materials or toxic waste(e.g.,oil, fuel,hydraulic fluids, paint scour of discharge points{see Part IV.D of the permit}: solvents,petroleum-based products,wood preservative, additives,curing compounds,and acids)according to Minn. R.ch. I HEREBY CERTIFY THAT THIS PLAN, NIA-NO DITCHES ON SITE 7045,including restricted access and secondary containment: SPECIFICATION,OR REPORT WAS 8. Describe additional erosion prevention measures that will be implemented at the site during construction(e.g.,construction ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE PREPARED BY ME OR UNDER MY DIRECT phasing,minimizing soil disturbance,vegetative buffers, horizontal slope grading,slope draining/terracing, etc.): SUPERVISION AND THAT I AM A DULY OTHER EROSION CONTROL PRACTICES INCLUDE BUT NOT LIMITED TO;MINIMIZE SITE EXPOSURE WHEN 2• Will the project include use of filters for backwash water? ❑Yes R1 No LAWS. LICENSED PROFESSIONAL ENGINEER Ifyes,describe how filter backwash water will be managed on the site or properly disposed(see Part III.D.3.ofthe permit): 4. Describe collection, storage and disposal of solid waste in compliance with Minn.R.ch.7035: UNDER THE LAWS OF THE STATE OF POSSIBLE. MINNESOTA. ALL CONSTRUCTION DEBRIS AND SOLID WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING 9. If applicable,include additional requirements in Appendix A Part C.3 regarding maintaining a 100-foot buffer zone or installing TO LOCAL AND STATE LAWS. redundant BMPs for portions of the site that drain to special waters). NIA Additional BMPs for Special Waters and Discharges to Wetlands (Appendix A, Parts C and D) 5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R.ch. 7040: 10. If applicable,describe additional erosion prevention BMPs to be implemented at the site to protect planned infiltration areas 1. Special Waters. Does your project discharge to special waters? ❑Yes ®No Ma hew R. Pavek SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS SATE 04/11/16 LICENSE NO. 44263 MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREA. 2. If proximity to bedrock or road projects where the lack of right of way precludes the installation of any of the permanent NEEDED BY THE PROVIDER. stormwater management practices,then other treatment such as grassed swales,smaller ponds, or grit chambers is required prior to discharge to surface waters.Describe what other treatment will be provided. 6. Describe spill prevention and response for fueling and equipment or vehicle maintenance: ISSUE/SUBMITTAL SUMMARY Sediment Control Practices (IV.C) Describe the methods ersediment control BMNIA EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS.VEHICLES AND EQUIPMENT DATE DESCRIPTION of Ps to be implemented at this site during construction to minimize sediment 3. Describe erosion and sediment controls for exposed soil areas with a continuous positive slope to a special waters, and SHALL BE CHECKED FOR LEAKS. impacts to surface waters,including curb and gutter systems 04/11/16 CITY SUBMITTAL temporary sediment basins for areas that drain five or more acres disturbed at one time. 1. Describe Methods to be used for down gradient perimeter control: 7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site: NiA SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE. ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE. 4. Describe the undisturbed buffer zone to be used(not less than 100 linear feet from the special water). 2. Describe Methods to be used to contain soil stockpiles: 8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground: NiA SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY. ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE. 5. Describe how the permanent stormwater management system will ensure that the pre and post project runoff rate and volume 3. Describe Methods to be used for storm drain inlet protection: from the 1, and 2-year 24-hour precipitation events remains the same. SEE INLET PROTECTION DETAILS. NIA Final Stabilization (IV.G) 6. Describe how the permanent stormwater management system will minimize an increase in the temperature of trout stream 1. Describe method of final stabilization(permanent cover)of all disturbed areas: 4. Describe Methods to minimize vehicle tracking at construction exits and street sweeping activities: p 9 Y Y p receiving waters resulting in the 1, and 2-year 24-hour precipitation events. FINAL STABILIZATION WILL BE ACOMPLISHED WITH PAVEMENT,SOD AND LANDSCAPE MATERIALS. THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE. 5. Describe Methods, If applicable,additional sediment controls(e.g., diversion berms)to be installed to keep runoff away from NiA 2. Describe procedures for completing Final stabilization and terminating permit coverage(see Part IV.G.1-5): planned infiltration areas when excavated prior to final stabilization of the contributing drainage area: 7. Wetlands. Does your project discharge stormwater with the potential for significant adverse impacts to a wetland(e.g., UPON FINAL STABILIZATION DESCRIBED ABOVE, THE CONTRACTOR AND OWNER SHALL MUTUALLY TRANSFER conversion of a natural wetland to a stormwater pond)? F1 Yes V1 No SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS. THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OF TERMINATION REVISION SUMMARY If Yes,describe the wetland mitigation sequence that will be followed in accordance with Part D of Appendix A. 6. Describe methods to be used to minimize soil compaction and preserve top soil{unless infeasible}at this site: PROCEDURE. DATE DESCRIPTION NIA LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED. 7. Describe plans to preserve a 50-foot natural buffer between the project's soil disturbance and a surface water or plans for Documentation of infeasibility: (If Applicable) redundant sediment controls if a buffer is infeasible: Inspections and Maintenance (IV.E) DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND.PROJECT WILL NOT DISTURB WITHIN 200 Describe procedures to routinely inspect the construction site: FEET OF WETLAND. • Once every seven(7)days during active construction and, + Within 24 hours after a rainfall event greater than 0.5 inches in 24 hours, and within seven(7)days after that. 8. Describe plans for use of sedimentation treatment chemicals{e.g.,polymers, flocculants, etc.}see Part IV.C.10 of the permit: Inspections must include stabilized areas,erosion prevention and sediment control BMPs, and infiltration areas. NIA INSPECTOR WI LL FOLLOW REOU IREM ENTS SPECIFIED ABOVE AND FI LL OUT"ATTACHMENT B-CONSTRUCTION SWPPP - www.pca.state.mn.us • 651-296-6300 . 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats www.pca.state.mn.us . 651-296-6300 • 800-657-3864 • TTY651-282-5332 or 800-657-3864 • Available in alternative formats www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 Available in alternative formats ATTACHMENTS wq-strm2-12 • 4113109&8116113 Page 5 of 7 wq-strm2-12 • 4113109&8116113 Page 6 of wq-strm2-12 • 4113109&8116113 Page 7 of SW1 ■ ATTACHMENT B: SWPPP INSPECTION FORM ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM (CROVRO sRote 4931 W.35TH ST.SUITE 200 ST. LOUIS PARK,MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver kd IL � 763 213-3944 952-250-2003 R C3 U P _ G R C3 U P G R O U P . 6. Do pipe outlets have energy dissipation? ❑ ❑ ❑ Comments: ATTACHMENT C Oftnd Minnesota Pollution STORM WATER MANAGEMENT Control Agency FACILITY MAINTENANCE SCHEDULE 524 Lafayette Road North ATTACHMENT B St.Paul,MN 55155-4194 Construction Stormwater 1 . All grit chambers, sump catch basins, sump manholes, outlet structures, culverts, outfall structures and other storm water facilities for which Inspection Checklist Sediment Control Requirement (Part IV.C.) maintenance requirements are not otherwise specified herein must be inspected Construction Stormwater Program Yes No NA in the spring, summer and fall of each year. Within 30 days of the inspection Doc Type:Permittwg cneckrisr 1. Perimeter control installed on all down gradientperimeters? ❑ ❑ ❑ date, all accumulated sediment and debris must be removed such that each Note:This inspection report does not address all aspects of the National Pollutant Discharge Elimination System/State Disposal 2. Perimeter control trenched inwhere appropriate? ❑ ❑ ❑ storm water facility operates as designed and permitted. Contributing drainage System NPDES/SDS Construction Stormwater permit Permit issued on August 1,2013.The completion of this checklist does not areas must be kept clear of litter and vegetative debris, inflow pipes and y { } p (Permit)� g p 3. 50 Foot-natural buffer maintained around all surface waters? ❑ ❑ ❑ guarantee that all permit requirements are in compliance;it is the responsibility of the Permittee(s)to read and understand theoverflow spillways kept clear, Inlet areas kept clean,and undesirable vegetation permit requirements. If No,have redundant sediment controls been installed? El ❑ ❑ removed. Erosion impairing the function or integrity of the facilities, if any, will 4. Inlet protection on all catch basins and culvert inlets? El El El 5. Vehicle tracking Best Management Practices BMPs at all site exits? Ll F1 Ll be corrected, and any structural damage impairing orthreatening to impair the Facility Information 6. All tracked sediment removed within 24 hours? function of the facilities must be repaired. El F-1 El Site name: APPLE VILLA 7. Are all infiltrations stems staked and marked to avoid compaction? ❑ ❑ ❑ Facility address: 7800 WHITNEY DRIVE Permit number: 8. Are all infiltration areas protectedwith a pretreatment device? ❑ ❑ ❑ 2. Volume Control facilities and Contributing drainage areas must be City: APPLE VALLEY State: MN Zip code: 55124 9. Do all stockpiles have perimetercontrol? ❑ ❑ ❑ inspected every three months during the operational period (between spring Comments: snowmelt and first substantial snowfall)and monitored after rainfall events of 1 Inspection Information inch or more to ensure that the contributing drainage area is clear of litter and Inspector name: Phone number: debris, inflow pipes and overflow spillways are clear, inlet areas are clean, Date(mmldd/yyyy): Time: 71 am F-1 pm undesirable vegetation is removed and there is no erosion impairing or Is the inspector certified in sediment and erosion control and it is documented in the Stormwater Pollution Prevention Plan threatening to impair the function of facility. If sediment has accumulated in a (SVVPPP)? ❑Yes ❑No infiltration feature,within 30 days of inspection deposited sediments must be Is this inspection routine or in response to a storm event: Maintenance-Erosion and Sediment Control BMPs (Part IV.E.) removed, the infiltration capacityof the underlying soils must be restored, and Rainfallamount(if applicable): Yes No NA any surface disturbance must be stabilized. Inspection must ensure that Is site within one aerial mile of special or impaired water? 1. Are all previously stabilized areas maintaining 90% round cover? ❑ ❑ ❑ N p p El ❑No sediment traps and forebays are trapping sediment and that more than 50 If es, follow Appendix A and other applicable permit requirements. 2. An ditch erosion observed? ❑ ❑ ❑ T_ O y pp pp p q percent of storage volume remains,the contributing drainage area is stable LO N 3. Perimeter Control-Has sediment reached one half the height of the device? ❑ ❑ ❑ (i.e., no erosion Is observed), and inlets and outlet/overflow spillways are in L0 Note: If NA is selected at anytime,specify why in the comment area for that section. 4. Are inlet protection devices maintained and functioning ro erl ? ❑ ❑ ❑ good conditions with no erosion. Maintenance techniques used must protect the Z L0 Comments: infiltration capacity of the practice by limiting soil compaction to the greatest Z Erosion Control Requirement (Part IV.B) extent possible(e.g., by using low-impact earth-moving equipment). 2 Yes No NA J Z a 1. Soil stabilization where no construction activity for 14 days? 7 days were applicable) ❑ F-13. Underground storage chambers must be inspected at least once a J O O❑ J Q O � 2. Has the need to disturb steep El F-1 F-1sloes been minimized? year to ensure that adequate storage capacity remains. Capacitywillbe considered inadequate if sediment has decreased the storage volume by 50 J LU Z 3. All ditches stabilized 200'back from point of discharge within 24 hours?(Not mulch Ll L1 Ll Other J 4. Are there erosion BMP's for onsite stockpiles? ❑ ❑ ❑ Yes No NA 5. Are appropriate BMP's installed protecting inlets/outlets? ❑ ❑ ❑ 1. Are all materials that can leach pollutants undercover? ❑ ❑ ❑ 1 > Q O www.pca.state.mn.us 651.296.6300 800-657-3864 TTY 651-282-5332 or 800.657.3864 • Available in alternative formats www.pca.state.mn.us • 651-296-6300 • 800-657-3864 TTY 651-282-5332 or 800-657.3864 Available in alternative formats J wq-strm2-36 • 314114 Page 1 of 4 wq-strm2-36 • 314114 Page Z of 4 LU w � m J o CD U) a Civilbite IL WW > 1�T"ISit IC.. lVIUS1te UJ G R Co U P Q = W a G R Co U P G R O U P > Q 2. Has access been restricted to onsite hazardous materials? ❑ ❑ ❑ 15. Description of areas of non-compliance noted during the inspection,required corrective actions,and recommended date of N ' 3. Does on-site fueling only occur in a contained area? ❑ ❑ ❑ completion of corrective actions: percent of its original design volume. Accumulated debris and sediment will be ( J 4. Are all solid wastes being properly disposed of? ❑ ❑ ❑ removed, and inlet and outlet structures will be cleared of any flow I� 5. Is the concrete washout area completely contained? ❑ ❑ ❑ im pediments. 00 C� 6. Is the concrete washout area marked with a sign? ❑ ❑ ❑ 00 Comments: 16. Proposed amendments to the SVVPPP: U W O 7. Were any discharges seen during this inspection,sediment,water, or otherwise? ❑Yes ❑No 17. Potential areas of fixture concern: I HEREBY CERTIFY THAT THIS PLAN, If yes,state the exact location of all points of discharge. Photograph the discharge and describe the discharge(color,odor, SPECIFICATION,OR REPORT WAS foam,oil sheen,etc).How will it be removed?How did the discharge happen?How much was discharged?How will it be PREPARED BY ME OR UNDER MY DIRECT stopped,and how long will it take to stop?Is the discharge going into an adjacent site?Was the discharge a sediment delta?If SUPERVISION AND THAT I AM A DULY yes,will the delta be recovered within 7 days? LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 18. Additional comments: _Z�& 8. Will a permanent stormwater management system be utilized in this project as required and in accordance with Part III.D of the Ma hew R. Pavek permit?Describe: DATE 04/11/16 LICENSE NO. 44263 Disclosures: ISSUE/SUBMITTAL SUMMARY • After discovery,the permit requires many of the deficiencies that may be found in this checklist be corrected within a DATE DESCRIPTION 9. Is any dewatering occurring on site? ❑Yes ❑No specified period of time.See permit for more details. 04/11/16 CITY SUBMITTAL • This inspection checklist is an option for small construction sites.Large construction sites and linear projects require more Ifyes,where?What BMP is being used?How much water is being dewatered?Isthe water clear?Where isthe water being extensive/more location specific inspection requirements. discharged to? The Permittee(s)is/are responsible for the inspection and maintenance of temporary and permanent water quality management BMP's as well as erosion prevention and sediment control BMPs until another Permittee has obtained coverage under this Permit according to Part II.B.5., or the project has undergone Final Stabilization and a Notice of Termination has been submitted to the MPGA. 10. Is a copy of the SWPPP located on the construction site? ❑Yes ❑No 11. Has the SWPPP been followed and implemented on site? ❑Yes ❑No 12. Is a sedimentation basin required for this project as specified in the permit? ❑Yes ❑No If yes, are they maintained as specified in the permit? ❑Yes ❑No 13. Is the topsoil on this project being preserved? ❑Yes ❑No If yes, explain how the topsoil is being preserved.If not,explain why it was infeasible. REVISION SUMMARY DATE DESCRIPTION 14. Are all infiltration systems marked to avoid compaction? ❑Yes ❑No Do all infiltration areas have pretreatment devices? ❑Yes ❑No z SWPPP - www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats www.pca.state.mn.us • 651-296-6300 800-657-3864 TTY651-282-5332 or 800-657-3864 Available in alternative formats ATTACHMENTS wq-strm2-36 • 314114 Page 3 of 4 wq-stnn2-36 • 314114 Page 4 of 4 SW1 ■ CITY OF APPLE VALLEY RESOLUTION NO. 2016 - A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR DELEGARD APPLE VILLA APARTMENTS AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Chapter 155 of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of such a buildingr` rmit issuance has been requested for the above referenced project; andr8 WHEREAS, the Apple Valley Planning Commission has reviewed the development plans and made a recommendation as to their approval at a public meeting held on July 6, 2016. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the issuance of a building permit for a 28-unit apartment building is hereby authorized, subject to the following conditions: 1. Approval of the Building Permit is conditioned upon the approval of the Comprehensive Plan Amendment from"MD" (Medium Density)to "HD" (High Density). 2. Approval of the Building Permit is conditioned upon the approval of the Rezoning of the property from"M-7C" (Multiple family, 12-20 units/acre)to "PD" (Planned Development). 3. Approval of the Building Permit is conditioned upon the approval and recording of the final plat of Apple Villa 2nd Addition, development agreement, planned development agreements and associated documents at the Dakota County Recorder's Office in accordance with the requirements of the City Subdivision Code (Chapter 153. 4. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 5. The Building Permit shall be applicable to property identified as Lot 1, Block 1, Apple Villa 2nd Addition. 1 6. No demolition may occur until a Demolition Permit has been obtained. All demolition must follow the City's Demolition Permit Procedure. 7. Construction shall occur in conformance with the Site Plan dated April 11, 2016, including parking lot paving and a non-surmountable concrete curb and gutter around the entire perimeter with a minimum driveway approach radius of 15' at each public street, and a valley gutter at the edge of the street pavement. 8. Site grading shall occur in conformance with a Natural Resources Management Plan(NRMP)which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval, if required, from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 9. The final stormwater management plan shall be reviewed and approved by City Engineer prior to issuance of the building permit. 10. The final utility plan shall be reviewed and approved by the City Engineer prior to issuance of the building permit. 11. Construction shall occur in conformance with the landscape plan dated April 11, 2016 and revised August 31, 2016, including sodded/seeded public boulevard area up to each street curbline; subject to the following: a. The petitioner shall submit a nursery bid list that confirms that the landscape plantings meet or exceed 2-1/2%of the value of the construction of the building addition. b. The landscape plan shall be revised by replacing the black hills spruce along the west property line with coniferous plantings that provide full screening between the apartment site and the residential properties to the west but will not interfere with overhead power wires. The landscape plan is subject to review and approval by the City's Natural Resources Coordinator at time of application of the building permit. 12. Construction shall occur in conformance with the elevation plan dated April 8, 2016. 13. A staging plan shall be submitted at the time of application of the building permit that specifies where the material storage, contractor parking, and existing resident circulation within the site will occur during the construction project. The Staging Plan is subject to review and approval by the City Engineer. 2 14. The property owner shall execute an Infiltration Basin Structure Installation and Maintenance Agreement to be filed with the deed that ensures the perpetual maintenance of the infiltration basin structure. 15. Construction shall be in conformance with the lighting plan dated May 16, 2016, on file at City Offices; subject to revisions to the plan to provide lighting along the southern sidewalk without exceeding 0.5 footcandles at the south property line. The lighting plan is subject to review and approval by the Planner. 16. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the installation of any signs. 17. Construction shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays 8:00 a.m. to 5:30 p.m. 18. The exterior of the existing three apartment buildings shall be renovated to match the appearance of the new apartment building, including, at a minimum, painting the trim, fascia, and deck railings to match the color of the new apartment building; wash and repair of the brick siding; and wash and repair of the roofs. The update of the existing buildings shall be completed prior to issuance of the certificate of occupancy for the new apartment building. 19. Earthmoving activities shall not occur when wind velocity exceeds thirty(30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 20. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125%of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 21. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the 3 preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED by the City Council of the City of Apple that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal; and ADOPTED this day of ,20_. � $k§Y§Y§§¢3 qp ((((((4 i4D@Y§Y¢Y¢Y¢YCn' @BpYpYpYpYdY $Y4Y4Y4Y4YE6`" s$YAYAY4YAYx8° '. ary Hamann-Rolan ;. or YEYgYgY$ QY$tu YEY4Y bAAYpk`pk`Ftieti YEY 4$a Q4AAAYFYFYCY°. Y YgY$ Q41-%777Y4YE6` H9Y4Y4Y$ QY4Y YE8 ATTEST: Pamela J. Gackstette, City Clerk CERTIFICATE I, Pamela J. Gacksfetter, Apple Valley City Clerk,hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on , 20 , the original of which is in my possession, dated this day of , 20 Pamela J. Gackstetter, City Clerk 4 DELEGARD APPLE VILLA APARTMENT ADDITION PROJECT REVIEW Existing Conditions Property Location: 7800-7822 Whitney Drive Legal Description: Lot 1,Block 1,APPLE VILLA 1 ST ADDITION,Dakota County,Minnesota. And Outlots A and B,NAMRON COMPANYS 1 ST ADDITION. And That part of the Southeast Quarter of the Northeast Quarter of Section 33,Township 115,Range 20, described as beginning at the Northeast corner of Lot 1, Block 1, APPLE VILLA 1ST ADDITION;thence Southerly along the east line of said Lot 1, a distance of 379.47 feet to the Southeast corner thereof,thence Easterly 3.00 feet; thence Northerly parallel to the East line of said Lot 1,a distance of 379.47 feet;thence Westerly 3.00 feet to the point of beginning. Comprehensive Plan Designation MD-Medium Density Residential,6 to 12 units/acre. Zoning Classification M-7C—Multiple family residential, 12 to 20 units/acre. Existing Platting Platted lot with residual pieces. Current Land Use Apartments Size: 166,460 sq.ft.(3.82 acres) Topography: Flat Existing Vegetation Vegetated urban landscape Other Significant N/A Natural Features Adjacent NORTH Townhouse Fourth Addition Properties/Land Comprehensive Plan MD,Medium Density Residential,6 to 12 units/acre Uses Zoning/Land Use M-6C,Multiple family,6-12 units/acre SOUTH Oaks of Apple Valle Comprehensive Plan MD,Medium Density Residential,6 to 12 units/acre Zoning/Land Use M-6C,Multiple family,6-12 units/acre EAST Oaks WhitneyPines Comprehensive Plan MD,Medium Density Residential,6 to 12 units/acre Zoning/Land Use M-8C,Multiple family, 12—24 units/acre WEST Apple Valley 8th Addition Comprehensive Plan LD,Low Density Residential,2 to 6 units/acre Zoning/Land Use R-3,Single family residential, 11,000 sq.ft.min.lot Development Project Review Comprehensive Plan: The Comprehensive Plan currently guides the development of the subject parcel for "MD" (Medium Density Residential, 6 to 12 units/acre). The existing density on the site is 12.6 units/acre. The owners wish to construct a new apartment building on the site which would bring the total density up to 19.9 units/acre; the maximum density as allowed under the M-7C zoning designation is 20 units/acre. In order to add units to the site, it will be necessary to amend the comprehensive plan designation from MD to "HD" (High density residential, 12+units/acre). 1 The subject site is within a '/4 mile of the Apple Valley Transit Station, a regional transit hub in Apple Valley. Numerous transit routes, including the METRO Red Line bus rapid transit system, express routes to the two downtowns and local bus routes are operated out of this transit facility. The Comprehensive Plan notes that a quality, functional rapid transit system should create positive land use opportunities for Apple Valley including additional access to regional employment centers and increased demand for housing conveniently located near the transit stations. Zoning: The property is currently zoned "M-7C" (Multiple family residential, 12 to 20 units/acre). Zoning code section § 155.331(B) restricts development to no more than one principal building per lot unless approved by the City. The existing site has three apartment buildings on a single parcel, but the property was originally developed in 1971. Rather than split the existing parcel into individual lots, the property owner is requesting a rezoning of the property from M-7C to "PD" (Planned Development). The PD designation will address two setback variances that are requested as part of the development. The PD will also address the multiple buildings on a single lot. How PD Provides Public Benefit: Rezoning the 3.82-acre property to PD requires a written statement from the petitioner indicating how the proposed rezoning to PD will benefit the public interest. The petitioner states that this project will benefit the public in two key ways: first, the project will improve the curb appeal of the site, and second, the owners will provide significant stormwater management on the site where none exists today. Increased Curb Appeal: The construction of the new building will provide an opportunity for the owner to update the 40 year old buildings. The existing surface garages will be removed and replaced with a new 3-story apartment building. The new apartment building will be refreshing to Whitney Drive. The new detached garage structure will help provide a privacy screen for residential properties to the west. The updated landscaping, site lighting and new sidewalks will create a pleasant and inviting environment. Improvements to the existing buildings will include freshly painted trim, fascia, siding and balconies, along with masonry washing and repairs. Stormwater Mana eg ment: Stormwater management structures will be installed on the site where no stormwater management is occurring today. A below grade infiltration system will be installed which will provide stormwater management for 90.4% of the site. This is well above the minimum requirement of only providing stormwater management for the increased surface area on the site. The owners are making a large investment to construct and maintain a system that will help to reduce the volume of stormwater and increase water quality discharging to Keller Lake. Below grade infiltration is a large cost to the owners and hidden from view, but an important benefit to the City of Apple Valley and the Keller Lake community. Preliminary Plat: No subdivision of the property is proposed. A rezoning of the property to PD is requested in order to allow the existing three apartment buildings and the new apartment building to be located on a single lot. The existing property description contains some metes and bounds descriptions. A final plat will be required in connection with the project prior to issuance of the building permit. 2 Site Plan: The site plan shows that the two existing detached garage buildings in the center of the site will be removed to construct the 3-story 28-unit apartment building. The two existing access points within the site would be maintained. Access to the new apartment's underground garage would be taken from the east side of the building. Under the planned development zoning designation, three exceptions from the M-7C zoning are requested. The first would be to reduce the parking lot setback from 20' to 15' along Whitney Drive. A larger setback is required from Whitney Drive because it is classified as a Collector roadway. The second exception would be to reduce the number of garage parking stalls required on the site. Today, there are 24 garage stalls for 48 apartment units which totals 0.5 garage spaces/unit. The zoning code currently requires one garage space per unit, so the site is currently short of the ordinance requirement. The petitioners state that there is only minimal demand for the detached garage spaces; most of the residents prefer to park on the surface lot. The new apartment building would have 28 underground parking stalls, which totals 1.0 spaces/unit. The plans call for removing the two existing free-standing garages, reconstructing one 12-unit garage and adding 28 underground garage spaces with the new apartment building. A total of 40 garage spaces will be available on the site. With 76 dwelling units on the site, the garage spaces available will be just slightly over 0.5 spaces per unit which is the same condition as the site has today. Grading Plan: The grading plan was reviewed by the City Engineer in his June 10, 2016, memo. The final grading plan will be subject to his review and approval prior to issuance of the Natural Resources Management Permit(NRMP). Municipal Utilities: City sanitary sewer and water lines are available within the site. The City Engineer identified a location where City water main is currently located outside of a drainage and utility easement. Additional dedication of easement is needed, but will have no impact on the construction project. The petitioners show an underground stormwater detention system on the north side of the new building. The subject property is located within a stormwater drainage area that drains directly into Keller Lake. Storm sewer in this area is at capacity and untreated stormwater is draining directly into Keller Lake which is a concern for water quality. The plans indicated that the owners are going well above the minimum requirement of providing stormwater management for only the increased impervious surface area on the site. Instead, the new stormwater system will help to infiltrate 90.4% of the site's impervious surface area. This is an important improvement for the Keller Lake storm sewer area. Elevation Drawings: The elevation drawings indicate the exterior of the new building will be constructed with a combination of rock face block, brick and cementitious fiberboard lap siding. The building will have a pitched roof which will make the building residential in character and similar to adjacent buildings. The petitioner plans to update the appearance of the existing buildings by updating the color scheme to match the proposed apartment building. The trim, fascia and deck railings would be repainted. Staff is recommending that a conditional of approval of the PD zoning should be that the petitioners be required to also replace the existing building roofs. The proposed 3 improvements will do little to improve the site's curb appeal if the existing badly stained roofs remain on the buildings. Landscape Plan: The value of the landscape plantings are required to be 2-1/2% the value of the construction of the building based on Means Construction Data. A nursery bid list will be required at the time of application of the building permit that verifies that the landscaping meets the requirement. Staff is concerned about the choice of plantings along the west property line for screening. The plans show the installation of a dense planting of black hills spruce, but an overhead wire runs adjacent to the west property line. Staff would like the petitioner to replace the trees with another plant material that will provide a dense screen while only growing to a height of 8' to 10'. Lighting Plan: A lighting plan was submitted that shows light levels proposed within the site. Within the area of the new building, lighting appears to be less than 0.5 footcandles at the property line. The lighting plan was revised to address a concern about light levels along the south property line. The revised plans may have gone too far so that segments of the south sidewalk are now completely dark. Staff will work with the petitioner to refine the design to address the lighting along the south side of the site. Street Classifications/Accesses/Circulation: Whitney Drive — Classified as a Minor Collector roadway with traffic volumes currently of 2,300 daily trips in the segment between Cedar Avenue and Pennock Lane. It is estimated that traffic levels will grow to 3,500 by 2030 on this same segment. Traffic levels are quite low, in spite of the fact that the street is classified as a collector. In comparison, 153rd Street has 7,300 trips per day between Cedar Ave and Pennock Lane. Pennock Lane between County Rd 42 and 153rd Street currently has 8,300 trips per day. Traffic volume on those two streets is estimated to increase to 10,300 and 14,200 trips per day respectively by 2030. A trip generation report was submitted which states that the traffic levels generated by the new building will not be significant. See City Engineer Brandon Anderson's memo for additional review and analysis. Pedestrian Access: The new development adds sidewalk that will improve pedestrian circulation through the site. A new sidewalk is shown running north and south along the east side of the parking lot through the site. However, no striped pedestrian walkways are provided through the parking areas between the building and the new north-south main sidewalk or to the sidewalk along Whitney Drive. The subject property is within the Apple Valley Transit Station Area, so protected walking and biking routes through the site to the station are needed. Clearly marked pedestrian links through the parking lot to the area sidewalks should be added. Public Safety Issues: The AV Police Department states that the existing apartment owner and manager have been active participants in the City's Crime-Free Multi-Housing program. Pam Walter, Crime Prevention Specialist, says that additional lighting would benefit the existing tenants on the site. Recreation Issues: A cash-in-lieu of land dedication will be required in connection with the apartment development. 4 Signs: No sign approvals are given at this time. No signs may be installed prior to the issuance of a sign permit. A separate sign permit must be obtained prior to the installation of any signs on the site or the building. Public Hearing Comments: 1. Is the design of Whitney Drive able to handle the increased traffic? Staff response: Traffic review was conducted by Spack Consulting which found that a new 28-unit apartment building would generate 186 daily vehicle trips with 14 trips and 17 trips in the a.m. and p.m. peak respectively. The study indicates that the resulting traffic volume would be less than a third of Whitney Drive's capacity . 2. Availability of parking in the neighborhood. On-street parking occurs during plowing operations. Staff response: The proposed apartment development provides sufficient surface parking so that on-street parking is not needed. All developments are required to provide sufficient off-street parking within their developments so that on-street parking is not needed. Coordination of plowing operations and resident parking are issues between the homeowner's association and their plowing contractor. 3. Owner of property has not adequately maintained existing structures. Concern that new, larger structure will ultimately be inadequately maintained, causing more significant aesthetic concerns. Staff response: On the contrary, the property is actually very well maintained. The buildings are painted, the grass is cut and trimmed, the shrubs are trimmed and landscape areas are clean, the parking lot is clean and the garages are recently painted. The issue is not inadequate maintenance, but rather a lack of investment over the years to modernize the appearance of the buildings. The construction of the new apartment building would include updates to the existing buildings which would help to update the overall appearance of the site. Building maintenance is not expected to be an issue. 4. New, larger apartment building will look out of place and detract from appearance of the neighborhood. Staff response: The petitioner provided a rendering that shows how a new apartment building would look on the site in comparison with the existing buildings on the site. The existing buildings are shown with updated painted trim, decks and railings that would match the proposed new apartment building. The Oaks Whitney Pines apartments to the east are three-story buildings, so the proposed new building is not out of character with the neighborhood. 5. Re-designation of the property to high density is out of character with medium density neighborhood. Staff response: There are a variety of densities within the vicinity of the subject development. The Oaks Whitney Pines apartments east of the subject site is guided for"MD" (Medium Density Residential, 6 to 12 units/acre) development,but zoned M-8C for high density residential development at 12-24 units/acre. The existing density of the Oaks Whitney Pines site is 22 units/acre while the proposed Apple Villa development would be 20 units/acre. A high density residential designation is consistent with the property to the east. 5 6. Loss of mature trees. Staff response: The trees on the property are primarily pine and ash trees. The removals plan indicates five Pine trees and seven Ash trees are proposed to be removed. The removals plan was discussed with Jessica Schaum, the City's Natural Resources Coordinator, and she stated that she discussed the landscape plan with the on- site manager and was informed that the Ash trees that are remaining on the site would be treated to help resist emerald ash borer. The landscape plan proposes to replace the Ash trees with a greater variety of trees, including Northwood Red Maple, Skyline Honeylocust, River Birch, Prairiefire Flowering Crab and Black Hills Spruce. Emerald ash borer has been found in Apple Valley, so addressing existing Ash trees is critical. 7. The new apartment building will result in increased crime. Staff response: The City's Crime Prevention Specialist, Pam Walter, states that the Apple Villa property does not generate a lot of police calls and has been very responsible and responsive with regards to crime prevention measures. The on-site manager is very active with the Apple Valley Crime-Free Multi-Housing program and avails herself and the property of many training opportunities offered. The Crime-Free Multi Housing program provides training and certification for preventing crime in multiple family neighborhoods through apartment watch programs, tenant background checks, and physical improvements to the property. 8. Removing existing visual barrier—the new plantings that would replace the existing buffer will be an insufficient sound and visual barrier. Staff response: The landscape plan shows a dense planting of Black Hills Spruce along the west property line to screen the view of the proposed new detached garages to the west. Northern Charm Boxwood is proposed to be installed along the west line screening the parking lot from the residential properties to the west. Twelve ash and pine trees will be replaced with 36 trees of a variety of species. 9. Construction activity will be disruptive to the neighborhood. Staff response: A staging plan would be required at time of application of the building permit to ensure vehicle parking and material storage does not negatively impact the functioning of Whitney Drive. Construction hours will be restricted to help minimize impacts to the neighborhood. 10. Is the project compatible/consistent with the Comprehensive Plan goals? Staff response: The 2030 Comprehensive Plan addresses the implementation of the METRO Red Line Bus Rapid Transit(BRT) service and expected improvements and needs related to the enhanced transit service. The plan notes that access to rapid transit service can be a catalyst for commercial, office and housing development. The plan notes that the growth of the regional rapid transit service expands the convenience and opportunity of traveling to employment within Apple Valley,which benefits Apple Valley businesses. The plan further notes that people may want to live in neighborhoods that have convenient access to transit, which may create a demand for more intensive forms of housing within the station areas. The proposed apartment development has convenient access to the Apple Valley Transit Station(AVTS), making this a prime location for further development or redevelopment. The proposed apartment addition allows for an intensification of development that remains in scale with the adjacent apartment developments and allows for an improvement of the existing apartment buildings. 6 11. Noise wall was constructed adjacent to Greenleaf Townhomes Fourth Addition when Cedar Avenue was reconstructed. What about a similar wall to block view of Whitney Drive? Staff response: The wall along Cedar Avenue is a sound wall not a screening wall. The wall was constructed in connection with the Cedar Avenue upgrade project to mitigate increases in noise from the highway improvement. A sound wall is related to highway projects, not private development. 12. Bus traffic on Whitney. Staff response: A review of the Minnesota Valley Transit Authority's routes indicates that there is a bus route that runs on Whitney west of the site between Pennock Lane and Garden View Drive. Staff has asked the MVTA to confirm whether bus layover activity may be taking place in this area that would explain bus traffic east of Pennock Lane on Whitney Drive. 13. Expect negative impacts to property values. Staff response: Property values are determined by a complex set of variables that are difficult to attribute to a single adjacent land use. Instead,property values are impacted by overall City development patterns. Single family residential properties adjacent to multiple family properties in the City have not experienced a decline in property values. The petitioner plans to update the existing buildings which will help to improve the overall appearance of the site. 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W , /I/ X 1\ l x957.7I/ - f 57.3\ . itN 1 ' x555.5 777/7 I I x 958.3 + I // PINE-14 1 rl 957.7 957.2- - 957.2 RW \ 957.0 - 956.8 956.6 \ 1 95$.7 7 7 d a FD 8 2 958.4+ ASH31 Lot 1, Block 1, APPLE VILLA 1ST ADDITION, Dakota County, Minnesota. } I I x I + - �Rw 58.4 - _ x / f \ '4 ss$.2 / z�i, LPEp®'s x557.4 -' / x559 s r EXISTING GARAGE f N I 958.5 { fy 958.5 - SH-22 956.8 I /x958.6 I F ( 957.3 1 I j oQ ASH15 / /960.0 f� I� / I - -9 9 0 959.0`- - J - \ � 958.1 x \ x 957.1 \ TC AND w I } O r I 9 9.0 a a W I 957.1 x 956.2 / x 955.8 in m Q ` f 959.4 \ \ \ 1 Outlots A and B, NAMRON COMPANYS 1ST ADDITION ° } \ PINE-10 1 1 / y J J . \ } s7.o / v y \\ \\ 1 f I 1 I f �� \ l 7 957.2 s.o x 955.5 }ca W f \ ' r 959.6 s 5 958.1 959.4 Y - ` / ASH-26 II / I 1/ ASH31 , 957.6 AND O 958.6 II t x 959.2 960.5 11 ' 958.1 x 958 7 FFE /81.1'/ x 9571 4 958.6 959.4 959.1 x That part of the Souteast Quarter of the Northeast Quarter of Section w g 959.4 1} X }I I 11 \ 958.9 f/x 960.3 x/ f 958.7 1 ' / q"� \ 957.1 Range 20 described as beginning at the Northeast N ! r- J f 1 ev FFE 959.3 a 5 958.9 , x 957.3 TC x956.2 956.1 ' i FFE 11 I g58 FFE Q 957.5 x\ TC 33 Township 115 g g g 958.9 958.1 corner of Lot 1, Block 1, APPLE VILLA 1ST ADDITION; thence Southerly Lo f EXISTING APARTMENT ss8.2 along the east line of said Lot 1, a distance of 379.47 feet to the LO I l 1 f I / ,�7e2o-zz Southeast corner thereof; thence Easterly 3.00 feet; thence Northerly parallel to the East line of said Lot 1, a distance of 379.47 feet; thence 9ss•5 j I 1 - / , I I I 95 .1 ASH19 Westerly 3.00 feet to the point of beginning. 1 f `l I �{ 1 1 / �� } 4 959.4 a1 z I x957,4 I }f 555.1 I ` \ I N / II 5 / ' 958.9 /� 95 5 959.5\ I 0 x 958.5 x 97 I x 959.6 f' x 9&8.2 956.7 1 959.5 959 4 4 a °0 $1.9x ` 4 I f GRABAPPLEI2 w 4 4 I I ti 1 - - � - I o 959.0 a I } I a S a a y EXISTING GARAGE 958.2 } n 44.9 959.2 v I 959.5 958.3 § 4.' / v l 20 I 959.1 a 9� $'CR BAPPLEI� J 958.9 958.2 s 957.8 959.4 4. x 955.6 J y: a a 5 a 4 a. a a.'-. a' } I TC 956.0 / 959.5 '4 v 959.0 ° 959.8 v 5 959.8 957.1 NOTES 959.9 l 10` L - - - - 959.0 ASH-14 958.3 L r 957.8 - 958• 4 a 959.8 5 I r \ // - Rims 58.04 958.7 991 .`4 GASGRILL y 1 X X 'S X Inv:947 5 5 959.3 G� SGRILL } 11 - Field curve conducted on March 24th 2016. � � - - - - BEARING'S AND ELEVA TfONS SHOWN ARE ON ASSUMED DATUM. 1 ` ' ' - 960.1 .959.2 Q , „ \ r r / 559.1 ,� f 1 -�- A J a 959.8 / x ( 557.1 I �9 \ x N89 4812 W� 95$.� ! / 959.8x / 42 �'�� - - - - - 1 1 t t t w t t t r t -�7 959.7 O tSt x - � / ` roti\X958.4 \ ` I 956.9 This survey was prepared without the benefit of V)IMW m p I / \ y - - x95$.3 / x959.6 - x958.5 958.6 \ ` . � � � � � - - _rte - � � � \ l \ _ x 5 x 960.3 957.0 titlework. Easement, appurtenances and encumbrances = 960.1 959.3 I II / ~1 / r ` \ - ' ~ \ r r \ a X9Zib.5 - ~-~�' 955.8 / k Tc may exist in addition to those shown hereon. This z I I / - ) ! r / / -���- 9s9 \ �\x961.4 \ �.� 9.1 r x 55 \\ \ (��y� \ \ f \�• X \ F 1 I / / /x957.8 653.3 \ 7 f \ \ \ r 1 'v 1 surveyis subject to revision upon receipt of a title cn I x / / / 57.6 � � / RJ`n:956 ��� \ \ \ \ �`v� \ ��-- 1 x956.2 } x955'5 P P I I� /964.2 / / 7.5 \ g6 - - 961.0 / / (S \ \ ~ \ I 1 l Insurance commitment or attorneys title opinion. $ Y I I I / / / / / \ \ �� ` /�- - - / - x956`9, \ x959. I I v I / / y . \ \ �9 / \ \ 962.0 J 1 1 ~ p 1 / I / / / l \ \ ��� , - - / / / \ \ \ \ \ �� •� f ff� 1 al ! TC7.0 1 - Boundary Information and Legal description taken form 1 / / \ / 1 f / \\\\ \ ss,.7 ` +f _ 11 1 t Certificate of Surveyprepared b Carlson & Carlson o I I}t f / / �,� 53� � 'y �' 9553- ` - -- \ 1�`/ f `'e M x / I TC70 l P P Y 960.8 I I , ' g / / a \✓f ` ' S. x956.2` �to� �951ss \ \ \ � / / pt• . Q 96o.z/ 957.2 1 dated 12-22-15. 557.1 a 4 \\\'_1 �4, ���`� p -I \� - / 1 / I I / / Z-5 956.4 a \ �y } I I I , / , I x 957 557.8 957.6 4 956.5 s T \ \\\ ` - X358.22 4a y �`0 l Total Area: 1166,445 S.F. or 13.82 Acres 959-2 r l I { 5650 / I / / / �sss.s 4 \ \ - 011 o I 555.8 58.6~ _! tt I ! / / f 4. 5 1 4 956.6 X LTi i = 1 x 9F2.3 / // /` % / TC6 CE 4 5 ~\i r \ �� X X % x 956.9 f TC y (� TO TC A f a. \ J 1 //, 4 r CE6.1 x 955.3 _ x9643 1 I ! X957.9 f v /~1 I 1I f A f 955.$ F. \ \ \ �� o�pt tr - -�-` - - -- y 1 TC i7 \ / l�I}Q' �tt7 tl VVI .HIT �9 ^.8Y - - 952.5 �\ X� 5.6 S�ti \ r �� L / / - / -�� ITC - - 9526 TC 952 � REVISION SUMMARY x X 955.5 955.1 \ �` DATE DESCRIPTION x 955.3 1 a v y f . 1 A 952.7 952.7 TC 1 952.4 TC L � Lam\ f I �l �� TC X 954.881 f f I 1 If 952.9 TC 953.3 // � w T53.2 SITE SURVEY / 1 hereby certify that this pian, survey or report was prepared by T53.3 me or under my direct supervision and that I am a duly Licensed ACRE LAND SURVEYING Land Surveyor under the laws of the State of Minnesota. Serving Twin Cities Metro `. Coo 1 1 area and beyond r 763-238-6278 js.acrelandsurvemaiLaom 3-26-16 CI\Users\Mike\❑neDrive\16119bs-A le Villa 1st Addition\dw \16119bs,dw 3/28/2016 10153145 AM CDT I� Z 3 14 15 6 h I$ 9 Ila I44 r2 r} I4Q 115 r& 147 148 It9 I2fl JOSHUA P. SCHNEIDER Date: Reg. No. 44655 PP 9 9 EROSION CONTROL NOTES: COR70H 9Cs .° Cv �s4 g SEE SWPPP ON SHEETS SW1.0 SW1.5sRoge - - - - - - - - - - - - - - - - - - - - - - - -NH 959 0 4931 W.35TH ST.SUITE 200 � TC 2" aH(-1 �(nP�Ro iMA55 LOCATION) - - T�ERIFY �� T - �� ST. LOUIS PARK,MN 55416 C55_ � �� �� CivilSiteGroup.com TC 955.1 55.4 9`5.° Rirr�:955.66 - 956 TCf T T 5 7 9., p Rim,954.44 T- REMOVAL NOTES: Matt Pavek Pat Sarver Inv:950 - nv:944.2(w.N) 763-213-3944 952-250-2003 F m 95.16 Inv:945.6((5E) nv:943.9 D 42"iver'fy) « <�� y�s.1" 1. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)PLAN FOR CONSTRUCTION STORM WATER -- EXISTING GATE VALVE TM VUH I_I�1L-�_-L��"�I-Vf MANAGEMENT PLAN. k TA - - TO REMAIN, PROTECT FROM DAMAGE,TYP. 2. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND EXISTING TREES TO LOCAL REGULATIONS. rR ,:994.52 REMOVE EXISTING REMAIN, PROVIDE EXISTING SIDEWALK _ 1nv 9�' S--- ---- LIGHT POLE,TYP. TREE PROTECTION 3. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION - --_ EXISTING SIDEWALK __ ACTIVITIES. TO REMAIN, PROTECT -- 9,5.� °���s " ,s5.s _ FENCING, TYP. TO REMAIN, PROTECT ' _ FROM DAMAGE,TYP. TL n," -6E TC-BESS9°29'10"E - I 4. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST FROM DAMAGE,TYP. JOINT FOR PROPOSED PAVEMENT CONNECTIONS. - -- E ---- �P - - --�---� -- ------------- -- 5. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STORM SEWER PIPE - - _ ♦♦■ STATE AND LOCAL REGULATIONS. REMOVE EXISTING TREE 4 AND STRUCTURES,TYP. �`, •♦ ♦j AND ROOT BALL,TYP. ■ i I 6. ABANDON, REMOVAL, CONNECTION,AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE �♦ ♦• APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 7. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE - I I DURATION OF THE CONTRACT. 9 NE-, I 8. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON LP THE DRAWINGS.WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, - I I DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. I ( 9. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE c PLAN AND PER CITY REQUIREMENTS. O _ cr, I 10. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A I MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. I I j17 1 REMOVE 11. PROPOSED WORK(BUILDING AND CIVIL)SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. EXISTING TREE AND ROOT BALL, I I 12. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM,AND THEFT, p. DURING AND AFTER NORMAL WORK HOURS,THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY I IF.Xl.'�TING FENCE - \ I MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. + III TQ�t'EM IN �� "� MOVE EX BUILDING, STRUCTURES, ♦♦•�11. 13. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING sH FOUNDATIONS, FOOTINGS&BASE + LP :♦ PROTECT FIR ` I pp NORMAL OPERATING HOURS.AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL N MATERIALS PER LOCAL STATE&FEDERAL REMOVE EXISTING TREE ■ ■ ♦♦��•�AMAGE. I m CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO T_ O STANDARDS. REMOVE/DISCONNECT ALL - ND ROOT BALL, TYP. ♦.♦� �♦ : ` -. CONSTRUCTION ACTIVITIES. L0 dN SERVICES&UTILITIES PER UTILITY • ♦♦ ♦J � ♦ ♦ • � a 14. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE Z U-) COMPANY AND/OR L. TANDARDS �� ��� ■ � ASH-� _�, � I � MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MMUTCD)AND THE CITY.THIS SHALL � Z r EXISTING SIDEWALK ♦j �♦ INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS,AND FLAGGERS AS NEEDED.ALL ' TO REMAIN, PROTECT • 1 PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE w J EXISTING FENCEI PERMITTED WITHOUT APPROVAL BY THE CITY. -j Z LP � FROM DAMAGE,TYP. 1 � � TO REMAIN, 15. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS Q O PROTECT FROM O (D APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. DAMAGE. EXISTING TREES TO4-CONSTRUCTION Lu Z ♦♦♦•�1♦. I REMAIN, PROVIDE I LIMITS 16. STAGING, DEMOLITION,AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE J - • TREE PROTECTION I REMOVEFENCING,TYP.;Yv ■ I ♦♦•��1 DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. n Q 0 • • I ♦ ♦ > AND ROOT BALL,T ♦j♦ ♦♦ Q '.� .•• ; CITY OF APPLE VALLEY REMOVAL NOTES: W w m HE *moi -- -- > N -- - � v) lV/��/, , - - I I 1. REMOVAL OF THE EXISTING STRUCTURES, PAVEMENT,AND BASE SHALL BE G EP - � sPz 1 DONE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS;AND W I c W , _ 1 I ALL THE REQUIRED PERMITS AND INSPECTIONS SHALL BE PERFORMED. > Lu J IN 10 % � - 2. NOTIFICATION IS REQUIRED 7 DAYS IN ADVANCE OF LANE OR STREET Z W 01 NMI �' EXISTING FENCE ♦ 1• I l CLOSURES. 7-DAY ADVANCE WARNING SIGNAGE AND NOTICES TO AFFECTED - W ♦ ■ EXISTING SIDEWALK �ti TO REMAIN, I BUSINESSES FOR THE CLOSURE SHALL BE PROVIDED BY THE CONTRACTOR. = Q i EXISTING SIDEWALK 1 " TO REMAIN, PROTECT PROTECT FROM II ;- I •♦*4151♦♦♦ I TO REMAIN, PROTECT I FROM DAMAGE,TYP I LE DAMAGE. 3. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED AND APPROVED FOR ALL LANE N Z FROM DAMAGE,TYP. REMOVE EXISTING II CLOSURES BY THE CONTRACTOR. FLAGMEN SHALL BE PROVIDED AS N J LIGHT POLE,TYP. ♦♦•ft1♦ NECESSARY. 0 I •♦ •i I O I- I ���� ■ 4. AN OBSTRUCTION PERMIT SHALL BE APPLIED FOR AND APPROVED WITH 55z+ I- ♦ ♦ ► N O 0) •♦ ♦j ♦♦ ♦♦•#01♦ 0 DAKOTA COUNTY FOR DETOUR ROUTING PRIOR TO LANE OR STREET 00 - - LP ♦ ♦� 00 ' CLOSURES. ti ♦ ♦• ■ I C/� ExI' U I ♦j111♦1 ♦• 5. PUBLIC WORKS IS TO BE NOTIFIED PRIOR TO ANY REQUIRED WATER Lu L�o m■♦♦ SHUTDOWN AND/OR CONNECTION. O 95+ o' L. Il I HEREBY CERTIFY THAT THIS PLAN, "-®-°® -- -- -- - -- -- -- -- -- -- -- -- REMOVE EXISTING I _ --- PREPARED BY ME OR UNDER MY DIRECT - ) �� PAVEMENT AND BASE I I I TS,.i SPECIFICATION,OR REPORT WAS 1� Vi - J 4G�.� SUPERVISION AND THAT I AM A DULY - x g59.e I III Il SII EXISTING FENCE CONSTRUCTION -- ----- 9�'�." °s�.s, ,' _`�, � -_ _ _ �� MATERIAL AND LIMITS _ EXISTING SIDEWALK a LICENSED PROFESSIONAL ENGINEER TO REMAIN, _------ ---- / - PARKING SIGNS,TYP. T' UNDER THE LAWS OF THE STATE OF I I III - - ��� TO REMAIN, PROTECT u PROTECTFROM > 96 .4 FROM MINNESOTA. AMAt, TYP. �' v DAMAGE. �s/.0 _ - Rr(n.955A �� Ii 9-�.5 �.y�7__ ---- ' 961 0- / I I� �� �� - i iA ' N`�Sb:CJS �� x959. (o09 --__ � v .� / � l � moi' - - 1 s�3 �F,6 5----- ` /' Ti, , Q Oq 1 I Ma hew R. Pavek i c x q DATE 04/11/16 LICENSE NO. 44263 I 957.1 �< 956.4 957.5 � r � � - __ �\o ISSUE/SUBMITTAL SUMMARY 2 957 �,'' 4 956.5 ----- X58.2 DATE DESCRIPTION r. TC 9s5.o i ;X56.5 - �o / �� 9 4 ---- �� �I�I 04/11/16 CITY SUBMITTAL 231 6.1 1 / TC-CE 1 956.1 9 c CE -- -- -- 955.3 REMOVALS LEGEND: TC (_­Ix 955.5 -- _ _ ,- _ ------932 -------- EX. 1'CONTOUR ELEVATION INTERVAL x 955.5 '955.1 REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, x955.3 ��' - - - INCLUDING BIT., CONC.,AND GRAVEL PVMTS. 0M y" T5J REMOVAL OF STRUCTURE INCLUDING ALL Tc r - FOOTINGS AND FOUNDATIONS. 1 TREE PROTECTION REVISION SUMMARY % I DATE DESCRIPTION TREE REMOVAL-INCLUDING ROOTS AND STUMPS REMOVALS PLAN GOPHER STATE ONE CALL WWW.GOPHERSTATEONECALL.ORG (800)252-1166 TOLL FREE (651)454-0002 LOCAL 1"=30'-0" cl0 15'-0" 0 30'-0" • CITY OF APPLE VALLEY SITE SPECIFIC NOTES: o 0 0 1. ALL WORK WITHIN CITY RIGHT OF WAY SHALL REQUIRE A RIGHT OF WAY PERMIT CR7HsRge AND BE CONSTRUCTED IN ACCORDANCE WITH CITY OF APPLE VALLEY � G3 (M u p STANDARDS. 4931 W.35TH ST.SUITE 200 2. SIDEWALK, PAVEMENT, STRIPING, CURB AND GUTTER AND MEDIAN SHALL BE ST. LOUIS PARK,MN 55416 REPLACED TO MATCH EXISTING CONDITIONS. CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 SITE LAYOUT NOTES: 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, TA M INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL MATCH EXISTING BE CORRECTED AT NO ADDITIONAL COST TO OWNER.ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE - ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. MATCH EXISTING MATCH EXISTING 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF c� oo SITE IMPROVEMENT MATERIALS. 15' PARKING SETBACK o B612 C&G, TYP. 10.0' - - - - _ _ _ 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW �D0' - - - - - - - - - - - - AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. BIT. PVMT., PVMT. STRIPING BIT. PVMT., 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS,AND WALKS ARE APPROXIMATE - 23T TYP. MATCH EXISTING /� 0 TYP N AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE 35'BUILDING SETBACK TYP R8� � 9.01 - ARCHITECT. i 9.0' 5.Q 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. 14.�' 18.5' 24.0' 9.6' 80.0' 1 .01 1 ' 81.0' 22.0' 24.0' 18.5' 7 > 8 ,ri ® 0 9 I LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. I � B612 C&G,ITYP. IN/ SEG. BLOCK RET. I I 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE WALL,SEE I I W ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH GRADING I � AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS,WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING F rra n I o0 YI Qr FOR HEIGHT I > PADS FOR CURB RAMPS,AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT 0, SQ, PREVIOUSLY APPROVED. 25.1 ACCESSIBLE PARKING BIT. PVMT, I 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. Lu Lu SPACE, INCL. TYP z SIGNAGE,STRIPING ���� REQUIREMENTS-SEE DETAIL. M I I I 9. CROSSWALK STRIPING SHALL BE 24"WIDE WHITE PAINTED LINE, SPACED 48"ON CENTER PERPENDICULAR TO THE FLOW OF o AND RAMPS �L� o PVMT. STRIPING m I `1' --II N TYP. MATCH EXISTING I I TRAFFIC.WIDTH OF CROSSWALK SHALL BE S WIDE.ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS m o I OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. v MATCH EXISTING '� I d- �w CONC.WALK, TYP I 10. CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE NOTED ON THE DRAWINGS-TAPER BETWEEN CURB TYPES-SEE 0 O Izl PVMT. STRIPING DECORATIVE PAVER PATIO, TYP. 24"COY DETAIL. LO N / ` 11. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. It z LO a -29.4' � GUTTER CONC.WALK, TYP R1GU ACCESSIBLE PARKING I 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS,AREAS AND DIMENSIONS PRIOR TO SITE Z II o IMPROVEMENTS. SIGNAGE, STRIPING I I °Q° I 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. J J Z 16 9_6'jr,,,, I AND RAMPS r Q J O O 23 6 ' I z I 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. Q �- T > 0 -� 1171 MATCH EXISTING cn 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE,4"WIDE TYP. W Z PLAYGROUND STRUCTURE- ooJ p, o PVMT. STRIPING > CONSTRUCTION 16. BITUMINOUS PAVING TO BE LIGHT DUTY UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. W PVMT.,., Q- I SEE MANUF. DESIGN 0 TYP. LIMITS Q O /�TYP © &INSTALL SPECS. I 17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. Q O CONC.WALK,TYPQ�'' Lu a212l I MATCH EXISTING (2)BENCHES,TA. 40, SEE LANDSCAPE DOCUMENTS. � � Jm �o I W > Q ® ® I I SITE AREA TABLE: "', o Lu - I O 9 I I EXISTING PROPOSED W > 3 �, Q a z J W 36,591 SF 22.0/ _I I I (2)POST MOUNTED BUILDI NG COVERAGE 27,545 SF 16.5% Z W - B612 C&G,TYP. 1 N GAS GRILLS o 0 o � � o ALL PAVEMENTS 41,792 SF 25.1% 62,391 SF 37.5% = Q 8612 C&G,TYP. MATCH EXISTING MATCH EXISTING Q� I �.L� ALL NON-PAVEMENTS 97,108 SF 58.3% 67,463 SF 40.5% z MATCH EXISTING I I 04 �- I ACCESSIBLE PARKING I I TOTAL SITE AREA 166,445 SF 100.0°% 166,445 SF 100.0% 000 J - I BIT. PVMT., I SPACE, INCL. I MATCH EXISTING I o - TYP SIGNAGE,STRIPING I 5. I MPERVI OUS SURFACE CD AND RAMPS �J DECORATIVE PAVER 0013.5' 24.0'��18.5' o I - - I I PATIO,TYP. EXISTING CONDITION 69,337 SF 41.7% � PROPOSED 98 982 SF 59.5% U 4.a i w CONC.WALK,TYP _ _ _ _ _ _ _ .0 L - - I I DIFFERENCE (EX.VS PROP.) 29,645 SF 17.8% O 25'BUILDING SETBACK IMPERVIOUS TOTAL 98,982 SF 59.5% IL 2 6 �"O Ln I HEREBY CERTIFY THAT THIS PLAN, _ _ _ _ _ _ �. DECOORRATI`VE / (4) HEXIGON SPECIFICATION,OR REPORT WAS 10'PARKINGSETBACK ZONING NOTES: o W MATCH EXISTING PAVER PA� PICNIC TABLES PREPARED BY ME OR UNDER MY DIRECT ji SUPERVISION AND THAT I AM A DULY MATCH EXISTING LICENSED PROFESSIONAL ENGINEER CONSTRUCTION D312 ZONING DISTRICT: MULTIPLE FAMILY: M-7C UNDER THE LAWS OF THE STATE OF VD312 LIMITS SURMOUNTABLE I MINNESOTA. SURMOUNTABLE CURB I I SETBACKS: FRONT REAR SIDE CURB BUILDING: 35' 25' 40' PARKING GARAGE: 35' 10' 10' Ma hew R. Pavek PARKING LOT: 15' 10' 10' DATE 04/11/16 LICENSE No. 44263 u ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION - - - SITE PLAN LEGEND: 04/11/16 CITY SUBMITTAL CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) PROPERTY LINE CURB AND GUTTER-SEE NOTES PARKING CALCULATIONS: ---T.O---- (T.O.)TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN PARKING CALCULATIONS EXISTING UNITS: 48 TRAFFIC DIRECTIONAL ARROWS REVISION SUMMARY EXISTING PARKING GARAGE: 24 STALLS DATE DESCRIPTION EXISTING SURFACE PARKING: 51 STALLSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. TOTAL EXISTING STALLS: 75 400' HC=ACCESSIBLE SIGN NP= NO PARKING FIRE LANE REQUIRED ST=STOP PARKING GARAGE/UNDERGROUND PARKING: 28 STALLS (BASED ON PROPOSED APARTMENT BLDG ONLY) CP=COMPACT CAR PARKING ONLY SURFACE PARKING: 114 STALLS (BASED ON EXISTING & PROPOSED APARTMENT BLDGS) SITE PLAN TOTAL REQUIRE STALLS: 142 GOPHER STATE ONE CALL PROPOSED UNITS: 76 WWW.GOPHERSTATEONECALL.ORG (800)252-1166 TOLL FREE PROPOSED PARKING GARAGE: 12 STALLS (651)454-0002 LOCAL PROPOSED SURFACE PARKING: 116 STALLS 1"=30'-0" PROPOSED UNDERGROUND PARKING: 28 STALLS TOTAL PROPOSED STALLS: 156 15'-0" 0 30'-0" C200 GENERAL GRADING NOTES: 955.0 n (CTOVHO SROWe J_19T cT 954.9 - 1. SEE SITE PLAN FOR HORIZONTAL LAYOUT&GENERAL GRADING NOTES. � 957.S -54.3 / 4931 W.35TH ST.SUITE 200 ORG TNH 2. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL ciP(yERITY) APPROXIMATE cOCArinN) TNHST. LOUIS PARK,MN 55416 CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER.ALL SOIL CivilSiteGroup.com 955.4 955.5 955.7TC TCC 5 956.0 6 O - 955.9 Tc Tc Tc _Tc '256.0 Y Tc Q's5.q 955.7 9` TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL Matt Pavek Pat Sarver Ri 950. 44 P. 955.66 y - -- - Ti Tc 763-213-3944 952-250-2003 Inv:95x4 w:944,2(w,N)I REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. - n 9-, .IL nv:945fi�5E) Rim:956.1 �✓erlfY) ----- Inv:94.i.9 42"(V�rifY) < -<. �< :<�J Inv:955.7 W) < -�< �< < �< nv 945 9 S) \ i 3. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION ---- \ WH ITLD/__D-RSV- ---=-=---------------------------- Run 955 1 - _-___ n SYSTEM (NPDES)PERMIT REQUIREMENTS&PERMIT REQUIREMENTS OF THE CITY. � TM Inv:934.8 r -------------� __ - ---------------- \ X56----^---- 4. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. -9555--------- n Rim:954.52 rL -- 1,x:9-yrs----- ----- \L 5. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN.AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE 955.2 955.2 ---- 955.z - - ,s ��s 5 NOTED. 955.3 _----- --- a ' ii T55.7 Tr ------- ---a 5.9 TG TL _ BES89 29 1� E _-- 956-- -- 525.81 r�-_ �_ __-__� --- - ---`1`T FO_Nr MON. 0 4 w z. i.O -- -T 6. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS rc�ce - T�.- - - 956.55 4:1 �,�„�� 3 957 � �- -��- 958 956.10 PIP 95656.34 7. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED _ g - -------T AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL 956.55 ----6j1 � 955- -i! ��, � �� I� „,� - -- 9 _ PRIOR TO CONSTRUCTION. 956.79 9 r---- _ 9 ----------------956 73-------956.97- - X56.40 - - - - - - P I - - ��; 957.08 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO 0 958.13 G TC 956.6 MATCH 4 ESTABLISH PROPER GRADES.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES 957. --------- 78 -- ------ ------g -----------�� --gam - - - - - - - - - - - - T` ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 956.02 958.05 �5'8.6 TC95 .63 C 9. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS,THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN 57.20 58.13 8.13 G 95 .1 95 .72 TW/ W 955 956 co _9589 8 5 O 954 954.09 TW W I AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. p I 953 954.84 B W I 10. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE.THE 00 CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN -� 958.85 958,85-, 952 M 958.85 951 T} 955.07 I EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS.THE CONTRACTOR SHALL SUBCUT CUT AREAS,WHERE 95 3.85 957.29 TW 96` 1 TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM E - 1 DO' R D00' I 951.84 BW X51 LP 958.85 958.85-- X50 949 46 DEPTH OF 6 INCHES. 957.51 TW- 951.00 TW ,n FEE-958.85 948.47 BW 950.16 BW Q' GEE-947.85 _ 49.46 11. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING 947.85 47 ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES WITH UNIFORM LEVELS OR SLOPES COF?4C4 e I P 956.77 DOOR 95 .15 MATCH BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.AREAS THAT HAVE BEEN FINISH I � 957.53 TW GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE 955.23 � Q 948.47 BW 956.75 TC .+� � � i � ,ice I 955.98 956.25 G BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE.ALL AREAS DISTURBED BY THE �958.85 958.85 7 f 958.74 I� d- 9t F 85 ® 956.41 G/TC MATCH 00 CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE N O r1 C15- ' 958.85 DOOR 956.47 G TC 01* 95885 -, 955.54 / c*� NEW WORK, L N X958 85 955.54 d �s� 956.36 1957.13 TC I 12. PRIOR TO PLACEMENT OF THE AGGREGATE BASE,A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE z LO 955,42 956.63 G 9� CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE z � 9 7.57 I I 1 DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER.THE SOILS ENGINEER 958.70 917.76 00 956 0 95 .05 95&05 56. o MATCH SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE.CORRECTION OF THE SUBGRADE SOILS SHALL BE W J z � TP 955.4 I 957.10 COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. Q J O � 958.70 °' 956.91 INF. BASIN P2A 958.70 I I 30T-955.50 EOF > O 9 7 30 957.61 955.55 OE 857.10 957.03 13. TOLERANCES T EOF-857.10 CONSTRUCTION W z �-956.83 13.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,THE J I -957 77 957.81 95� / rn� 9s I LIMITS PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. Q 957.92 G T 6' 958.06 957.4 -956 18 �,� I 958.38 957 13.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 Q 0 W o 958.22 9-8.59 -8.5r CID G C G/T 95 .18 C �� 956.31 MATCH 957. FOOT BELOW,THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. Lu m I 9 8.09 9 Lu 95 .68 9--N,7,27 956. 4 I ® 13.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS 958.17 � 8 N I 957.5 DIRECTED OTHERWISE BY THE ENGINEER. ujuj O 958, 712:1 958.15 958.07 - o I 13.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. W 957.86 957. �.T''_ W Q -EE n58 7n 95 .70 �� MATCH 14. MAINTENANCE � z MATO 958.69 9 9 8-04 =57.2 z Lu W MATCH 958.87 8.10 1 TI 14.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION,AND KEEP AREA FREE OF TRASH AND DEBRIS. Q = Q 0 0 40 I 956 61 MATCH I _ 14.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. > z 958.11 I ( 958.56 DURING THE CONSTRUCTION, IF REQUIRED,AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED N J I 951 SHALL BE RESEEDED AND MULCHED. ap � I �rn I I 958 67 14.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, I 58.68 CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE,AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. O O 958.5 ° 00 958.80 O 959.4 959,17 12 957.40 MATCH En W 3' 957 36 9.15 959.39 958.83 O _ cp 958.35 958.07 �� 958.9 9 957.48 °' 959.5 h C �� �- 957.1 0- - - - - Tc MATCH 1 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT T�7 i SUPERVISION AND THAT I AM A DULY 425.87- CONSTRUCTION -- -_---- - -- y5O 7 LICENSED PROFESSIONAL ENGINEER % LIMITS - _-- `-------- - -- ------ _ I I I UNDER THE LAS OFT HE STATE OF ---fir 9F1 4 ---�� - , �- ' ✓ / ,X 957 _3 956 ' 957.6 ---- R n: A i 964 X7.5 ys 7 x 9cl.D i OS -- - 9620 Ma hew R. Pavek 00 04/11/16 c s o. 63 DATELICENSE E N 442 � I i 7 rh � .956�--------✓ ' TSN, �� �� ' ✓ � Q O 0 �� �-j O � ✓✓ '� �� 957.17_ 956.4 ti� - -- O 9- 57.e��` ''-'y�� �� �� ------ _ i �`o ISSUE/SUBMITTAL SUMMARY � x 957 5 DATE DESCRIPTION Ts6 GRADING PLAN LEGEND: 041916 CITY SUBMITTAL - - '--- ------ 891 -------- EX. V CONTOUR ELEVATION INTERVAL I� 1N89946 0 W �.4�U -gb5 � - r.ti, �T._ x __ ----- 819 1.0'CONTOUR ELEVATION INTERVAL X 955. ----' '' SPOT GRADE ELEVATION (FLOW LINE UNLESS OTHERWISE NOTED) 891.0 G SPOT GRADE ELEVATION GUTTER EROSION CONTROL NOTES: CITY OF APPLE VALLEY GRADING NOTES: - TC - --- 891.0 BC SPOT GRADE ELEVATION BACK OF CURB (TOP OF CURB) SEE SWPPP ON SHEETS SW1.0-SW1.5 1. INFILTRATION BASINS SHALL NOT BE EXCAVATED UNTIL THE CONTRIBUTING 891.0 BS/TS SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS REVISION SUMMARY DRAINAGE AREAS WITH EXPOSED SOILS HAS BEEN FULLY STABILIZED AND UPLAND DRAINAGE AREAS HAVE BEEN DIVERTED TO PREVENT RUNOFF FROM TIP OUT(T.O.)CURB AND GUTTER WHERE DATE DESCRIPTION GROUNDWATER INFORMATION: ENTERING THE EXCAVATED BASIN OR INTO THE WORK AREA. DO NOT USE ---------------- APPLICABLE-TAPER GUTTERS TO DRAIN AS SHOWN T.O. PER GEOTECHNICAL REPORT BY HAUGO GEO TECHNICAL SERVICES., DATED 03/25/16 FILTRATION BASINS AS TEMPORARY SEDIMENT BASINS. GROUNDWATER WAS NOT OBSERVED IN BORINGS RANGING FROM 15 FEET TO 21 FEET DEEP. 2. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH EXISTING AND PROPOSED DRAINAGE ARROWS SEDIMENT, IN-SITU OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. OVERALL SITE CURVE NUMBER CN = 74 3. INFILTRATION BASINS NEED TO BE KEPT OFFLINE(NO WATER ENTERING)UNTIL GRADING PLAN VEGETATION HAS BEEN ESTABLISHED.THIS TIMELINE WILL BE LONGER FOR SEEDED AREAS. GOPHER STATE ONE CALL 4. EARTHMOVING ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 6:30 AM TO 5:30 WWW.GOPHER 252-11 NE O LL REE N PM MONDAY THROUGH FRIDAY. (soo)251)454-TOLL FREE (651)454-0002 LOCAL 5. EARTHMOVING ACTIVITIES SHALL NOT OCCUR WHEN WIND VELOCITY EXCEEDS 1"=30'-0" THIRTY(30)MILES PER HOUR.WATERING TO CONTROL DUST SHALL OCCUR AS NEEDED AND WHENEVER DIRECTED BY THE APPLE VALLEY BUILDING OFFICIAL 15'-0" 0 30'-0" C300 OR ZONING ADMINISTRATOR. ess.o 434 LF (2 ROWS @ 217 LF) 72 DIA. CMP UNDERGROUND GENERAL UTILITY NOTES: (C�OwHo SRO �e Tc - STORMWATER INFILTRATION/DETENTION SYSTEM 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. Q F 4931 W.35TH ST.SUITE 200 �4.F; 12' SIDE & END STONE, 36' STONE PIPE SEPARATION, 6 OS 1 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR ST. LOUIS PARK,MN 55416 STONE COVER AND 6" STONE BASE TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS CivilSiteGrou com r RIM=957.68 P� Tc5 0 Tc S. TcB FOOTPRINT=219' X 17' FROM THE PLANS. Matt Pavek Pat Sarver EX 15 IE NW=948.22 (FIELD VERIFY) / RIm,954.44 IE STONE=947.50 PROP IE S=949.89 3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL"(651-454-0002 OR 763-213-3944 952-250-2003 _ in v:°so.a IE 72" CMP=948.00 R m:ess. a CONSTRUCT MH OVER EXISTING 800-252-1166)FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE d n :9� .e F OE 15" ORIFICE=950.00 STORM SEWER LINE ANY UTILTIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. - TOP BAFFLE WALLS=950.00 TOP 72" CMP=954.00 CB 21 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND • 19 LF 15" HDPE TOP STONE=954.50 RIM-955.51 SERVICE LINE INSTALLATION"AND"SANITARY SEWER AND STORM SEWER INSTALLATION"AS PREPARED BY THE CITY STORM @ 1.00% ACCESS RISER, 100-YR HWL=954.20 11 LF 12 HDPE IE=951.01 ENGINEERS ASSOCIATION OF MINNESOTA(CEAM),AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE CBMH 31 15" INLET TYP. (2 TOTAL) SUMP=948.01 PROJECT SPECIFICATIONS. RIM=956.15 IE=950.30 BAFFLE WALL STORM @ 1.00% 5 LF 12" HDPE 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. IE=950.49 LOCATION, TYP'9�29'1�"E 15" OUTLET STORM @ 1.00% SUMP=947.49 TOP=950.00 IE=950.00 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE(DIP) UNLESS OTHERWISE NOTED. " �- 12INLET 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC)UNLESS OTHERWISE NOTED. 8. ALL STORM SEWER PIPE SHALL BE HDPE UNLESS OTHERWISE NOTED. 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. --- ------------ -------------------- ir ol 10. UTILTIES ON THE PLAN ARE SHOWN TO WITHIN 5'OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY IE INLET RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. _ _ --------- IE=950.12 ^ `---------- ------ - 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE BUMPED 0.04 FEET.ALL CATCH BASINS IN GUTTERS SHALL BE - --------------------------- - - - - 45 LF 15" HDPE STORM @ 1.00% SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. II 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. CB 11 I 13. HYDRANT TYPE,VALVE,AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE RIM=955.07 I INCIDENTAL. O I E=950.57 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE 12" INLET-/ TRENCH DRAIN I SUMP=947.57 REQUIRED TO MAINTAIN A MINIMUM OF 18"VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH I� IE=952.00 TRIM=847.77 WATERMAIN IS INCIDENTAL. I 118 LF 1 IE =845.77^ I i ._0 INTERIOR 6" COMBINED DIP WATER SERVICE AND HDPE STO M 25 LF 12" HDPE / CONNECT VALVE, STUB TO WITHIN 5' FROM 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL @ 1.00/° STORM @ 7.40% /J BUILDING M=CH'L PUMP, BUILDING. THE FIRE AND DOMESTIC I UTILITIES, UNLESS OTHERWISE NOTED. STORM SEWER CONNECTIONS FOR ` ""`DEANS SERVICE SHALL BE SPLIT OUTSIDE THE 16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE iNTERNAL ROOF DRAINS&SUM'- BUILDING AND SHALL EACH HAVE THEIR CITY PRIOR TO CONSTRUCTION. MH 32 PUMP SYSTEM, COORD.W/MECH'L STUB SANITARY TO 5' I OWN SHUTOFF, COORD. W/MECH'L � ^ IE=953.85 FROM BUILDING r � � � 17. CONNECTIONS TO EXISTING STRUCUTRES SHALL BE CORE-DRILLED. IM=957.71 BUILDIN13 IE: @ STUB=948.00 I T_ IE-951.67 COORC1. W/MECH'L a PROPOSED GATE 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. STUB TO WITHIN 5'OF THE VALVE AND VALVE BOX ` M 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY L MAKE WET TAP CONNECTIN23 LF 12" O EXISTING 6"WATER MAION, / � STAFF. z Z HDPE STORM 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT @ 1.09% COORD. WITH CITY I I I CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE W J 11 LF 6" PVC SDR 26 I ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MMUTCD)AND J Z CBMH 33SANITARY SERVICEU ' I THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS,AND FLAGGERS AS NEEDED. ALL 1 O D RIM=956.40 MHA PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL J > @ 1.00% RE U, IE=951.90 = I BY THE CITY. W O Z ^ IE N=947.89MAKE CONNECTION TO CONSTRUCTION J 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS IE EE=947.79 89 LF 61 PVC SDR 26 I EXISTING SANITARY SEWER I LIMITS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS � 80 LF 12" HDPE SANITARY SERVICE PER CITY STANDARDS > O o @ 1.00% I EX IE (N/S)=946.82 (FIELD REQUIREMENTS FOR TRAFFIC LOADING. Q 0 STORM @ 1.63% VERIFY) I 22. CONTRACTOR SHALL CORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. W W m W I PROP IE (W)=946.90 > ^ COORDINATE WITH CITY I 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF J (n IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. ui o I I I 24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER uj > L �� I UPON COMPLETION OF WORK. a Lu J Q I I W Z I 12 I I I 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT Q = Q I� I CB 34 � I I RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS,OR OTHER STRUCTURES. 0 RIM=957.70 I LL04I I E=953.20 I N Z CITY OF APPLE VALLEY UTILITY NOTES: 00 -�� 1. SHOULD EXISTING SANITARY SEWER AND WATER SERVICES NOT BE ABLE TO BE O L I I I o UTILIZED: 00 L I� p 1.1. EXISTING SERVICE SHALL BE REMOVED BACK TO THE TEE OR EXTENDED w - - - - - - - - - - - - - - - L - - - - - I FOR USE AS DOMESTIC WATER IF APPLICABLE 1.2. NOTIFICATION IS REQUIRED 7 DAYS IN ADVANCE OF LANE OR STREET IL u_ CLOSURES. 7-DAY ADVANCE WARNING SIGNAGE AND NOTICES TO - - - - - - - - - - - - - - - - - - - - - ` / T- AFFECTED BUSINESSES FOR THE CLOSURE SHALL BE PROVIDED BY THE I HEREBY CERTIFY THAT THIS PLAN, CONTRACTOR SPECIFICATION,OR REPORT WAS `TC 1.3. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED AND APPROVED FOR ALL PREPARED BY ME OR UNDER MY DIRECT Tc SUPERVISION AND THAT I AM A DULY CONSTRUCTION LANE OR STREET CLOSURES BY THE CONTRACTOR. FLAGMEN SHALL BE LICENSED PROFESSIONAL ENGINEER PROVIDED AS NECESSARY UNDER THE LAWS OF THE STATE OF LIMITS MINNESOTA. 1.4. AN OBSTRUCTION PERMIT SHALL BE APPLIED FOR AND APPROVED WITH DAKOTA COUNTY FOR DETOUR ROUTING PRIOR TO LANE OR STREET 1�� - T CLOSURES 6,0, �j11- 1.5. PUBLIC WORKS IS TO BE NOTIFIED PRIOR TO ANY REQUIRED WATER Ma hew R. Pavek SHUTDOWN AND/OR CONNECTION DATE 04/11/16 LICENSE No. 44263 o 11 ° 5c l�J SAO ti I ISSUE/SUBMITTAL SUMMARY ti 1r t;o DATE DESCRIPTION 04/11/16 CITY SUBMITTAL N89048'07"W 69.00 5� T Ir,l 7` UTILITY LEGEND: MANHOLE OR CATCH BASIN MANHOLE OR CATCH BASIN @ REVISION SUMMARY CATCH BASIN DATE DESCRIPTION WATER MAIN SANITARY SEWER >) STORM SEWER UTILITY PLAN GOPHER STATE ONE CALL WWW.GOPHERSTATEONECALL.ORG (800)252-1166 TOLL FREE (651)454-0002 LOCAL • 1"=30'-0" C40 15'-0" 0 30'-0" • LANDSCAPE NOTES: 009�SG RO7H R - - - - Tc cv ,.954.9 - 1. ALL SHRUB BEDS SHALL BE MULCHED WITH 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH OVER WEED BARRIER. OWNER'S REP SHALL 54 - ge APPROVE MULCH SAMPLE PRIOR TO INSTALLATION. EDGING SHALL BE METAL EDGING OR APPROVED EQUAL. Q C:2) U p c 4931 W.35TH ST.SUITE 200 955.0 955.1 2. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM Tc Y 955.1 Tr�cB 955.4 955.5 ? �`�_ , -�� � � 955.9ST. LOUIS PARK,MN 55416 TC TC Rc T T TcDISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMBNESS OF PLANT MATERIAL FOR DURING OF CivilSiteGroup.com ACCEPTANCE PERIOD. Matt Pavek Pat Sarver 763-213-3944 952-250-2003 3. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, WY TN E Y Y Y UIE7 THE PLAN SHALL GOVERN. � TM 4. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE(1)FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 5. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER LOAM AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. T955.3 955.E 955.3 955. 955.7 95F,.1 a TG�CB TC BE TC-BE T� B Ti' L5 G`� S89-29'14"E 525.81 R'J I Tc r' 6. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. LAWN LAWN � � �% 7. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. Y e; „I`WW 8. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 9. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. EDGING,TYP. IRRIGATION NOTES: 11 PMD39 MNS 13-PMD ® ® RPM 1. ENTIRE SITE SHALL BE FULLY IRRIGATED.THE CONTRACTOR SHALL CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND 1 -SHL 31 GVG 10-P D 7-PMD L 34-MNS SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONNECTION. EDGING,TYP. 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND M 6-KFG DGING, TY I 36-WGB FOR IRRIGATION WATER, METER,AND POWER CONNECTIONS. DEBRIS. 31 -HGVG 8-13 3. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE 14. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. w I GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION.ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS 3- RB /;';' / 8i.1 THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. u - i T'^ F' ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE ENTIRELY BY THE CONTRACTOR. 7 ' - / - I � I � f� SGT � WITH OWNER'S REPRESENTIVE. NTE 18" MAINTENANCE STRIP 1 T. 4. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL 17. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER 32-MNS V) UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF ® I 37-WGB , oc LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN d- COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) N 8- FPR - 2T_ O AT THE JOB SITE. SPARE WIRE AND GROUND TO FURTHEST VALVE FROM U') N LAWN EDG G T MULCH/SAND PLAYGROUND / ` 5. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY CONTROLLER. LABEL OR COLOR CODE ALL WIRES. LAWN Z � LID SURFACE. THICKNESS FOR THE PROPOSED ELECTRICAL SERVICE AND METERING 18. AVOID OVERSPRAY ON BUILDINGS, PAVEMENT,WALLS AND 8-PMD PER PLAY STRUCTURE MANUF. FACILITIES. Z 16 E GIN ,TY . RECOMMENDATIONS/SPECS. ++++ ' + ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON 2 1 -SHL 14-BE 1 -SHL I SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 4 PMD 7 PMD -++ ++++++++++++++++ 6. IRRIGATION WATER LINE CONNECTION SIZE IS 1 z"AT BUILDING. W J z 19-BHS + ++ SEED TYPES I VERIFY WITH MECHANICAL PLANS.COVAGE. 19. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE Q J O 0 + + + + + + + + + + 7. ALL MAIN LINES SHALL BE 18 BELOW FINISHED GRADE. ON SITE. > I- + + + + + + + + + CONSTRUCTION + 8. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 20. USE SCREENS ON ALL HEADS. W Z - � I LIMITS � - LAWN� + + + + J I +L+y+ 21. PRESENTIVE.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED 9. ALL EXPOSED PVC RISERS, IF ANY,SHALL BE GRAY IN COLOR. L - I ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. n Q O "7 F > 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT Z-0"BELOW Q O w L ® ® 17-PMD 7-LSRS THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES 22• ALL PIPE 3"AND OVER SHALL HAVE THRUST BLOCKING AT EACH J 1 -SHL 21 21 PMD 1 -SHL 4 - NS 13 PMD TURN. Uj W m II TO 2'-0"BEYOND PAVEMENT. > Q L @ 7.3 11. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM J U) ° 9 I \-LAWN CONDUIT WITH THE SLEEVING MATERIAL"ELLED"TO 2'-0"ABOVE DEPTH OF 3/4"WASHED GRAVEL UNDERNEATH VALVE AND VALVE LLI � C 41 -MNS EDGING,TYP. I EDGING, TYP. FINISHED GRADE AND CAPPED. BOX. GRAVEL SHALL EXTENT 3"BEYOND PERIMETER OF VALVE BOX. W W > Z � � 38-MNS ® I THERE SHALL BE 3"MINIMUM SPACE BETWEEN BOTTOM OF VALVE � 12-LSRS 3-NRM 12. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH 24. Z �J W F - I BOX COVER AND TOP OF VALVE STRUCTURE. Y.1 ,J I 40-WGB LAWN 1liTF j I - 3-AC � N >_ L - I ;t LANDSCAPE CALCULATIONS: 00 LAWN I EDGING, 2-PFC � 1. REQUIRED LANDSCAPE MATERIALS HAVE BEEN CALCULATED BASED ON 2-1/2%OF ESTIMATED o L6-AC 6 o CONSTRUCTION COST. O O EDGING,TYP. 2. PROPOSED LANDSCAPE BUDGET INCLUDES IRRIGATION, SOD, RAIN GARDEN, DECORATIVE PAVING, 00 LAWN EDGING, PLAY AREA ALLOWANCE, KITCHEN UTILITIES ALLOWANCE, EQUIPMENT ALLOWANCE(BENCHES, LLI U � TABLES/CHAIRS, GRILLS AND ALL PLANT MATERIAL. - 14-LSR 7-NCB LAWN �5R.1 O -_- „ RequiredLandsca Budget(2.5%) $125,000.00 Q� I LAWN ed Pro Budget $217,670.00� � Lands cape u`� -- { Budget Delta -$92,670.00 1 HEREBY CERTIFY THAT THIS PLAN, 425.87 r SPECIFICATION,OR REPORT WAS CONSTRUCTION Y 6 Q PREPARED BY ME OR UNDER MY DIRECT 2-NRM SUPERVISION AND THAT I AM A DULY LIMITS _ LICENSED LANDSCAPE ARCHITECT UNDER O� THE LAWS OF THE STATE OF MINNESOTA. LL • - 5 1 00 Patrick J. Sarver 1 G) LEGEND DATE 04/11/16 LICENSE NO. 24904 O I 4 V)\0 x " SEED TYPE 1 -GENERAL, MNDOT 25-131 - INSTALL PER x ISSUE/SUBMITTAL SUMMARY C x PLANT SCHEDULE ENTIRE SITE �Ax MNDOTSEEDING MANUAL(2014) DATE DESCRIPTION 00 �' PLAYGROUND SAND/MULCH OVER FILTER FABRIC, G'+ 04/11/16 CITY SUBMITTAL SYM QUANT. COMMON NAME BOTANICAL NAME SIZE ROOT COMMENTS SAMPLES REQUIRED DECIDUOUS TREES PRUNE AS FIELD DIRECTED BY LANDSCAPE ° i n 5 SOD ARCHITECT TO IMPROVE APPEARANCE (RETAIN 48 07 W 69.00 NRM 5 NORTHWOOD RED MAPLE Acer rubrum 'Northwood' 2.5"CAL. B&B STRAIGHT LEADER. FULL FORM NORMAL SHAPE) E C a SHL 7 SKYLINE HONEYLOCUST Gleditsia triacanthos'Skycole' 2.5"CAL. B&B STRAIGHT LEADER. FULL FORM PLANT TOP OFROOTBALLI-2°ABOVE ABOVE . 1"DIA. DECORATIVE ROCK MULCH OVER FILTER FABRIC, SURROUNDING GRADE n IC?1 SAMPLES REQUIRED RB 3 RIVER BIRCH TREE Betula nigra 2.5"CAL. B&B STRAIGHT LEADER. FULL FORM SHREDDED HARDWOOD MULCH TO OUTER EDGE OF SAUCER PRUNE AS FIELD DIRECTED BY THE LANDSCAPE KEEP MULCH 2"FROM TRUNK,COLOR TO BE DETERMINED BY ARCHITECT TO IMPROVE APPEARANCE(RETAIN THE OWNERS REP PRIOR TO ORDERING NORMAL TREE SHAPE) ' ORNAMENTAL TREES EXISTING GRADE = THREE 2"x4"X8'WOODEN STAKES,STAINED BROWN PROPOSED CANOPY&EVERGREEN TREE SYMBOLS-SEE PFC 2 PRAIRIEFIRE FLOWERING CRAB Malus'Prairiefire' 1.5"CAL. B&B STRAIGHT LEADER. FULL FORMIII WITH TWO STRANDS OF WIRE TWISTED TOGETHER. SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES ROOTS AT OUTER EDGE OF ROORBALL LOOSENED TO STAKES SHALL BE PLACED AT 120°TO ONE ANOTHER. ENSURE PROPER BACKFILL-TO-ROOT CONTACT WIRE SHALL BE THREADED THROUGH BLACK RUBBER EVERGREEN TREES 1=III-III III 11 =11 SLOPE SIDES OF HOLE HOSE COLLARS REVISION SUMMARY I11=1I-I I1=11I-III- =111=1I PROPOSED DECIDUOUS AND EVERGREEN SHRUB BHS 19 BLACK HILLS SPRUCE Picea glauca'Densata' 6'ht. B&B STRAIGHT LEADER. FULL FORM II-Y=I II-111=1I-111= BACKFILLASPeRSPECIFIcaTION TRUNK FLARE JUNCTION: PLANT TREE ra°ABOVE SYMBOLS-SEE SCHEDULE AND PLAN FOR SPECIES AND DATE DESCRIPTION EXISTING GRADE THREE TIMES WIDTH OF ROOFS WDO NOT EXCAVATE BELOW ROOTBALL. COMPACT BOTTOM OF PIT,TYP. PLANTING SIZES SHRUBS-CONIFEROUS&EVERGREEN CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT SHRUB BALL.IF NON-BIODEGRADABLE,REMOVE COMPLETFL AC 27 ALPINE CURRANT Ribes alpinum 24"HT. CONT. NTS BACKFILL AS SPECIFIED PROPOSED PERENNIAL PLANT SYMBOLS-SEE WGB 113 WINTERGREEN BOXWOOD Buxus microphylla'Wintergreen' 24"HT. CONT. MULCH TO OUTER EDGE OF SAUCER.KEEP MULCH 2" SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES FPR 8 FOXI PAVEMENT ROSE Rosa'Foxi Pavement' 24"HT. CONT. FROM TRUNK. NCB 43 NORTHERN CHARM BOXWOOD Buxus'Wilson' 24"HT. CONT. EXISTING GRADE 10- DECORATIVE BOULDERS, 18"-30" DIA. FACE OF BUILDING:WALL,OR STRUCTURE SLOPE SIDES OF HOLE LANDSCAPE PLAN 18"-VERIFY W/PLAN soPe Mw.2.Mnx.51 MIN-3"LAYER OF ROCK MULCH AS SPECIFIED-PROVIDE SAMPLE TO -III VERIFY All GRADING PLAN LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION PERENNIALS&GRASSES F�NISNENGRANE III III - ='- '' III III III GOPHER STATE ONE CALL KFG 6 KARL FOERSTER GRASS Calamagrostis x acutiflora"Karl Foerster" #1 CONT. - STAKED LANDSCAPE EDGER ASSPECIFIED SEE MANUFACTURER's -III -III www.GOPHTATATEONECALL.oRL N MNS 227 MAY NIGHT SALVIA Salvia x sylvestris'May Night' #1 CONT. _ _ = WATER PERMETIONS ABLE GSPECS.TEXTILINSTALLATION FABRILA SSPECIFIED PLACEMENT -I 1=I 1 800 252-1166 TOLL FREE _ WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED III III III ( ) PMD 150 PARDON ME DAYLILLY Hemerocallis'Pardon Me' #1 CONT. III-III-I I COMPACTED SUBGRADF �THREE TIMES WIDTH� (651)454-0002 LOCAL LSRS 33 LITTLE SPIRE RUSSIAN SAGE Perovskia atriplicifolia'Little Spire' #1 CONT. OF ROOTBALL 1"=30'-0" BES 22 GOLDSTURMRUDBECKIA Rudbeckiafulgida'Goldsturm' #1 CONT. AGGREGATE MAINTANENCE STRIP DECIDUOUS & CONIFEROUS TREE PLANTING HGVG 62 HAKONECHLOA GOLDEN VARIEGATED GRASS Hakonechloa macra'Aureola' #1 CONT. 2 N T S 3 N T S 15' 0" 0 30'-0" • SWPPP NOTES: fR' vH' 0 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. AN EROSION CONTROL PERMIT IS ALSO Q p REQUIRED FROM THE CITY OF APPLE VALLEY. 4931 W.35TH ST.SUITE 200 ST. LOUIS PARK,MN 55416 r 2. SEE SHEETS SW1.0- SW1.5 FOR ALL EROSION CONTROL NOTES, Matt Pavek CivilSiteGroup.comPat Sarver DESCRIPTIONS, AND PRACTICES. 763-213-3944 952-250-2003 CONTRACTOR TO PROVIDE 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION 'krk TA TM INLET PROTECTION AT ALL CONTROL NOTES. DOWNSTREAM CATCH INLET PROTECTION AT BASINS. EXISTING TREES TO 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, CATCH BASINS, TYP. REMAIN, PROVIDE INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. t'11� TREE PROTECTION �-� CONSTRUCTION S89°29`19"E - --- - - FENCING, TYP. CITY OF APPLE VALLEY EROSION CONTROL NOTES: ENTRANCE 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. =�jz 957 gg gg 9 958 � 9�S 5� / S6 ♦♦♦ --- - - ----------- - '�--- • 9 I -i I •• O E ^ ------ --- -- ------ ----------- --- N -7 — — — — — — 955 9S6 I 95co - - 954 ^ 9 1 I 5 - ' 95 2 - 951 i - i Ln i I I I ♦ �n PERIMETER ♦♦��• CV 0 EROSION CONTROL - MEN ♦ ♦ ♦ j CV AT CONSTRUCTION I ♦♦1 • Ek',T'r" LIMITS TYP. k, r •\ . z LO - I ♦•��♦♦ 9, z to 9 bb Imo ♦ I -- Lr) ---- w J z - a a o J > Q c� EXISTING TREES TO CONSTRUCTION J w Z 9671♦ 9 REMAIN, PROVIDE LIMITS J : ♦��♦♦ TREE PROTECTIO I � 0 r I - - h ♦♦ 957E G, TYP. Q O J z rn I 9 ® ® s2 •♦♦ ♦• Lu W m _ ♦♦ I PERIMETER > -- J U)I EROSION CONTROL , c 111, 111 F111 0 I - 'c AT CONSTRUCTION w � LIMITS, TYP. w Q � az J w ��•.♦ I W J �� I � 0) Z Q EXI Ti[�ic APARTME_[IT 04 J T�2o 2, 00 •.� LEGEND. ►` II ♦ ♦ ♦� o -----932 -------- EX. V CONTOUR ELEVATION INTERVAL ♦ ♦ 0 ti I00 °' �♦ I a O 932 1'CONTOUR ELEVATION INTERVAL 00 • 1 - U - - .- � - • •� ♦♦ I♦♦j•� �♦♦ , ,;*2q EXISTING SPOT GRADE ELEVATION p 0') Of —� - - - - - - - - - - - - - - - - - - - ` �•= 932.0 PROPOSED SPOT GRADE ELEVATION 0" - - - - - - - - - - I - DRAINAGE ARROW I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS CONSTRUCTION P REPARED BY ME OR UNDER MY DIRECT __-- - - In SILT FENCE/BIOROLL-GRADING LIMIT SUPERVISION AND THAT I AM A DULY-- - _ _ ' _ LIMITS -- -- `------------ -`-- - - -- -- I ,� LICENSED PROFESSIONAL ENGINEER ___ UNDER THE LAWS OF THE STATE OF MINNESOTA. i Rrm.95G.>4 � Q` fi- ��' O �� ,ice I STABILIZED CONSTRUCTION ENTRANCE 960 � - Ma hew R. Pavek PROPOSED MANHOLE OR CATCH BASIN DATE 04/11/16 ucErvsE No. 44263 "T r �b~ ' �' ►� PROPOSED GATE VALVE ISSUE/SUBMITTAL SUMMARY --------------- PROPOSED FIRE HYDRANT DATE DESCRIPTION PROPOSED SANITARY SEWER 04/11/16 CITY SUBMITTAL PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING WATER MAIN 1 - j EXISTING GAS MAIN i t-y E- E EXISTING UNDERGROUND ELECTRIC i c- EXISTING UNDERGROUND CABLE EXISTING MANHOLE m EXISTING ELECTRIC BOX REVISION SUMMARY ❑ EXISTING CATCH BASIN EXISTING LIGHT DATE DESCRIPTION EXISTING HYDRANT 0 EXISTING GAS METER 0 EXISTING STOPBOX e EXISTING GAS VALVE EXISTING GATE VALVE SWPPP - PROPOSED GOPHER STATE ONE CALL w ' CONDITIONS WWW.GOPHERSTATEONECALL.ORG I\1 (800)252-1166 TOLL FREE (651)454-0002 LOCAL 1"=30'-0" swii 15'-0" 0 30'-0" • • • 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Civil Site Group 4931 West 35th Street Suite 200 St Louis Park, MN 55416 tel: (763) 213-3944 z N m N CO O 0- 0- 0 O_O O H c6 O D J r O i N 2E Apple Villa 0 Apartments Q 7800 - 7822 Whitney Drive >, Apple Valley, MN 55124 CO Unit Counts Total w/ Gross Area Delegard Apple Villa Q Name Type Count Area Level Properties LLC CU, 205 E 78th Street QB Unit Al 1 BR 12 718 ft2 Bloomington, MN 55420 4 B Unit 131 1 +D 2 994 ft2 co a B Unit C1 2 BR 12 1,241 ft2 Project Number 1614 B Unit S1 Studio 2 552 ft2 Date 4/8/2016 Grand total: 28 Drawn By Author Checked By Checker 35'-0" O Oil 24'-0" co 0 11'-8 5/8" 12'-3 3/8" 0 20'-0" 361-011 CIP M N Unit C1 NET 1,170 ft2 o � O C?_ B Unit C1 M M B Unit S1 CO B Unit Al UnitAl0 o Unit B1 1,241 ft2 Unit S1 B Unit B1 NET N 718 ft2 2 `� NET 552 ft2 508 ft2 665 ft 994 ft2 931 ft2 a o N z r 0 31-4" 31'-8" ti v N Unit Plans U O L U n S1 n Al n B1 C1 0 U 1/811 = 1'-0" U 1/8" = 1'-0" U 1/8" = 1'-0" 1/8" = 1'-0" 11 _ 1_ 11 1/8 — 1 0 CO cu Y C-- A450 L Q O 0 A500 • • STORAGE LOCKERS STORAGE LOCKERS 1301 American Blvd E. TRASH Suite 100 ELEV.EQUIPMENT ROOM / 6 YARD TRASH BINS Bloomington, MN 55425 (6'x 5'-6"x 5') tel: (612) 879-6000 D DD D 7 D fax: (612) 879-6666 www.kaaswilson.com 11 EKI 0 STAIRWAY ® 0 0 4 0 0 D� CIVII Site Group 4931 West 35th Street MECHANICAL/ELECTRICAL Suite 200 St Louis Park, MN 55416 0 01/r-- El El tel: (763) 213-3944 - - F- A500 4 = :;t 2 A500 \I X LU Z m 9'-0" co a> DEEP STALL 9'-0"TYP. Q 0 I � c6 a� 12 o N 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 N a bo w i DD DD 2Apple Villa Apartments STORAGE LOCKERS STORAGE LOCKERS Q 7800 - 7822 Whitney Drive Apple Valley, MN 55124 co Delegard Apple Villa A500 Properties LLC CU 0, 205 E 78th Street 0 1 1/8,e1 1,-O„ Bloomington, MN 55420 a Project Number 1614 A500 Date 4/8/2016 1 Drawn By Author D Checked By Checker V OFFICEUJ O o B Unit C1 STAIRWAY LOBBY B Unit Al B Unit Al B Unit C1 0 � 1,241 ft2 718 ft2 718 ft2 1,241 ft2 w CONF.ROOM D A500 4 2 A500 c V o N a� d CLUB ROOM STAIRWAY B Unit C1 B Unit Al B Unit Al B Unit C1 N 1,241 ft2 718 ft2 718 ft2 1,241 ft2 o cfl Z C:) N ti d- n � Level -1 , Level 1 U L Q 1/8 _ 1 1_011 co A500 cuY C-- — Q Level 1 0 1/8" = 1'-0" I A500 • • 1 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 MECH/ELEC/STORAGE www.kaaswilson.com Civil Site Group 4931 West 35th Street Suite 200 B Unit C1 B Unit Al B Unit S1 B Unit Al B Unit C1 St Louis Park, 55416 1,241 ftz STAIRWAY 718 ftz 552 ftz 718 ft 1,241 ft tel: (763) 213-39944 4 ELEV LOBBY V 44 Z 2 A500 N m N co O 0- O_ Q O O H L CU Q� 0 STAIRWAY B Unit C1 B Unit Al B Unit B1 B Unit Al B Unit C1 0 1,241 ftz 718 ftz 994 ftz 718 ftz 1,241 ftz a� 0 Apple villa Apartments Q 7800 - 7822 Whitney Drive >, Apple Valley, MN 55124 co Delegard Apple Villa 0- 1 3 Properties LLC CU, 205 E 78th Street ASoo� Bloomington, MN 55420 4 n Level 2 U 1/8" = 1'-0" a A500 Project Number 1614 Date 4/8/2016 raven y ut or Checked BY Checker MECH/ELEC/STORAGE `O GO L '� J B Unit C1 STAIRWAY B Unit Al B Unit S1 B Unit Al B Unit C1 O 1,241 ftz 718 ftz 552 ftz ` 718 ftz 1,241 ft w ELEV LOBBY o 0 2 A500 4 A500 c 0 a� STAIRWAY B Unit C1 B Unit Al B Unit B1 B Unit Al B Unit C1 a 1,241 ftz 718 ftz 994 ftz 718 ftz 1,241 ftz N O cfl Z CD N El 71 ti d' N Level 2, Level 3 Q 3 c A500 I 1/8 11 _ 1 I-011 ICU Y Level 3 a' 2 1/8" = 1'-0" A3010 0 aas wilson architects .�=z-zais •r. ter. -'-® ::ti �� irmi • •111 —� `- a=_.-r=�- ��rszz�rr-� =iz�■sr���-fir __. �_� J• � �! � ■■■■■■■i � ■■■■■■■i � ■■■■■■■■■i ■ i— Illllllllllllll : 1111■, ■■■■■■■■■i � 11111 � � � ■■■■■■■i � � � ■■■■■■■i � � � ■■■■■■■■■i � � � ■■■■■■■■i I � I- ■■■■■■■■■i �_ �_ ■■■■■■i 1111■■■- �_ � ■■■■■■■i �_ �_ ■■■■■■■i �_ � ■■■■■■■i �_ ■■■■■■■■■i �_ � �_ ■■■■■■rte �_ ■■■■■■■■— —_ 1111■— 1111■■— ■■■■■■■i ■■■■■■■i 1111■■— ■■■■■■■■■i ■■■■� ■■■■■■■■■— ■■■■■■■■■i ■■■■■■i 1111■■■— ■■■■■■■i ■■■■■■■i ■■■■■■■i ■■■■■■■■■i ■■■■■■■■i ■ � ■■■■■■■■■i � � ■■■■■■i 1111■■■- � ■■■■■■■i � � ■■■■■■■i � � ■■■■■■■i � ■■■■■■■■■i � ■■■■■■■■i � ■ ■• � � ■ ■■■■■■■■■i ■■■■■■i 1111■■■— ■■■■■■■i ■■■■■■■i ■■■■■■■i ■■■■■■■■■i ■■■■■■■■i • • I • ■■■■■■■■■i � � ■■■■■■i 1111■■■- � � ■■■■■■■i � � ■■■■■■■i � � ■■■■■■■i � ■■■■■■■■■i � � ■■■■■■■■i � ■■■■■■■■■i i .� ■■■■■■■i : ■■■■■■■i ■■■■■■■■■i ■■■■■■■■i ■ ■ ■ ■ :::::::e[ ■■■■■■■■— � IIIIIf■ � ii■I:i:i :::::::: �- -� 1111111111111f -� - -� -■■■■■■■i �- -� ri::::::: ::::is � -■■■■■■■■■i � i i ■■■■■■■■i 1::::i:::::i! • • • • •1 •11 iiii i:i:I:l:: is is is i::i'ii� • r1111� uiiiiiiii IIeIi:1:1e: i:i:i:i: :::i ■■■uuuml ■■■■■■1 ■■■■■■■■ '! 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EQ O � Al • _-1 rte• O d d N m %% •1%, cn _ rr ..• Q _~• �r -ti�� r � r r _ I jr • � "�ti 1 O ��.�L � •11 ' r � f� r�rJ r o 1 1 r rr N O Ln T z U- 0 0 LL 7 ti r_ ti v N c O o o 1 ' L � Z • _ Q3 O fV N J O 06 J - m 00 *00 *000 *000 09000 ITEM: 4.H. 000 Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Adopt Resolution Approving Master Subscriber Agreement for Minnesota Court Data Services for Government Agencies Staff Contact: Department/ Division: John Bermel, Police Captain Police Department ACTION REQUESTED: Adopt the resolution approving the Master Subscriber Agreement for Minnesota Court Data Services for Government Agencies and authorizing the Police Chief to sign the same. SUMMARY: The Court offers Court Data Services to Minnesota Government Subscribers as authorized by the Rules of Public Access and Court Order. The Court Data Services are offered to Government Subscribers as governmental units and are offered solely for certain governmental use as permitted in the agreement. The Apple Valley Police Department desires to use Court Data Services, and the Court desires to provide the same to assist in the efficient performance of governmental duties as required or authorized by law or court rule. This agreement includes one-way or two-way transmission of information between the parties, some of which may include court information that is not accessible by the public pursuant to the Rules of Public Access. The Apple Valley Police Department will only use this information for legitimate governmental business need. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Resolution Agreement CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION TO ENTER INTO AND EXECUTE THE MASTER SUBSCRIBER AGREEMENT FOR MINNESOTA COURT DATA SERVICES FOR GOVERNMENTAL AGENCIES WHEREAS, the new Minnesota Government Access Accounts, allowing government agencies to view appropriate electronic court records and documents stored in the Minnesota Court Information System for cases in Minnesota district courts, require authorization from the governing body; and authorizing the Apple Valley Police Department to enter into a Master Subscriber Agreement with the State of Minnesota; and WHEREAS, The Apple Valley Police Department requests authorization to enter into a Master Subscriber Agreement with the State of Minnesota; and WHEREAS, the agreement will allow department access and defines responsibilities as a subscriber to the Minnesota Court Data Services; NOW,THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley that the Police Chief is authorized to sign the Master Subscriber Agreement on behalf of the Apple Valley Police Department as shown in Attachment 1. ADOPTED this 23rd day of February, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk MASTER SUBSCRIBER AGREEMENT FOR MINNESOTA COURT DATA SERVICES FOR GOVERNMENTAL AGENCIES THIS AGREEMENT is entered into by and between Apple Valley Police Department (Government Subscriber Name) of 7100 147 St. W., Apple Valley, MN 55124 (Government Subscriber Address) (hereinafter "Government Subscriber') and THE STATE OF MINNESOTA Office of State Court Administration of 25 Rev. Dr. Martin Luther King Jr. Blvd. St. Paul, Minnesota 55155 (hereinafter "the Court"). Recitals The Court offers Court Data Services, as defined herein, to Minnesota Government Subscribers as authorized by the Rules of Public Access and Court Order. The Court Data Services are offered to Government Subscribers as governmental units and are offered solely for certain governmental use as permitted herein. Government Subscriber desires to use Court Data Services, and the Court desires to provide the same, to assist Government Subscriber in the efficient performance of its governmental duties as required or authorized by law or court rule in connection with any civil, criminal, administrative, or arbitral proceeding in any Federal, State or local court or agency or before any self-regulatory body. Court Data Services are defined in the Definitions section of this Agreement and may involve a one-way or two-way transmission of information between the parties, some of which may include court information that is not accessible to the public pursuant to the Rules of Public Access and which may not be disclosed by Government Subscriber without the prior approval of the appropriate court or record custodian. Government Subscriber agrees herein to limit its access to and use of Court Records and Court Documents through Court Data Services to the Government Subscriber's "Legitimate Governmental Business Need"as defined herein. Agreement NOW, THEREFORE, in consideration of the mutual covenants, promises and agreements contained herein, the Court and Government Subscriber agree as follows: 1. TERM; TERMINATION; ONGOING OBLIGATIONS. 1.1 Term. This Agreement shall be effective on the date executed by the Court and shall remain in effect according to its terms. Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29, 2015 Page 1 of 14 1.2 Termination. 1.2.1 Either party may terminate this Agreement with or without cause by giving written notice to the other party. The effective date of the termination shall be thirty (30) days after the other party's receipt of the notice of termination, unless a later date is specified in the notice. Termination of this Agreement pursuant to Clause 4.5 shall be effective immediately and may occur without prior notice to Government Subscriber. 1.2.2 The provisions of Clauses 5, 6, 8, 9, 10, 12.2, 12.3 and 15 through 24 shall survive any termination of this Agreement, as shall any other provisions that by their nature are intended or expected to survive such termination. Upon termination, the Government Subscriber shall perform the responsibilities set forth in paragraph 8.6 hereof. 1.3 Subsequent Agreement. This Agreement may be superseded by a subsequent agreement between the parties. 2. DEFINITIONS. 2.1 "Agency Account Manager" means the Government Subscriber employee assigned with the tasks of. (1) being the point of contact for communications between Government Subscriber and the Court; (2) maintaining a current list Government Subscriber's Individual Users and their signed User Acknowledgment Forms and promptly notifying the Court when Government Subscriber's Individual Users with individual logins should have accounts added or deleted; (3) reporting violations of this agreement by Government Subscriber's Individual Users and steps taken to remedy violations to the Court. 2.2 "Court Data Services" means one or more of the following services and includes any additional or modified services identified as such on the Justice Agency Resource webpage of the Minnesota Judicial Branch website, which is currently www.mncourts.gov. or other location designated by the Court and/or its affiliates, as the same may be amended from time to time by the Court and/or its affiliates: 2.2.1 "Bulk Data Delivery" means the electronic transmission of Court Records in bulk form from the Court to the Government Subscriber, from one or more of the Court's databases and through any means of transmission, as described in applicable Policies& Notices and materials referenced therein. 2.2.2 "Court Integration Services" means pre-defined automated transmissions of i) Court Records from the Court's computer systems to Government Subscriber's computer systems; and/or ii) Government Subscriber Records from the Government Subscriber's computer systems to the Court's computer systems; on a periodic basis or as triggered by pre-determined events, as described in applicable Policies& Notices and materials referenced therein. 2.2.3 "MNCIS Login Accounts" means a digital login account created for and provided to the Government Subscriber for online access to and use of Court Records and Court Documents maintained by the Minnesota Court Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29, 2015 Page 2 of 14 Information System ("MNCIS"), as described in applicable Policies & Notices and materials referenced therein. 2.3 "Court Data Services Databases" means any databases and the data therein, used as a source for Court Data Services, together with any documentation related thereto, including without limitation descriptions of the format or contents of data, data schemas, and all related components. 2.4 "Court Data Services Programs" means any computer application programs, routines, transport mechanisms, and display screens used in connection with Court Data Services, together with any documentation related thereto. 2.5 "Court Records" means all information in any form made available by the Court and/or its affiliates to Government Subscriber for the purposes of carrying out this Agreement, including: 2.5.1 "Court Case Information" means any information in the Court Records that conveys information about a particular case or controversy, including without limitation Court Confidential Case Information and Court Documents, as defined herein. 2.5.2 "Court Confidential Case Information" means any information in the Court Records (including Court Documents) that is inaccessible to the public pursuant to the Rules of Public Access and that conveys information about a particular case or controversy. 2.5.3 "Court Confidential Security and Activation Information" means any information in the Court Records that is inaccessible to the public pursuant to the Rules of Public Access and that explains how to use or gain access to Court Data Services, including but not limited to login account names, passwords, TCP/IP addresses, Court Data Services user manuals, Court Data Services Programs, Court Data Services Databases, and other technical information. 2.5.4 "Court Confidential Information" means any information in the Court Records that is inaccessible to the public pursuant to the Rules of Public Access, including without limitation both i) Court Confidential Case Information; and ii) Court Confidential Security and Activation Information. 2.5.5 "Court Documents" means electronic images of documents that are part of or included in a court file. 2.6 "DCA" means the District Court Administrator pursuant to Minnesota Statutes, section 485.01. 2.7 "Government Subscriber Records" means any information in any form made available by the Government Subscriber to the Court and/or its affiliates for the purposes of carrying out this Agreement. 2.8 "Government Subscriber's Individual Users" means Government Subscriber's employees or independent contractors whose use or access of Court Data Services, Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29, 2015 Page 3 of 14 as well as the access, use and dissemination of Court Records (including Court Documents), is necessary to effectuate the purposes of this Agreement. 2.9 "Legitimate Governmental Business Need" means a requirement, duty or obligation for the efficient performance of governmental tasks or governmental responsibilities and as required or authorized by law or court rule in connection with any civil, criminal, administrative, or arbitral proceeding in any Federal, State or local court or agency or before any self-regulatory body. 2.10 "Policies & Notices" means the policies and notices published by the Court and/or its affiliates in connection with each of its Court Data Services, on a website or other location designated by the Court and/or its affiliates, as the same may be amended from time to time by the Court and/or its affiliates. Policies & Notices for each Court Data Service, hereby made part of this Agreement by reference, provide additional terms and conditions that govern Government Subscriber's use of such services, including but not limited to provisions on fees, access and use limitations, and identification of various third party applications, such as transport mechanisms, that Government Subscriber may need to procure separately to use Court Data Services. 2.11 "Rules of Public Access" means the Rules of Public Access to Records of the Judicial Branch promulgated by the Minnesota Supreme Court, as the same may be amended from time to time, including without limitation lists or tables published from time to time by the Court and/or the SCAO entitled "Limits on Public Access to Case Records" or "Limits on Public Access to Administrative Records," all of which by this reference are made a part of this Agreement. It is the obligation of Government Subscriber to check from time to time for updated rules, lists, and tables and be familiar with the contents thereof. Such rules, lists, and tables are posted on the main website for the Court, for which the current address is www.mneourts.gov. 2.12 "SCAO" means the State of Minnesota, State Court Administrator's Office. 2.13 "This Agreement" means this Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies, including all Exhibits, Policies & Notices, and other documents referenced, attached to, or submitted or issued hereunder. 2.14 "Trade Secret Information of SCAO and its licensors" is defined in sections 8.1, 8.2 and 8.4 of this Agreement. 2.15 "User Acknowledgement Form" means the form signed by Government Subscriber's Individual Users to confirm in writing that the Individual User has read and understands the requirements and restrictions in this Agreement (Exhibit A). 3. DATA ACCESS SERVICES PROVIDED TO GOVERNMENT AGENCY. Following execution of this Agreement by both parties, Government Subscriber will be offered access to the Court Records (including Court Documents) described in the Government Subscriber Access Chart, which is posted on the Policies &Notices. Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29, 2015 Page 4 of 14 4. AUTHORIZED ACCESS, USE, AND DISSEMINATION OF COURT DATA SERVICES AND COURT RECORDS LIMITED; TRAINING; VIOLATIONS; SANCTIONS. 4.1 Authorized Access to Court Data Services and Court Records. 4.1.1 Government Subscriber and Government Subscriber's Individual Users shall access only the Court Data Services and Court Records (including Court Documents) necessary for a Legitimate Governmental Business Need. 4.1.2 The access of Court Data Services or Court Records (including Court Documents) by Government Subscriber or Government Subscriber's Individual Users for personal or non-official use, or any use that is not a "Legitimate Governmental Business Need" as defined herein, is prohibited. 4.1.3 Government Subscriber and Government Subscriber's Individual Users shall not access or attempt to access Court Data Services or Court Records (including Court Documents) in any manner not set forth in this Agreement, Policies &Notices, or other Court Data Services documentation. 4.2 Authorized Use of Court Data Services and Court Records. 4.2.1 Government Subscriber and Government Subscriber's Individual Users shall use the Court Data Services and Court Records (including Court Documents) accessed only for a Legitimate Governmental Business Need and according to the instructions provided in corresponding Policies & Notices or other materials. 4.2.2 The use of Court Data Services or Court Records (including Court Documents) by Government Subscriber or Government Subscriber's Individual Users for personal or non-official use, or any use that is not a "Legitimate Governmental Business Need" as defined herein, is prohibited. 4.2.3 Government Subscriber and Government Subscriber's Individual Users shall not use or attempt to use Court Data Services or Court Records (including Court Documents) in any manner not set forth in this Agreement, Policies & Notices, or other Court Data Services documentation. 4.3 Dissemination of Court Records. Government Subscriber and Government Subscriber's Individual Users shall not share the Court Records (including Court Documents) accessed and data therefrom with third parties and other individuals other than as needed to further a Legitimate Governmental Business Need. 4.4 Training. Government Subscriber shall provide Government Subscriber's Individual Users training in the proper access, use, and dissemination of Court Records (including Court Documents). 4.5 Violations. 4.5.1 The access, use, or dissemination of Court Data Services or Court Records (including Court Documents) beyond what is necessary for a Legitimate Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29,2015 Page 5 of 14 Governmental Business Need by Government Subscriber or Government Subscriber's Individual Users is a violation of this Agreement. The access, use or dissemination of Court Data Services or Court Records (including Court Documents) by Government Subscriber or Government Subscriber's Individual Users for personal use is a violation of this Agreement. 4.5.2 Any violation pursuant to Clause 4.5.1, or any unauthorized or attempted access, use or dissemination of Court Data Services, Court Records or Court Documents by Government Subscriber or Government Subscriber's Individual Users shall be grounds for the Court to impose sanctions as described in Clause 4.6 and to terminate this Agreement without prior notice to Government Subscriber and/or Government Subscriber's Individual Users. 4.6 Sanctions. 4.6.1 Sanctions for a violation pursuant to Clause 4.5.1 may be imposed upon a Government Subscriber and/or Government Subscriber's Individual Users and may include the suspension of access or termination of access for Government Subscriber and/or Government Subscriber's Individual Users. 4.6.2 If the Court decides to terminate the access for Government Subscriber and/or Government Subscriber's Individual Users, the Court shall notify the affected party in writing. The termination shall be effective immediately. Prior notice to Government Subscriber and/or Government Subscriber's Individual Users is not required. Reinstatement of the access shall only be upon the written direction of the Court. 5. GUARANTEES OF CONFIDENTIALITY. Government Subscriber agrees: 5.1 To not disclose Court Confidential Information to any third party except where necessary to carry out the Government Subscriber's Legitimate Governmental Business Need as defined in this Agreement. 5.2 To take all appropriate action, whether by instruction, agreement, or otherwise, to insure the protection, confidentiality and security of Court Confidential Information and to satisfy Government Subscriber's obligations under this Agreement. 5.3 To limit the use of and access to Court Confidential Information to Government Subscriber's Individual Users. Government Subscriber shall advise Government Subscriber's Individual Users of the restrictions upon access, use and disclosure contained in this Agreement, requiring each Government Subscriber's Individual User to acknowledge in writing that the individual has read and understands such restrictions. Government Subscriber's Individual Users shall sign the User Acknowledgment Form (Exhibit A) before accessing Court Data Services. 5.4 That, without limiting Clause 1 of this Agreement, the obligations of Government Subscriber and Government Subscriber's Individual Users with respect to the confidentiality and security of Court Confidential Information shall survive the termination of this Agreement and the termination of their relationship with Government Subscriber. Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29, 2015 Page 6 of 14 5.5 That, notwithstanding any federal or state law applicable to the nondisclosure obligations of Government Subscriber and Government Subscriber's Individual Users under this Agreement, such obligations of Government Subscriber and Government Subscriber's Individual Users are founded independently on the provisions of this Agreement. 5.6 That, a violation of Government Subscriber's agreements contained in this Clause 5, or a violation of those same agreements by Government Subscriber's Individual Users, shall be grounds for the Court to terminate this agreement and Government Subscriber and/or Government Subscriber's Individual Users access to Court Data Services and Court Records (including Court Documents). 6. APPLICABILITY TO COURT CASE INFORMATION PROVIDED UNDER LEGAL MANDATE AND PREVIOUSLY DISCLOSED COURT RECORDS AND COURT DOCUMENTS. Subscriber acknowledges and agrees: 6.1 Court Case Information Provided Under Legal Mandate. When the Court is required to provide Government Subscriber with Court Case Information under a legal mandate and the provision of such data by the Court is not optional or otherwise left to the discretion of the Court, for example in the case of a state statutory reporting requirement, the provisions of this Agreement that govern or restrict Government Subscriber's access to and use of Court Case Information do not apply to the specific data elements identified in the legal mandate, but remain in effect with respect to all other Court Case Information provided by the Court to Government Subscriber. All other provisions of this Agreement remain in full effect, including, without limitation, provisions that govern or restrict Government Subscriber's access to and use of Court Confidential Security and Activation Information. 6.2 Previously Disclosed Court Records and Court Documents. Without limiting section 6.1, all Court Records and Court Documents disclosed to Government Subscriber prior to the effective date of this Agreement shall be subject to the provisions of this Agreement. 7. ACKNOWLEDGMENT BY INDIVIDUALS WITH ACCESS TO COURT RECORDS UNDER THIS AGREEMENT. 7.1 Requirement to Advise Government Subscriber's Individual Users. To affect the purposes of this Agreement, Government Subscriber shall advise each of Government Subscriber's Individual Users who are permitted to use and/or access Court Data Services and Court Records (including Court Documents) under this Agreement of the requirements and restrictions in this Agreement. 7.2 Required Acknowledgement by Government Subscriber's Individual Users. 7.2.1 Government Subscriber shall require each of Government Subscriber's Individual Users to sign the User Acknowledgement Form (Exhibit A). 7.2.2 The User Acknowledgement Forms of current Government Subscriber's Individual Users must be obtained prior to submitting this Agreement to the Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29,2015 Page 7 of 14 Court for approval and shall accompany the submission of this Agreement for approval. 7.2.3 Until the User Acknowledgement Form required in Clause 7.2.1 is signed, a Government Subscriber's Individual User is prohibited from accessing, using or disseminating Court Data Services and Court Records (including Corot Documents). The access, use or dissemination of Court Data Services or Court Records (including Court Documents) by a Government Subscriber's Individual User that has not completed a User Acknowledgement Form as required in Clause 7.2.1 is a violation of this Agreement. 7.2.4 Government Subscriber shall keep all such written User Acknowledgment Forms on file while this Agreement is in effect and for one (1) year following the termination of this Agreement. Government Subscriber shall promptly provide the Court with access to, and copies of, such acknowledgements upon request to the Agency Account Manager. 7.2.5 The User Acknowledgment Forms are incorporated herein by reference. 8. LICENSE AND PROTECTION OF PROPRIETARY RIGHTS. During the term of this Agreement, subject to the terms and conditions hereof, the Court, with the permission of the SCAO, hereby grants to Government Subscriber a nonexclusive, nontransferable, limited license to use Court Data Services Programs and Court Data Services Databases to access or receive Court Records (including Court Documents). SCAO and the Court reserve the right to make modifications to the Court Data Services, Court Data Services Programs, and Court Data Services Databases, and related materials without notice to Government Subscriber. These modifications shall be treated in all respects as their previous counterparts. 8.1 Court Data Services Programs. SCAO is the copyright owner and licensor of the Court Data Services Programs. The combination of ideas, procedures, processes, systems, logic, coherence and methods of operation embodied within the Court Data Services Programs, and all information contained in documentation pertaining to the Court Data Services Programs, including but not limited to manuals, user documentation, and passwords, are trade secret information of SCAO and its licensors. 8.2 Court Data Services Databases. SCAO is the copyright owner and licensor of the Court Data Services Databases and of all copyrightable aspects and components thereof. All specifications and information pertaining to the Court Data Services Databases and their structure, sequence and organization, including without limitation data schemas such as the Court XML Schema, are trade secret information of SCAO and its licensors. 8.3 Marks. Government Subscriber shall neither have nor claim any right, title, or interest in or use of any trademark used in connection with Court Data Services, including but not limited to the marks"MNCIS" and "Odyssey." 8.4 Restrictions on Duplication,Disclosure, and Use. 8.4.1 Trade secret information of SCAO and its licensors will be treated by Government Subscriber in the same manner as Court Confidential Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29,2015 Page 8 of 14 Information. In addition, Government Subscriber will not copy any part of the Court Data Services Programs or Court Data Services Databases, or reverse engineer or otherwise attempt to discern the source code of the Court Data Services Programs or Court Data Services Databases, or use any trademark of SCAO or its licensors, in any way or for any purpose not specifically and expressly authorized by this Agreement. As used herein, "trade secret information of SCAO and its licensors" means any information possessed by SCAO which derives independent economic value from not being generally known to, and not being readily ascertainable by proper means by, other persons who can obtain economic value from its disclosure or use. "Trade secret information of SCAO and its licensors" does not, however, include information which was known to Government Subscriber prior to Government Subscriber's receipt thereof, either directly or indirectly, from SCAO or its licensors, information which is independently developed by Government Subscriber without reference to or use of information received from SCAO or its licensors.. or information which would not qualify as a trade secret under Minnesota law. 8.4.2 It will not be a violation of Clause 8.4 for Government Subscriber to make up to one (1) copy of training materials and configuration documentation for each individual authorized to access, use, or configure Court Data Services, solely for its own use in connection with this Agreement. 8.4.3 Government Subscriber will take all steps reasonably necessary to protect the copyright, trade secret, and trademark rights of SCAO and its licensors and Government Subscriber will advise Government Subscriber's Individual Users who are permitted access to any of the Court Data Services Programs and Court Data Services Databases, and trade secret information of SCAO and its licensors, of the restrictions upon duplication, disclosure and use contained in this Agreement. 8.5 Proprietary Notices. Government Subscriber will not remove any copyright or proprietary notices included in and/or on the Court Data Services Programs or Court Data Services Databases, related documentation, or trade secret information of SCAO and its licensors, or any part thereof, made available by SCAO or the Court, and Government Subscriber will include in and/or on any copy of the Court Data Services Programs or Court Data Services Databases, or trade secret information of SCAO and its licensors and any documents pertaining thereto, the same copyright and other proprietary notices as appear on the copies made available to Government Subscriber by SCAO or the Court, except that copyright notices shall be updated and other proprietary notices added as may be appropriate. 8.6 Title; Return. The Court Data Services Programs and Court Data Services Databases, and related documentation, including but not limited to training and configuration material, if any, and logon account information and passwords, made available by the Court and SCAO to Government Subscriber hereunder, and all copies, including partial copies, thereof are and remain the property of the respective licensor. Within ten days of the effective date of termination of this Agreement, Government Subscriber shall either: (i) uninstall and return any and all copies of the applicable Court Data Services Programs and Court Data Services Databases, and related documentation, including but not limited to training and configuration Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29,2015 Page 9 of 14 materials, if any, and logon account information; or (2) destroy the same and certify in writing to the Court that the same have been destroyed. 8.7 Reasonable Security Measures. The Court may add reasonable security measures including, but not limited to, a time-out feature, to Court Data Services Programs. 9. INJUNCTIVE RELIEF; LIABILITY. Government Subscriber acknowledges that the Court, SCAO, SCAO's licensors, and DCA will be irreparably harmed if Government Subscriber's obligations under this Agreement are not specifically enforced and that the Court, SCAO, SCAO's licensors, and DCA would not have an adequate remedy at law in the event of an actual or threatened violation by Government Subscriber of its obligations. Therefore, Government Subscriber agrees that the Court, SCAO, SCAO's licensors, and DCA shall be entitled to an injunction or any appropriate decree of specific performance for any actual or threatened violations or breaches by Government Subscriber or Government Subscriber's Individual Users without the necessity of the Court, SCAO, SCAO's licensors, or DCA showing actual damages or that monetary damages would not afford an adequate remedy. Unless Government Subscriber is an office, officer, agency, department, division, or bureau of the state of Minnesota, Government Subscriber shall be liable to the Court, SCAO, SCAO's licensors, and DCA for reasonable attorney's fees incurred by the Court, SCAO, SCAO's licensors, and DCA in obtaining any relief pursuant to this Agreement. 10. COMPROMISE LIABILITY. Government Subscriber and the Court agree that, except as otherwise expressly provided herein, each party will be responsible for its own acts and the results thereof to the extent authorized by law and shall not be responsible for the acts of any others and the results thereof. Liability shall be governed by applicable law. Without limiting the foregoing, liability of the Court and any Government Subscriber that is an office, officer, agency, department, division, or bureau of the state of Minnesota shall be governed by the provisions of the Minnesota Tort Claims Act, Minnesota Statutes, section 3.376, and other applicable law. Without limiting the foregoing, if Government Subscriber is a political subdivision of the state of Minnesota, liability of the Subscriber shall be governed by the provisions of Minn. Stat. Ch. 466 (Tort Liability, Political Subdivisions) or other applicable law. 11. AVAILABILITY. Specific terms of availability shall be established by the Court and set forth in the Polices & Notices. The Court reserves the right to terminate this Agreement immediately and/or temporarily suspend Government Subscriber's approved Court Data Services in the event the capacity of any host computer system or legislative appropriation of funds is determined solely by the Court to be insufficient to meet the computer needs of the courts served by the host computer system. Monthly fees, if any, shall be prorated only for periods of suspension or upon termination of this Agreement. 12. ADDITIONAL USER OBLIGATIONS. The obligations of the Government Subscriber set forth in this section are in addition to the other obligations of the Government Subscriber set forth elsewhere in this Agreement. 12.1 Judicial Policy Statement. Government Subscriber agrees to comply with all policies identified in applicable Policies &Notices. Upon failure of the Government Subscriber to comply with such policies, the Court shall have the option of immediately suspending or terminating the Government Subscriber's Court Data Services on a temporary basis and/or immediately terminating this Agreement. Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29,2015 Page 10 of 14 12.2 Access and Use; Log. 12.2.1 Government Subscriber shall be responsible for all access to and use of Court Data Services and Court Records (including Court Documents) by Government Subscriber's Individual Users or by means of Government Subscriber's equipment or passwords, whether or not Government Subscriber has knowledge of or authorizes such access and use. 12.2.2 Government Subscriber shall also maintain a log identifying all persons to whom Government Subscriber has disclosed its Court Confidential Security and Activation Information, such as user ID(s) and password(s), including the date of such disclosure. Government Subscriber shall maintain such logs while this Agreement is in effect and for a period of one (1) year following termination of this Agreement. Government Subscriber shall promptly provide the Court with access to, and copies of, such logs upon request. 12.2.3 Government Subscriber, through the Agency Account Manager, shall promptly notify the Court when Government Subscriber's Individual Users with individual logins should have accounts added or deleted. Upon Government Subscriber's failure to notify the Court of these changes, the Court may terminate this Agreement without prior notice to Government Subscriber. 12.2.4 The Court may conduct audits of Government Subscriber's logs and use of Court Data Services and Court Records (including Court Documents) from time to time. Upon Government Subscriber's failure to maintain such logs, to maintain accurate logs, or to promptly provide access by the Court to such logs, the Court may terminate this Agreement without prior notice to Government Subscriber. 12.3 Personnel. Government Subscriber agrees to investigate (including conducting audits), at the request of the Court, allegations of misconduct pertaining to Government Subscriber's Individual Users having access to or use of Court Data Services, Court Confidential Information, or trade secret information of the SCAO and its licensors where such persons violate the provisions of this Agreement, Policies & Notices, Judicial Branch policies, or other security requirements or laws regulating access to the Court Records. Government Subscriber, through the Agency Account Manager, agrees to notify the Court of the results of such investigation, including any disciplinary actions, and of steps taken to prevent further misconduct. Government Subscriber agrees to reimburse the Court for costs to the Court for the investigation of improper use of Court Data Services, Court Records (including Court Documents), or trade secret information of the SCAO and its licensors. 13. FEES AND INVOICES. Applicable monthly fees commence ten (10) days after notice of the Court's approval of this Agreement or upon the initial Government Subscriber transaction as defined in the Policies & Notices, whichever occurs earlier. When fees apply, the State shall invoice Government Subscriber on a monthly basis for charges incurred in the preceding month and applicable taxes, if any, and payment of all amounts shall be due upon receipt of invoice. If all amounts are not paid within thirty (30) days of the date of the invoice, the Court may immediately cancel this Agreement without notice to Government Subscriber and pursue all available legal remedies. Government Subscriber certifies that Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29, 2015 Page 11 of 14 funds have been appropriated for the payment of charges under this Agreement for the current fiscal year, if applicable. 14. MODIFICATION OF FEES. SCAO may modify the fees by amending the Policies & Notices as provided herein, and the modified fees shall be effective on the date specified in the Policies & Notices, which shall not be less than thirty (30) days from the publication of the Policies & Notices. Government Subscriber shall have the option of accepting such changes or terminating this Agreement as provided in section 1 hereof. 15. WARRANTY DISCLAIMERS. 15.1 WARRANTY EXCLUSIONS. EXCEPT AS SPECIFICALLY AND EXPRESSLY PROVIDED HEREIN, COURT, SCAO, SCAO'S LICENSORS, AND DCA MAKE NO REPRESENTATIONS OR WARRANTIES OF ANY KIND, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY, NOR ARE ANY WARRANTIES TO BE IMPLIED, WITH RESPECT TO THE INFORMATION, SERVICES OR COMPUTER PROGRAMS MADE AVAILABLE UNDER THIS AGREEMENT. 15.2 ACCURACY, COMPLETENESS AND AVAILABILITY OF INFORMATION. WITHOUT LIMITING THE GENERALITY OF THE PRECEDING PARAGRAPH, COURT, SCAO, SCAO'S LICENSORS, AND DCA MAKE NO WARRANTIES AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION CONTAINED IN THE COURT RECORDS. THE COURT IS NOT LIABLE FOR ANY COURT RECORDS OR COURT DOCUMENTS NOT AVAILABLE THROUGH COURT DATA SERVICES DUE TO COMPUTER OR NETWORK MALFUNCTION, MISTAKE OR USER ERROR. 16. RELATIONSHIP OF THE PARTIES. Government Subscriber is an independent contractor and shall not be deemed for any purpose to be an employee, partner, agent or franchisee of the Court, SCAO, SCAO'S licensors, or DCA. Neither Government Subscriber nor the Court, SCAO, SCAO'S licensors, or DCA shall have the right nor the authority to assume, create or incur any liability or obligation of any kind, express or implied, against or in the name of or on behalf of the other. 17. NOTICE. Except as provided in Clause 2 regarding notices of or modifications to Court Data Services and Policies & Notices, and in Clauses 13 and 14 regarding notices of or modification of fees, any notice to Court or Government Subscriber hereunder shall be deemed to have been received when personally delivered in writing or seventy-two (72) hours after it has been deposited in the United States mail, first class, proper postage prepaid, addressed to the party to whom it is intended at the address set forth on page one of this Agreement or at such other address of which notice has been given in accordance herewith. 18. NON-WAIVER. The failure by either Party at any time to enforce any of the provisions of this Agreement or any right or remedy available hereunder or at law or in equity, or to exercise any option herein provided, shall not constitute a waiver of such provision, remedy or option or in any way affect the validity of this Agreement. The waiver of any default by either Party shall not be deemed a continuing waiver, but shall apply solely to the instance to which such waiver is directed. Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29, 2015 Page 12 of 14 19. FORCE MAJEURE. Neither party shall be responsible for failure or delay in the performance of their respective obligations hereunder caused by acts beyond their reasonable control. 20. SEVERABILITY. Every provision of this Agreement shall be construed, to the extent possible, so as to be valid and enforceable. If any provision of this Agreement so construed is held by a court of competent jurisdiction to be invalid, illegal or otherwise unenforceable, such provision shall be deemed severed from this Agreement, and all other provisions shall remain in full force and effect. 21. ASSIGNMENT AND BINDING EFFECT. Except as otherwise expressly permitted herein, neither Party may assign, delegate and/or otherwise transfer this Agreement or any of its rights or obligations hereunder without the prior written consent of the other. This Agreement shall be binding upon and inure to the benefit of the Parties hereto and their respective successors and assigns, including any corporation or other legal entity into, by or with which Government Subscriber may be merged, acquired or consolidated or which may purchase the entire assets of Government Subscriber. 22. GOVERNING LAW. This Agreement shall in all respects be governed by and interpreted, construed and enforced in accordance with the laws of the United States and of the State of Minnesota. 23. VENUE AND JURISDICTION. Any action arising out of or relating to this Agreement, its performance, enforcement or breach will be venued in a state or federal court situated within the State of Minnesota. Government Subscriber hereby irrevocably consents and submits itself to the personal jurisdiction of said courts for that purpose. 24. INTEGRATION. This Agreement sets forth the entire Agreement and understanding between the Parties regarding the subject matter hereof and supersedes any prior representations, statements, proposals, negotiations, discussions, understandings, or agreements regarding the same subject matter. Except as otherwise expressly provided in Clause 2 regarding Court Data Services and Policies & Notices, and in Clauses 13 and 14 regarding fees, any amendments or modifications to this Agreement shall be in writing signed by both Parties. 25. MINNESOTA DATA PRACTICES ACT APPLICABILITY. If Government Subscriber is a Minnesota Government entity that is subject to the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, Government Subscriber acknowledges and agrees that: (1) the Court is not subject to Minn. Stat. Ch. 13 (.see section 13.90) but is subject to the Rules of Public Access and other rules promulgated by the Minnesota Supreme Court; (2) Minn. Stat. section 13.03, subdivision 4(e) requires that Government Subscriber comply with the Rules of Public Access and other rules promulgated by the Minnesota Supreme Court for access to Court Records provided under this Agreement; (3) the use of and access to Court Records may be restricted by rules promulgated by the Minnesota Supreme Court, applicable state statute or federal law; and (4) these applicable restrictions must be followed in the appropriate circumstances. Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29,2015 Page 13 of 14 IN WITNESS WHEREOF, the Parties have, by their duly authorized officers, executed this Agreement, intending to be bound thereby. I. GOVERNMENT SUBSCRIBER 2. THE COURT Government Subscriber must attach documented verification of authority to sign on behalf of and bind the entity ("Master Subscriber Agreement Signing Authority"), such as a council resolution, board authority or legally binding decision maker, and attach same as Exhibit B. By By (SIGNATURE) (SIGNATURE) Date Date Name (typed) Jon Rechtzigel Title Chief of Police Title CIO/Director Information Technology Division of State Court Office Apple Valley Police Departme� Office Administration Form and execution approved for Court by: By: (SIGNATURE) Title: Staff Attorney- Legal Counsel Division Date: Master Subscriber Agreement for Minnesota Court Data Services for Governmental Agencies—Revised September 29,2015 Page 14 of 14 0000: ITEM: 4.1. 000 Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Approve Agreement with Pine Bend Paving, Inc., for Project 2017-125, Park Trail Overlay Staff Contact: Department/ Division: Director Barry Bernstein Parks and Recreation Department ACTION REQUESTED: Approve agreement with Pine Bend Paving, Inc., for Project 2017-125, Park Trail Overlay, in the amount of$25,800.00. SUMMARY: Pine Bend Paving, Inc., has provided the lowest responsible quotation for park trail overlay. A standard City of Apple Valley Agreement will be utilized. BACKGROUND: Written quotations were solicited for overlay of park trails. Three quotations were received: • Pine Bend Paving, Inc. at $25,800.00 • Radloff& Weber Blacktopping, Inc. at 39,500.00 • Minnesota Roadways Company at $45,625.00 Staff recommends entering into an agreement with Pine Bend Paving, Inc., for the park trail overlay project. BUDGET IMPACT: $25,800.00 Funds have been allocated within the 2017 Budget for this project. ATTACHMENTS: Quotation PROPOSAL CITY OF APPLE VALLEY PROJECT 2017-125; PARK TRAIL OVERLAY Proposals accepted until: February 10,2017 Proposal Addressed To: City of Apple Valley Attn: Parks Superintendent,Tom Adaminj 7100- 147a' Street West Apple Valley,Minnesota 55124 Proposal From: Ptv�e 13e .� QrwM<, r 19,4 r1L'.I11.r-a.. tMN 5109 To the City of Apple Valley: The undersigned,having studied the specifications,proposes to furnish services in accordance with the Information for Vendors dated December 12, 2016, on file with the Parks Superintendent,including delivery and any applicable fees, as follows: v, 1. Tintah Park $ 5 I g S O Iq a 2. Barbara Savannick Trail UO TOTAL $ ZSs goo Start Date Completion Date AL,- 30 zo it Project must be completed the week of June 30, 2017. AV Project 2017-125;Park Trail Overlay Page 1 of 2 Proposal Form Any deviation from the specifications must be clearly noted; otherwise, it will be considered that this bid is in strict compliance, and vendor will be held accountable for all items. OIwtr. M- N T6,-,s In submitting this proposal it is understood the City retains the right to reject any and all portions of the quote and to waive irregularities and informalities therein and to award the contract to the best interest of the City. DATE: Z ' Respectfully submitted, State whether bidder is i ill? a R-U SC C Individual Firm Na e J Partnership Names of Partners: By ASt a _:Corporation f FLd4� State in which incorporated Printed Name of igner (�I nnq-Su-6h Title f PPe-c� ypp`� Address 0, Dy ti_ 7 L do-r^Ylfra, M�J STo V 5- Telephone YJ?- 2,333 AV Project 2017-125; Park Trail Overlay Page 2 of 2 Proposal Form 0000: ITEM: 4.J. :0:: Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Approve Agreement with Midwest Fence & Mfg. Co. for Project 2017-123, Chain Link Fencing - Hayes Field #7 Staff Contact: Department/ Division: Director, Barry Bernstein Parks and Recreation Department ACTION REQUESTED: Approve agreement with Midwest Fence & Mfg. Company for Project 2017-123, Chain Link Fencing - Hayes Field #7, in the amount of$21,740.00. SUMMARY: Potential vendors were asked to provided quotes for the replacement of backstop and player protection fences on Hayes Field #7. Two vendors responded; Midwest Fence & Mfg. Company at $21,740.00 and Dakota Unlimited at $28,838.00. Funds have been allocated within the 2017 Budget for this project. Staff is seeking authorization to enter into an agreement with Midwest Fence & Mfg. Company in the amount of$21,740.00. BACKGROUND: Requests for proposal were sent to potential vendors for the replacement of the backstop and player protection fences that run parallel to the base lines on Hayes Field #7. BUDGET IMPACT: $21,740.00 (2017 Budget item) ATTACHMENTS: Quotation PROPOSAL CITY OF APPLE VALLEY PROJECT 2017-123; CHAIN LINK FENCING—HAYES FIELD#7 Proposals accepted until: February 13,2017 Proposal Addressed To: City of Apple Valley Attn: Parks Superintendent,Tom Adamini 7100- 147th Street West Apple Valley,Minnesota 55I24 Proposal From: n7,�du e T e- c-< G 17- :��/• 1132� rlc�WC/ 'j//C-neCo Cvi'L To the City of Apple Valley: The undersigned, having studied the specifications, proposes to furnish services in accordance with the Information for Vendors dated Jannary 30, 2017,on file with the Parks Superintendent, including delivery and any applicable fees, as follows: CK 1. CHAIN LINK FENCING--RAVES FIELD# TOTAL $ 7 5'C Start Date jo/� Completion Date Project must be completed in May 1,2017. AV Project 2017-123;Chain Link Fencing—Hayes Field#7 Page 1 of 2 Proposal Form Any deviation from the specifications must be clearly noted; otherwise, it will be considered that this bid is in strict compliance, and vendor will be held accountable for all items. IIIA In submitting this proposal it is understood the City retains the right to reject any and all portions of the quote and to waive irregularities and informalities therein and to award the contract to the best interest of The City. III DATE:_._ .3 Respectfiilly submitted, State whether bidder is Individual_ Finn Name Partnership _ Names of Partners: _ _ By C (. ----- --- Signator �O OraUOn" _— G..V''! -7 L4 /"ri`F•'7 State m w uc i incorporated Printed Name of Signer 'title Address Telephone AV Project 2017-123;Chain Link Fencing—Hayes Field#7 Page 2 of 2 Proposal Form 0000: ITEM: 4.K. :0:: Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Approve Personnel Report Staff Contact: Department/ Division: Melissa Haas, Human Resources Manager Human Resources Division ACTION REQUESTED: Approve the personnel report. SUMMARY: The employment actions attached to this memo are recommended for City Council Approval. BACKGROUND: The City Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. BUDGET IMPACT: Budgeted positions. ATTACHMENTS: Personnel Report PERSONNEL REPORT City of Apple Valley February 23,2017 Human Resources EMPLOYMENT ACTIONS The following employment actions are recommended for City Council approval: First Last Base Pay Pay Pay Date Name Name Action Position Status Dept. Rate Type Scale (on or about) Part-Time, Joanne Avalos Termination Liquor Clerk Regular 5020 2/6/2017 Division/Department Full-Time, Sarah Bertram Hire Specialist Regular 1400 $ 23.03 Hourly 130 3/6/2017 Full-Time, Timothy Biberdorf Rehire Engineering Technician II Regular 1510 $ 36.52 Hourly 170 3/13/2017 Full-Time, Al Clayton Promotion Maintenance II Regular 1710 $ 21.88 Hourly UM2 2/4/2017 Part-Time, Heather Mercier Termination Facility Supervisor Regular 1800 2/8/2017 Jesse Omtvedt Rehire Intern-Engineering Seasonal 1400 $ 14.10 Hourly C-06 5/15/2017 Meghan Walsh Hire Recreation Attendant Seasonal 1800 $ 9.75 Hourly C-01 2/4/2017 The Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. Page 1 of 1 0000: ITEM: 41. :0:: Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Approve Claims and Bills Staff Contact: Department/ Division: Ron Hedberg, Finance Director Finance Department ACTION REQUESTED: Approve claims and bills. SUMMARY: Attached for City Council review and approval are check registers for recent claims and bills. BACKGROUND: N/A BUDGET IMPACT: Check registers dated February 2, 2017, and February 9, 2017 in the amounts of $959,715.18,and $1,100,789.49, respectively. ATTACHMENTS: Claims and Bills Claims and Bills R55CKR2 LOGIS101 CITY OF APPLE VALLEY 2/2/2017 9:1732 Council Check Register by GL Page- I Council Check Register by Invoice&Summary 1/28/2017 -- 2/32017 Check k Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Desenption Business Unit 11910 2/3/2017 100101 ACEHARDWARE 2.30- DISCOUNT 303423 100400727641 5325.6333 GENERAL-CASH DISCOUNTS WATER TREATMENT FCLTY MNTC/RPR 23.01 CHORATAINERMAINT 303423 100400727641 53256229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 4.59- DISCOUNT 303412 101340727001 52106333 GENERAL-CASH DISCOUNTS ARENA I BUILDING MAINTENANCE 45.93 DOOR STOPS AND BROOMS 303412 101340727001 5210 6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE .25- DISCOUNT 303421 101370727401 1295.6333 GENERAL-CASH DISCOUNTS COMMUN SERVICE OFFICERS(CSO) 2.49 KEY FOR SERGEANT 303421 101370727401 1295.6229 GENERAL SUPPLIES COMMUN SERVICE OFFICERS(CSO) 499 SPRAY PAINT FOR MAGAZINES 303420 101370727451 1255.6229 GENERAL SUPPLIES POLICE GUN RANGE 80- DISCOUNT 303422. 101385728281 1350.6333 GENERAL-CASH DISCOUNTS FIRE VEHICLE MAINTENANCE 7.99 HINDGES CAGE 303422 101385728281 1530.6215 EQUIPMENT-PARTS FLEET&BUILDINGS-CMF 6.44- DISCOUNT 303417 101390727161 16256333 GENERAL-CASH DISCOUNTS STREET RING ROUTE MAINT 64.40 SUPPLIES TO HANG WREATHS 303417 101390727161 1625.6229 GENERAL SUPPLIES STREET RING ROUTE MAINT 6.44- DISCOUNT 303417 101390727161 56056333 GENERAL-CASH DISCOUNTS CEMETERY 64.41 SUPPLIES TO HANG WREATHS 303417 101390727161 5605.6229 GENERAL SUPPLIES CEMETERY 1.36- DISCOUNT 303409 101400725441 5330.6211 SMALL TOOLS&EQUIPMENT WTR MAIN/HYDRANT/CURB STOP MNT 13.58 TUNE UP PARTS. 303409 101400725441 5330.6211 SMALL TOOLS&EQUIPMENT WTR MAIN/HYDRANT/CURB STOP MNT 4.40- DISCOUNT 303408 101400725541 5330.6333 GENERAL-CASH DISCOUNTS WTR MAIN/HYDRANT/CURB STOP MNT 43.98 REPLACEMENT MAP&SHOVEL 303408 101400725541 5330.6211 SMALL TOOLS&EQUIPMENT WTR MAIN/HYDRANT/CURB STOP MNT 2.99- DISCOUNT 303413 101400726101 5380.6333 GENERAL-CASH DISCOUNTS SEWER LIFT STN REPAIR&MNTC 29.88 LIFT 9 NUTS AND BOLTS 303413 101400726101 5380.6215 EQUIPMENT-PARTS SEWER LIFT STN REPAIR&MNTC 10.10- DISCOUNT 303410 101400726181 5330.6333 GENERAL-CASH DISCOUNTS WTR MAIN/HYDRANT/CURB STOP MNT 10098 REPLACEMENT SHOVELS. 303410 101400726181 5330.6211 SMALL TOOLS&EQUIPMENT WTR MAIN/HYDRANT/CURB STOP MNT 19N DISCOUNT 303411 101400726511 5325.6333 GENERAL-CASH DISCOUNTS WATER TREATMENT FCLTY MNTC/RPR 18.97 WTP SUPPLYS 303411 101400726511 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 6.40- DISCOUNT 303415 101400726941 53306333 GENERAL-CASH DISCOUNTS WTR MAIN/HYDRANT/CURB STOP MNT 63.98 REPLACEMENT SPADE 303415 101400726941 53306211 SMALL TOOLS&EQUIPMENT WTR MAINMYDRANT/CURB STOP MNT 1.38- DISCOUNT 303419 101400727261 53256333 GENERAL-CASH DISCOUNTS WATER TREATMENT FCLTY MNTC/RPR 13.75 RECIRCULATION LINE 303419 101400727261 5325.6266 REPAIRS-BUILDING WATER TREATMENT FCLTY MNTC/RPR 7.19- DISCOUNT 303578 101400728251 53306333 GENERAL-CASH DISCOUNTS WTR MAIN/HYDRANT/CURB STOP MNT 71.88 SAWSALLBLADE 303578 101400728251 53306211 SMALL TOOLS&EQUIPMENT WTR MAIN/HYDRANT/CURB STOP MNT 513.68 11911 2/32017 100709 BATTERIES PLUS BULBS 40.94 GENERATOR BATTERY WTP 303428 17388547 53256215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR 40.94 11912 2/3/2017 100058 BELLBOY CORPORATION 179.70 LIQ#1 00004928 303715 57065200 5015.6510 LIQUOR LIQUOR I STOCK PURCHASES 292.90 LIQ91 00004928 303716 57138000 5015.6510 LIQUOR LIQUOR I STOCK PURCHASES 405 FREIGHT#1 00004928 303717 57138000 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 16300 LIQ#2 00004928 303722 57138100 50556510 LIQUOR LIQUOR#2 STOCK PURCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/2/2017 9.1732 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summary 1/282017 -- 2/320I7 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledeer Account Description Business Unit 11912 2/32017 100058 BELLBOY CORPORATION Continued... 1.35 FREIGHT#2 00004928 303723 57138100 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 349.01 LIQ43 00004928 303726 57138200 5085.6520 WINE LIQUOR 43 STOCK PURCHASES 3.15 FREIGHT#3 00004928 303727 57138200 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 67.90 LIQ#1 00004928 303718 57228700 50156510 LIQUOR LIQUOR 91 STOCK PURCHASES 1.35 FREIGHT#I 00004928 303719 57228700 50156550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 12800 WINE43 00004928 303728 57242900 5085.6520 WINE LIQUOR 93 STOCK PURCHASES 1,43975 LIQ#I 00004928 303720 57334100 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 14.85 FREIGHT#1 00004928 303721 57334100 5015.6550 FREIGHT ON RESALE MDSE LIQUORM STOCK PURCHASES 405.00 LIQ92 00004928 303724 57334200 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 4.05 FREIGHT#2 00004928 303725 57334200 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 401.65 LIQ#3 00004928 303729 57334300 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 6.75 FREIGHT#3 00004928 303730 57334300 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 308.78 TAX#3 00004928 303714 95255500 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 5975 NOTAX#1 00004925 303713 95285800 SOSS.G54S NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 3,83099 11913 22/2017 100071 BOYERTRUCKS 43.95 344 HEAD LTSWT 303355 1120993 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 43.95 11914 22/2017 143314 CLEAR RIVER BEVERAGE CO 271.00 BEER#1 00051160 303598 671231 5015.6530 BEER LIQUOR 91 STOCK PURCHASES 462.00 BEER#3 00051160 303600 671250 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 48.00- CMBEER#3 00051160 303601 671250 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 348.00 BEER#1 00051160 303599 671304 5015.6530 BEER - LIQUOR#1 STOCK PURCHASES 1,033.00 11915 2/32017 141474 COLE PAPERS INC. 10683 PAPER PRODUCTS 303592 9282319 19406229 GENERAL SUPPLIES AQUATIC SWIM CENTER 320,54 PAPER PRODUCTS 303592 9282319 1340 6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 320.54 PAPER PRODUCTS 303592 9282319 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 427.40 PAPER PRODUCTS 303592 9282319 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 854.80 PAPER PRODUCTS 303592 9282319 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 734 GOLF USE TAX 303592 9282319 51456229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 106.82 PAPER PRODUCTS 303592 9282319 5145 6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 7.34- 303592 9282319 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 2,136.93 11916 2/32017 100102 COLLEGE CITY BEVERAGE 16710 BEER 303281 11614 51206419 GOLF-BEER GOLF KITCHEP' R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/212017 9:1732 Council Check Regime by GL Page- 3 Council Check Register by Invoice&Summary 1/28/2017 - 2/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 11916 2/32017 100102 COLLEGE CITY BEVERAGE Continued... 167.10 11917 2/3/2017 119052 CUSTOM HOSE TECH INC 139.98 TOOLCAT HYD HOSE 303282 86403 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 139.98 11918 2/32017 101365 ECM PUBLISHERS INC 44.99 OUTLOT C VALLEY BUSINESS PARK 303246 448930 1015.6239 PRINTING CITY CLERK/ELECTIONS 163.60 LEGAL AD-FARQUAR AERATION 303399 450719 10156239 PRINTING CITY CLERK/ELECTIONS 312.16 LEGAL AD-ALIMAGNET LAKE WAN. 303365 450720 10156239 PRINTING CITY CLERK/ELECTIONS 319.02 LEGAL AD-2017 BUDGET SUMMARY 303364 450721 1035.6239 PRINTING FINANCE 839.77 11919 2/3/2017 103314 INNOVATIVE OFFICE SOLUTIONS 123.44 OFFICE CHAIRS 303276 IN1471180 5105.6229 GENERAL SUPPLIES GOLF MANAGEMENT 101.91 LIQI MISC SUPPLIES 303263 IN1475760 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 194.84 MAINTENANCE ITEMS 303315 IN1475761 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 11.08 OFFICE SUPPLIES 303295 IN1482930 1900.6210 OFFICE SUPPLIES AV COMMUNITY CENTER 60.27 FILE BOXES 303295 IN1482930 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 5.46 PW OFFICE SUPPLIES 303418 INI482956 1500.6210 OFFICE SUPPLIES PW MANAGEMENT 10.95 FLEET OFFICE SUPPLIES 303418 INI482956 15306210 OFFICE SUPPLIES FLEET&BUILDINGS-CMF 37.46 ENGINEERING OFFICE SUPPLIES 303418 I1,11482956 1510.6210 OFFICE SUPPLIES PW ENGINEERING&TECHNICAL 2.72 UTILITIES OFFICE SUPPLIES 303418 IN1482956 5305.6210 OFFICE SUPPLIES WATER MGMT/REPORT/DATA ENTRY 87.42 OFFICE SUPPLIES 303331 IN1482958 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 556.80- CREDIT FOR RETURN 303443 SCN056244 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 78.75 11920 2/3/2017 100289 LOGIS 392.93 WEBSENSE LICENSE 303269 42886 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 39193 11921 2/3/2017 100302 MCNAMARA CONTRACTING INC 493,74 2016 STR IMPROV PMT#8 FINAL 303426 20170125 2027.6810 2016138G CONSTRUCTION IN PROGRESS ROAD ESCROW 647.06 2016 STR IMPROV PMT#8 FINAL 303426 20170125 2027.6810 2016105W CONSTRUCTION IN PROGRESS ROAD ESCROW 2,466.41 2016 STR IMPROV PMT#8 FINAL 303426 20170125 2027.6810 2016105D CONSTRUCTION IN PROGRESS ROAD ESCROW 39,448.30 2016 STR IMPROV PMT48 FINAL 303426 20170125 2027.6810 2016105R CONSTRUCTION IN PROGRESS ROAD ESCROW 7,048.31 2016 STR IMPROV PMT#8 FINAL 303426 20170125 3212.6810 2016105R CONSTRUCTION IN PROGRESS EDAOPERATION 85.01 2016 STR IMPROV PMT#8 FINAL 303426 20170/25 5095.6269 2016105R REPAIRS-OTHER LIQUOR 03 OPERATIONS 1,185.40 2016 STR IMPROV PMT#S FINAL 303426 20170125 5105.6735 2016105R CAPITAL OUTLAY-OTHER IMPROVEME GOLF MANAGEMENT 51,374.23 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/2/2017 9'1732 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 1/28/2017 -- 2/3/2017 Check# Date Amount Supplier/Explanation PO k Doc No Inv No Account No Subled8er Account Description Business Unit 11921 2/3/2017 100302 MCNAMARA CONTRACTING INC Continued... 11922 2/32017 100348 MTI DISTRIBUTING CO 348.32 DIAL INDICATOR KIT,BRNO TESTR 303573 110061700 51556211 SMALL TOOLS&EQUIPMENT GOLF EQUIPMENT MAINTENANCE 215.76 MOWER PARTS 303572 110138600 5155.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 4976 OIL DIPSTICK 303566 110140900 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 194.45 MOWER PARTS 303254 110164900 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 80829 11923 2/3/2017 111219 NORTHERN SAFETY TECHNOLOGY INC 85.00 COMPUTER DOCK REPLACEMENT 303339 42801 1210.6265 REPAIRS-EQUIPMENT POLICE FIELD OPERATIONS/PATROL 85.00 11924 2/32017 100715 SUICIDE FINGER PRINT LABORATORIES INC 42.70 BIOHAZARD EVIDENCE TAPE 303314 285824IN 1215.6229 GENERAL SUPPLIES POLICE DETECTIVE UNIT 42:70 11925 2/3/2017 101226 STREAMLINE DESIGN INC 33193 MWF-STAFF SHIRTS 2017 303260 37073 18456229 GENERAL SUPPLIES REC SELF SUPPORT FROG GENERAL 447.49 MWF-VYBALL CHAMPS 2017 TSHIRTS 303272 37074 18606229 GENERAL SUPPLIES REC VOLLEYBALL 779.42 11926 2/32017 100457 STREICHERS INC 23594 MAAGGEAR 303290 11244298 1272.6229 GENERALSUPPLIES POLICE DAK CTY MAAG TEAM 235.94 11927 2/3/2017 100520 WINE COMPANY,THE 440.00 WINE#I 00015926 303776 26273 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 8.40 FREIGHTO 00015926 303777 26273 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 448.40 272582 2/1/2017 101588 IST LINE LEWEES VENTURES LLC 109.55 HAYES CONCESSION PRODUCT 303569 123885 5260 6540 TAXABLE MISC FOR RESALE ARENA MANAGEMENT-HAYES 109.55 272583 2/1/2017 150530 31N 1 YOGA,LLC 600.00 ACT CENTER YOGA CLASS 303349 I 7204.6399 OTHER CHARGES GRANT-ACTIVE WORKPLACES 600.00 272584 2/12017 137610 AHHERMELCOMPANY 1,226.55 TAX#I 00050148 303673 626594 50156540 TAXABLE MISC FOR RESALE LIQUOR 91 STOC"uURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 2/2/2017 9:1732 Council Check Register by GL Page- 5 Council Check Registcr by Invoice&Summary 128/2017 -- 2/32017 Check# Data Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272584 2/12017 137610 AHHERMELCOMPANY Continued... 94.16 NOTAX#1 00050148 303674 626584 50156545 NON-TAXABLE MISC FOR RESALE LIQUOR#I STOCK PURCHASES 1,320.71 272585 2/1/2017 103094 A PLUS ROOFING COMPANY 262.00 CMF ROOF REPAIR 303302 330964 1540.6266 REPAIRS-BUILDING CMF BUILDINGS&GROUNDS MNTC 262.00 272586 2/12017 101231 ADVANCED GRAPHIX INC 51.56 DECALS FOR TRK 381 303283 196194 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 5L56 272587 2/12017 148565 ADVANCED IMAGING SOLUTIONS(CONT INV) 271.76 COPIER MAINT 303284 INV123308 1200.6265 REPAIRS-EQUIPMENT POLICE MANAGEMENT 279.89 COPIER MAE9T 303284 INVI23308 17006265 REPAIRS-EQUIPMENT PARK&RECREATION MANAGEMENT 463.43 COPIER MAINT 303284 INVI23308 1030.6265 REPAIRS-EQUIPMENT INFORMATION TECHNOLOGY 1,015.08 272588 2/1/2017 148938 ALL SMILES PHOTO BOOTHS 599.00 MWF PHOTO BOOTH 303782 20161219 1845.6249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROD GENERAL 599.00 272589 2/1/2017 148597 AL'S COFFEE 271.30 HAYES CONCESSION PRODUCT 303587 157266 52606540 TAXABLE MISC FOR RESALE ARENA 2 MANAGEMENT-HAYES 271.30 272590 2/1/2017 150412 AMERICAN BLAST AND BALLET RESISTANT 1,67500 BALLISTIC SHIELD FOR SGT SQUAD 303433 INV201660239 /2106215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 1,67500 272591 2/12017 137136 APPLEAWARDSINC 105.65 APPLE KEY RETIRE-FABER 303334 49198 1025.6399 OTHER CHARGES EMPLOYEE RECOGNITION PARTY 63.55 APPLE AWARD-KUTNEY 303247 49213 1005.6229 GENERAL SUPPLIES MAYOR/CITY COUNCIL 169.20 272592 2/12017 100039 APPLEVALLEYFORD 37.31 919 LTASSY 303350 390513 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 37.31 272593 2/12017 100041 APPLE VALLEY MEDICAL CLINIC LTD 89.00 DRUGTEST 303580 718530 1710.6399 OTHER CHARGES PARK MAINTENANCE MANAGEMENT R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/2/2017 917:32 Council Check Register by GL Page- 6 Council Check Register by Invoice&Summary 1/28/2017 -- 2/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272593 2/1/2017 100041 APPLE VALLEY MEDICAL CLINIC LTD Continued... 89.00 DRUG TEST 303579 718534 17106399 OTHER CHARGES PARK MAINTENANCE MANAGEMENT 52.00 DRUG TEST 303581 718536 1710:6399 OTHER CHARGES PARK MAINTENANCE MANAGEMENT 230.00 272594 2/12017 100747 ARAMARK UNIFORM SERVICES INC 3044 UNIFORM SERVICE 303301 1718623889 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 32.66 UNIFORM SERVICE 303301 1718623889 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 54.39 UNIFORM SERVICE 303301 1718623889 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 30.44 UNIFORM SERVICE 303300 1718628438 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 32.66 UNIFORM SERVICE 303300 1718628438 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 54.39 UNIFORM SERVICE 303300 1718628438 16006281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 234.98 272595 2/12017 125174 ARTISAN BEER COMPANY 64200 BEER#3 00047806 303632 3149686 5085 6530 BEER LIQUOR#3 STOCK PURCHASES 726.00 BEER#1 00047806 303613 3149687 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 42800 BEER#2 00047806 303625 3149688 5055 6530 BEER LIQUOR#2 STOCK PURCHASES 765.50 BEER92 00047806 303626 3149689 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 1,250.60 BEER#3 00047806 303633 3149690 50856530 BEER LIQUOR#3 STOCK PURCHASES 157.95 BEER#3 00047806 303634 3150980 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 546.50 BEER91 00047806 303614 3150981 5015.6530 BEER LIQUOR 91 STOCK PURCHASES 479.00 BEER#2 00047806 303627 3150982 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 474.20 BEER#3 00047806 303636 3150983 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 144.00 BEER#I 00047806 303615 3151287 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 144.00 BEER#2 00047806 303629 3151289 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 98.00 BEER#3 00047806 303637 3151290 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 17800 BEER#I 00047806 303616 3152388 50156530 BEER LIQUOR#I STOCK PURCHASES 89.00 BEER#2 00047806 303630 3152389 50556530 BEER LIQUOR#2 STOCK PURCHASES 910.50 BEER#3 00047806 303638 3152390 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,469.85 BEER#1 00047806 303617 3153797 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 1,373.40 BEER93 00047806 303639 3153799 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 169.92- CMBEER#1 entered in 2017 00047806 303618 370180 5015.6530 BEER LIQUOR A]STOCK PURCHASES 53.00- CMBEER92 entered in 2017 00047806 303631 370181 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 37.18- CMBEER#3 entered in 2017 00047806 303640 370381 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 7.72- CMBEER#3 entered in 2017 00047806 303641 370382 5085 6530 BEER LIQUOR 43 STOCK PURCHASES 161.94- CMBEER#1 00047806 303619 371786 5015.6530 BEER LIQUOR 41 STOCK PURCHASES 48.84- CMBEER#1 00047806 303621 371788 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 59.84- CMBEER#1 00047806 303622 371789 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 30.96- CMBEER#1 00047806 303623 371790 5015.6530 BEER LIQUORO STOCK PURCHASES 5102- CMBEER#I 00047806 303624 371791 5015.6530 BEER LIQUOR#1 STC 'RCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/2/2017 9:1732 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 1/28/2017 -- 2/3/2017 Check Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272595 2/l/2017 125174 ARTISAN BEER COMPANY Continued... 80.10. CMBEER#2 00047806 303628 371792 50556530 BEER LIQUOR#2 STOCK PURCHASES 98.00- CMBEER#3 00047806 303635 371793 50856530 BEER LIQUOR#3 STOCK PURCHASES 6.12- CMBEER#1 00047806 303620 371878 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 57.24- CMBEER#3 00047806 303642 371972 50856530 BEER LIQUOR#3 STOCK PURCHASES 19.02- CMBEER#3 00047806 303643 371997 50956530 BEER LIQUOR#3 STOCK PURCHASES 8,995.60 272596 2/1/2017 100609 ASPEN EQUIPMENT CO 36.18 412 PLOW MOTOR SOLDNOID 303356 10173164 5345.6215 EQUIPMENT-PARTS WATER EQUIP/VEHICLE/IVBSC MNTC 36.18 271597 1/1/2017 114337 BAIILER,MARK 20.18 UB REFUNDS 12759 DIAMOND CT 303248 20170124 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 20.18 172598 2/1/2017 138336 BERNICK•S BEVERAGE 40.00 TAX#I 00050356 303698 336924 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 23.00 NOTAX#I 00050356 303699 336924 5015 6545 NON-TAXABLE MISC FOR RESALE LIQUOR 41 STOCK PURCHASES 406.64 BEER41 00050356 3037M 336925 50156530 BEER LIQUOR#1 STOCK PURCHASES 98.60. CMBEER#I 00050356 303702 336925 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 30.40 TAX#2 00050356 303705 336935 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 20.00 NOTAX#2 00050356 303706. 336935 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR 92 STOCK PURCHASES 955.20 BEER#2 00050356 303709 336936 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 793.65 BEER#3 00050356 303711 337915 50856530 BEER LIQUOR 43 STOCK PURCHASES 167- CMTAX#I 00050356 303700 339394 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 108.20 BEER#1 00050356 303703 339395 50156530 BEER LIQUOR#1 STOCK PURCHASES HAS. CMBEER#I 00050356 303704 339395 50156530 BEER LIQUOR#1 STOCK PURCHASES 18200 BEER#3 00050356 303712 339396 50856530 BEER LIQUOR#3 STOCK PURCHASES 20.00 TAX#2 00050356 303707 339405 5055.6540 TAXABLE MISC FOR RESALE LIQUOR 42 STOCK PURCHASES 20.00 NOTAX#2 00050356 303708 339405 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 88.70 BEER42 00050356 303710 339406 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 2 569.04 272599 2/1/2017 109954 BERRY COFFEE COMPANY 152.75 CH COFFEE,HOT CHOC 303343 432540 1060 6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 152.75 272600 2/1/2017 121254 BERTRAM,LAURA 121,15 UB REFUND 8322144TH ST 303778 20170127 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 121.15 R55CKR2 LOGISIOI CITYOFAPPLEVALLEY 2/22017 917:32 Council Check Register by GL page- 8 Council Check Register by Invoice.@ Summary 128/2017 — 2/32017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272600 2/1/2017 121254 BERTRAM,LAURA Continued... 272601 2/1/2017 121092 BOURGETIMPORTS 224.00 WINE#3 00045600 303733 138856 5085.6520 WINE LIQUOR 43 STOCK PURCHASES 6.00 FREIGHT#3 00045600 303734 138856 50856550 FREIGHT ON RESALE MDSE LIQUOR 41 STOCK PURCHASES 11200 WINE#2 00045600 303731 138857 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 300 FREIGHT#2 00045600 303732 138857 50556550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 356.00 WINE#3 00045600 303735 139133 50856520 WINE LIQUOR#3 STOCK PURCHASES 6.00 FREIGHT#3 00045600 303736 139133 5085 6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 707.00 272602 2/1/2017 100072 BRAUN INTERTEC CORPORATION 101,25 MATERIALS TESTING 303593 8083323 45026235 2015175G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 10125 MATERIALS TESTING 303594 B083361 2027.6235 2016105R CONSULTANT SERVICES ROAD ESCROW 202,50 272603 2/1/2017 100152 BREAKTHRU BEVERAGE MINNESOTAWINE&SPIR 2,178.65 LIQ#3 00001930 303662 1080581292 50856510 LIQUOR LIQUOR#3 STOCK PURCHASES 18.59 FREIGHT#3 00001930 303663 1080581292 5085 6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 16.59- CMLIQ93 00001930 303664 1080581292 50856510 LIQUOR LIQUOR 93 STOCK PURCHASES 609.89 LIQ#2 00001930 303654 1080581505 50556510 LIQUOR LIQUOR 92 STOCK PURCHASES 5.17 FREIGHT42 00001930 303655 1080581505 50556550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 16.59- CMLIQ#2 0000/930 303656 1080581505 5055 6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1,309.02 LIQ91 0000/930 303644 1080581506 5015 6510 LIQUOR LIQUOR#1 STOCK PURCHASES 11.50 FREIGHT#I 00001930 303645 1080581506 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 169.50- CMLIQ#1 00001930 303646 1080581506 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,15- CMFREIGHT#1 00001930 303647 1080581506 50156550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 36.00 TAX#2 00001930 303657 1080583934 50556540 TAXABLE MISC FOR RESALE LIQUOR 42 STOCK PURCHASES 39200 LIQ#2 0000/930 303658 1080583934 5055.6510 LIQUOR LIQUOR 42 STOCK PURCHASES 3.45 FREIGHT#2 00001930 303659 1080583934 50556550 FREIGHT ON RESALE MDSE LIQUOR 42 STOCK PURCHASES 184200 LIQ#I 00001930 303648 1080583938 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 12.65 FREIGHT#I 00001930 303649 1080583938 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,856.66 LIQ#3 00001930 303665 1080584531 5085 6510 LIQUOR LIQUOR#3 STOCK PURCHASES 14.95 FREIGHT#3 00001930 303666 1080584531 5085 6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 71491 LIQ#3 00001930 303667 1080587484 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 5,75 FREIGHT#3 00001930 303668 1080587484 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,135.41 LIQ92 00001930 303660 1080587567 50556510 LIQUOR LIQUOR#2 STOCK PURCHASES 10.35 FREIGHT#2 00001930 303661 1080587567 50556550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 4,468.48 LIQ#1 00001930 303650 1080587568 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 36.00 TAX#I 00001930 303651 1080587568 5015 6540 TAXABLE MISC FOR RESALE LIQUOR 01 STOCK PURCHASES 4265 FREIGHT#1 00001930 303652 1080587568 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#I STO' 'RCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 22/2017 9:1732 Council Check Register by GL Page. 9 Council Check Register by Invoice&Summary 128/2017 -- 2/32017 Check Data Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unil 272603 2/1/2017 100152 BREAKTHRU BEVERAGE MINNESOTA WINE&SPIR Continued... 29.00- CMLIQ#1 00001930 303653 /080587568 50156510 LIQUOR LIQUOR#I STOCK PURCHASES Supplier 100219 BREAKTHRU BEVERAGE WINE 14,471.25 272604 2/1/2017 120400 BRENNO,GARROND 199.98 BOOTS-D BRENNO 303779 20170126 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 19998 272605 2/1/2017 150526 BUCHANAN.CARLY 79.96 UB REFUND 7372143RD CT 303249 20170124A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 79.96 272606 2/12017 100082 BURNSVILLE,CITY OF 1,006.90 JPA ADMINISTRATIVE FEE 302947 201600000001A 1610.6249 2016129R OTHER CONTRACTUAL SERVICES STREETBOULEVARD REPAIR&MNTC 7,656.48 SAN SEWER USER FEES 4TH QTR 302951 201700000002 53806318 BURNSVILLEBAGAN SWR REIMBURSE SEWER LIFT STN REPAIR 8,MNTC 8,663.38 272607 2/1/2017 122371 CANNON RIVER WINERY 144.00 WINE#I 00046665 303745 2636 50156520 WINE LIQUOR#I STOCK PURCHASES 318.00 WINE#1 00046665 303746 2658 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1,248.00 WINE#3 00046665 303747 2676 50856520 WINE LIQUOR 93 STOCK PURCHASES 1,710.00 272608 2/1/2017 116142 CARGILL INCORPORATED 5,591.82 ROAD SALT DELIVERED 303309 2903205259 16656229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 1,639.83 ROAD SALT DELIVERED 303310 2903207708 16656229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 12,644.05 CLEARLANE DE-ICER DELIVERED 303312 2903210631 16656229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 1,727.13 ROAD SALT DELIVERED 303311 2903210632 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 3,150.66 ROAD SALT DELIVERED 303591 2903213730 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 24,753.49 272609 2/1/2017 100089 CARQUEST 52.41 OIL FOR KAW MULES 303256 15942811422 17656212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 6.44 ELECTRICAL LUBE 303319 1594283805 15306215 EQUIPMENT-PARTS FLEET&BUILDINGS-CMF 23.94 SILICONE SPRAY 303286 1594284131 1530.6229 GENERAL SUPPLIES FLEET&BUILDINGS-CMF 47.49 PK CREEPER 303289 1594284271 1765.6211 SMALL TOOLS&EQUIPMENT PARK EQUIPMENT MAINTENANCE MAO 314 MIRROR 303352 1594284389 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 17.47 1OW300ILGALJUG 303285 1594284402 1765.6212 MOTORFUELS/OILS PARK EQUIPMENT MAINTENANCE 4425 ADHESIVE REMOVER 303318 1594284468 1530.6215 EQUIPMENT-PARTS FLEET&BUILDINGS-CMF 30.59 STEERING STABILIZER 303353 1594284469 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE R55CKR2 LOGISI01 CITY OF APPLE VALLEY 22/2017 9:1732 Council Chuck Register by GL Pop 10 Council Check Register by Invoice&Summary 1/28/2017 -- 2/3/2017 Check W Date Amount Supplier/Explanation PO k Doc No Inv No Account No Subled8er Account Description Business Unit 272609 2/12017 100089 CARQUEST Confinued... 23.89 SHOP ELECTRICAL CLEANER 303351 159428455/ 15306215 EQUIPMENT-PARTS FLEET&BUILDINGS-CMF 260.58 272610 2/12017 126438 CBIZ FINANCIAL SOLUTIONS INC 20401 REBA INV ADVISOR SVCS 2016 QT4 303333 C798814QI6 7205.6235 CONSULTANT SERVICES INSURANCE CLAIMS 204.01 272611 2/12017 100878 CHARTER COMMUNICATIONS .53- REDWOOD SALES TAX ADJUST 303432 835230604000020 19306237 TELEPHONE/PAGERS REDWOOD POOL 8JAN17 .53 REDWOOD SALES TAX ADJUST 303432 835230604000020 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 8JAN 17 7.97 BASIC CABLE TV-IAN 303432 835230604000020 19306237 TELEPHONE/PAGERS REDWOOD POOL 8JAN17 .20- GOLF SALES TAX ADJUST 303278 835230604052429 51106237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 81AN17 .20 GOLF SALES TAX ADJUST 303278 835230604052429 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 9JANI7 84.64 CABLE-JAN 303278 835230604052429 51106237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING RJAN17 75.00 WIFI-JAN 303261 835230604053512 1930.6237 TELEPHONE/PAGERS REDWOOD POOL OJAN17 7.97 CABLE SERVICE-JAN 303330 835230604057020 1200.6237 TELEPHONE/PAGERS POLICE MANAGEMENT OJAN17 175.58 272612 2/12017 110648 CITY OF MINNEAPOLIS RECEIVABLES 1530 APS FEES-DEC 303293 400451000669 1215.6249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 15.30 272613 2/12017 150038 COLDSPRING GRANITE COMPANY 21060 NICHE PLATE-M EVERSON 303590 2047503A 5605.6325 COLUMBARIUM CEMETERY 210.60 272614 2/1/2017 123296 CTM SERVICES,INC 390.31 OLYMPIA GUIDE WHEEL 303571 3754 5215.6215 EQUIPMENT-PARTS ARENA I EQUIPMENT MAINTENANCE 390.31 272615 2/12017 100114 CUB FOODS .20- HR SALES TAX ADJUST 303416 201701081118 10206399 OTHER CHARGES HUMAN RESOC- R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/2/2017 9:1732 Council Check Register by GL Page- I I Council Check Register by Invoice&Summary 128/2017 -- 2/32017 Check# Date Amount Supplier/Explanation PO Doc No Inv No Account No Subledger Account Description Business Unit 271615 2/1/2017 100114 CUB FOODS Continued... .20 HR SALES TAX ADJUST 303416 201701081118 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 33.80 SAFETY KICKOFF LUNCH 303416 201701081118 1020 6399 OTHER CHARGES HUMAN RESOURCES 33.80 272616 2/1/2017 101324 D.C.BRAUN CO 500.00 LIFT II FLOATS 303241 838 5380.6215 EQUIPMENT-PARIS SEWER LIFT STN REPAIR&MNTC 500.00 272617 2/1/2017 100123 DAKOTA COUNTY FINANCIAL SERVICES 326.25 REPLACEMENT RADIO MICROPHONES 303338 23598 1210.6265 REPAIRS-EQUIPMENT POLICE FIELD OPERATIONS/PATROL 326.25 272618 2/12017 100139 DAKOTA COUNTY LICENSE CENTER 19.75 TITLE FORFEITURE-'07 TOYOTA 303251 20/70/25 1215.6399 OTHER CHARGES POLICE DETECTIVE UNIT 21.75 TITLE/REG'17 GMC SIERRA-#4992 303252 20170125A 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 41.50 272619 2/1/2017 100128 DAKOTA ELECTRIC ASSOCIATION 64.60 GALAXIE/FOUNDER LN SPRINKLER 303342 211902 1610.6255 UTILITIES-ELECTRIC STREETBOULEVARD REPAIR&MNTC 12191 LIFT STN STRM SWR GALAXIE 303342 211902 55056255 UTILITIES-ELECTRIC STORM DRAM MNTCBPR/SUMPS 35.80 FOUNDERS/GALAXIE SIGNAL 303342 211902 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 463.37 15281 FOUNDERS BLVD LIGHTS 303342 211902 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 685.68 272620 2/1/2017 140503 DARTS 2,491.00 DARTS-OCT-DEC 2016 303347 20170112 1100.6249 OTHER CONTRACTUAL SERVICES DEV MANAGEMENT 2,491.00 271621 2/1/2017 145190 DENN,TRICIA 475.00 MWF HORSE&WAGON RIDES 303785 20170125 1845.6249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROG GENERAL 475.00 272622 2/12017 148911 DHANSON,STEVEN 300.00 MWF CARICATURIST 303296 20161215 1845.6249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROG GENERAL 300.00 272623 2/1/2017 145240 ECOLAB PEST ELIM DIV 69.63 ST MARYS MONTHLY PEST CONTROL 303327 9039179 2092.6249 OTHER CONTRACTUAL SERVICES 14200 CEDAR AVE-OLD CITY HALL 69.63 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/22017 9:17:32 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 128/20/7 -- 2/3/2017 Check# Date Amount Supplier/ExPlanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272624 2/12017 150372 EMMONS&OLIVIER RESOURCES INC Continued... 6,073.54 LONG FARQUAR TMDL PLAN UPDATE 303344 127800023 5505.6235 2016185D CONSULTANT SERVICES STORM DRAIN MNTC/RPR/SUMPS 6,073.54 272625 2/1/2017 129788 EQUIPMENT DISTRIBUTION MANAGEMENT INC 8390- STE SALES TAX ADJUST 303235 16179 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 83.90 STR SALES TAX ADJUST 303235 16179 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 1,304.31 AEBI MOWER WEAR SHOES 303235 16179 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 304 31 272626 2/1/2017 100157 FACTORY MOTOR PARTS CO 77.00 DEF FLUID FOR DIEM,TRKS 303287 /5/64055 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 78.98 DEF FLUID FOR DIESL TRKS 303287 15/64055 13506212 MOTOR FUELS/OILS FIRE VEHICLE MAINTENANCE 156.00 DEF FLUID FOR DIESL TICKS 303287 /5164055 16306212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 179.89 SQD ALTERNATOR 303212 75247186 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 19021. RETURN FUEL PUMP WRONG 105 303213 75247894 1400.6215 EQUIPMENT-PARTS INSPECTIONS MANAGEMENT 23.93 VALVE EMMISSIONS 303288 75248043 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 325.59 272627 2/1/2017 134308 FAIRCHILD EQUIPMENT 1,110.38 #333 REPAIR PARTS 303232 168164 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 1,110.38 272628 2/12017 120313 FASTENALCOMPANY 58.90 HYDRANTO-RINGS 303427 MNLAK139211 53306215 EQUIPMENT-PARTS WTRMAIN/HYDRANT/CURB STOP HINT 800 FASTNERS 303437 MNLAK139403 17656229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 66.90 272629 2/12017 129243 FENDLER PATTERSON CONSTRUCTION 6,900.00 NRMP 15678 PILOT KNOB 303434 11513 49002420 NRMP FIN GUAR-DEVELOPER DEP PHYSICAL IMPROV ESCROW BAL SET 6,900 00 272630 2/12017 100175 FLAHERTYSHAPPYTYMECO 57.00 NOTAX#2 00000242 303694 32299 50556545 NON-TAXABLE MISC FOR RESALE LIQUOR 92 STOCK PURCHASES 114.00 NOTAX#3 00000242 303695 32300 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 154.50 NOTAX#2 00000242 303693 32877 50856545 NON-TAXABLE MISC FOR RESALE LIQUOR 43 STOCK PURCHASES 34.65- CMNOTAX#I 00000242 303669 32878 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#I STOCK PURCHASES 49.75- CMNOTAX#I 00000242 303670 32878 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR 91 STOCK PURCHASES 46.20- CMNOTAX#3 00000242 303671 32882 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 90.00- CMNOTAX#3 00000242 303672 32882 50856545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 171.00 NOTAX#3 00000242 303697 32941 5085 6545 NON-TAXABLE MISC FOR RESALE LIQUOR 43 STOP--^URCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/2/2017 9,1732 Council Check Register by GL Page- 13 Council Check Register by Invoice&Summery 1/282017 - 2/3/2017 Check# Data Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272630 2/12017 100175 FLAHERTYS HAPPY TYME CO Confinued... 114.00 NOTAX#1 00000242 303691 32952 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUORM STOCK PURCHASES 114.00 N0TAX#3 00000242 303696 33138 50856545 NON-TAXABLE MISC FOR RESALE LIQUOR 43 STOCK PURCHASES 114.00 NOTAX#1 00000242 303692 33140 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR 41 STOCK PURCHASES 617.90 272631 2/12017 100548 FORKLIFTS OF MINNESOTA,INC 393.16 HAYES SCRUBBER REPAIR 303582 IS5524320 5270.6265 REPAIRS-EQUIPMENT ARENA 2 EQUIPMENT MAINT-HAYES 393.16 272632 2/12017 110262 FRIEDGES CONTRACTING CO.LLC 194,60L09 157TH ST&JCRR PMT95 303424 20/61130 2027.6810 2015103R CONSTRUCTION IN PROGRESS ROAD ESCROW 194,601.09 272633 2/12017 145187 FUN JUMPS ENTERTAINMENT INC 287.50 MWF JUMPERS,GAMES 303298 201701/8 1845.6249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROD GENERAL 287.50 272634 2/1/2017 100282 G&KSERVICES 352.86 MATS,NAPKIS 303275 1013293780 5120.6240 CLEANING SERVICE/GARBAGE REMOV GOLF KITCHEN 34.56 CHEF SHIRTS 303274 1013293781 5120.6240 CLEANING SERVICE/GARBAGE REMOV GOLF KITCHEN 34.56 STAFF UNIFORMS 303279 1013305103 5120.6240 CLEANING SERVICEIGARBAGE REMOV GOLF KITCHEN 22.32 CARPET RUNNERS FOR PD 303294 1182301505 1060.6240 CLEANING SERVICE/GARBAGE REMOV MUNICIPAL BLDG&GROUNDS MNTC 21.60 CH RUG SERVICE-JAN 303265 1/82301506 1060.6240 CLEANING SERVICEIGARBAGE REMOV MUNICIPAL BLDG&GROUNDS MNTC .50 LIQ2 USE TAX 303264 1/82306235 5065.6240 CLEANING SERVICE/GARBAGE REMOV LIQUOR#2 OPERATIONS 7.20 RUGS 303264 1182306235 5065.6240 CLEANING SERVICEIGAR13AGE REMOV LIQUOR#2 OPERATIONS 50- 303264 1182306235 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 1984 RUG SERVICE 303584 1182311038 19006240 CLEANING SERVICE/GARBAGE REMOV AV COMMUNITY CENTER 75 LIQI USE TAX 303439 1182311049 5025.6240 CLEANING SERVICE/GARBAGE REMOV LIQUOR#1 OPERATIONS 10.88 LID RUG SVC 303439 1182311049 5025.6240 CLEANING SERVICE/GARBAGE REMOV LIQUOR#1 OPERATIONS ]5- 303439 1182311049 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 503.82 272635 2/12017 150163 GALLS 100.00 PEPPER SPRAY FOR SGT BAGS 303336 6772000 1210.6211 SMALL TOOLS&EQUIPMENT POLICE FIELD OPERATIONS/PATROL 110.00 RIOT HELMET-MEUWISSEN 303337 6802500 12106211 SMALL TOOLS&EQUIPMENT POLICE FIELD OPERATIONS/PATROL 21800 272636 2/1/2017 120357 GERLACH OUTDOOR POWER EQT.INC. 42.63 FILTERS FOR KAW MULES 303257 126971 17656215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 42.63 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/2/2017 9:1732 Council Check Regime,by GL Page- 14 Council Check Register by Invoice&Summary 1/28/2017 -- 2/3/2017 Check# Data Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272636 2/12017 120357 GERLACH OUTDOOR POWER EQT.INC. Con6nued... 272637 2/1/2017 100198 GETTING,JONA 5691 JEANS-3 PR-GETTING 303258 20170117 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 56.91 272638 2/12017 146169 GILES BROTHERS EXCAVATING INC 2,000.00 CURB BOX RPR 12885 EVELETH 303242 4273 5330.6269 REPAIRS-OTHER WTR MAIN/HYDRANT/CURB STOP MNT 2,00000 272639 2/1/2017 100620 GLEWWE,RICHARD 59.97 JEANS-3 PR-GLEWWE 303322 20170/19 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 59.97 272640 2/12017 100827 GRAPE BEGINNINGS INC 440.00 WINE43 00032379 303743 15741 50856520 WINE LIQUOR 43 STOCK PURCHASES I l 25 FREIGHT#3 00032379 303744 15741 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 133.00 WINE#I 00032379 303737 15835 50156520 WINE LIQUOR#1 STOCK PURCHASES 2.25 FREIGHT#I 00032379 303738 15835 50156550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 62800 WINE#I 00032379 303739 16138 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 13.50 FREIGHT#I 00032379 303740 16138 5015.6550 FREIGHT ON RESALE MDSE LIQUOR 91 STOCK PURCHASES 38800 WINE#I 00032379 303741 16374 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 900 FREIGHT#] 00032379 303742 16374 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 1,625.00 272641 2/12017 100314 GREAT LAKES COCA-COLA DISTRIBUTION 341.98 HAYES CONCESSION PRODUCT 303568 356/200998 52606540 TAXABLE MISC FOR RESALE ARENA MANAGEMENT-HAYES 323.32 AVSA CONCESSION PRODUCT 303567 3616201744 5205.6540 TAXABLE MISC FOR RESALE ARENA 1 MANAGEMENT 665.30 272642 2/1/2017 100222 HACH COMPANY 160.15 FLUORIDE SAMPLE REAGENTS 303431 10292647 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 160.15 272643 2/12017 100770 HARMSEN,DONALD R 44.30 BLDG INSP INST-HARMSEN 303442 20170112 14606275 SCHOOLS/CONFERENCES/EXP LOCAL INSPECTIONS TRAINING 44.30 272644 2/1/2017 101169 HAWKINSINC 440.60 FAN-EXHAUST FLUO FUMES OUTSIDE 303345 401218881 5325.6229 GENERALSUPPLIES WATER TREATMENT FCLTY MNTC/RPR 44060 R55CKK2 LOGISI01 CITYOFAPPLEVALLEY 2/2/2017 9:17:32 Council Check Register by GL Page- 15 Conneil Check Register by Invoice&Snmmay 1/28/2017 -- 2/32017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272644 2/1/2017 101169 HAWKINS INC Continued... 272645 222017 100510 HD SUPPLY WATERWORKS LTD 287.33 WASTE VALVE NUTS AND BOLT 303430 6616817 53256215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR 8,740.18 METERS AND MXU RADIO'S 303362 G632129 53106540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/RFADNG 9,027.51 272646 2/12017 138313 HESSIAN PLUMBING SERVICES INC 100 AV062792-W39 GLENDA DRIVE 303361 201601208 10014072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 41.58 AV062792-14439 GLENDA DRIVE 303361 201601208 10014065 PERMIT-PLUMBING GENERAL FUND REVENUE 42.58 272647 2/1/2017 138032 HIBU INC 102.00 SOUTH METRO AD-JAN 303574 754191JAN17 5105.6239 PRINTING GOLF MANAGEMENT 10100 272648 2/1/2017 100870 HOLLE,JONATHANT 12.30 FIELD FORCE TRNG-14OLLE 303441 20170111 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICETRAINING 12.30 272649 2/1/2017 102847 HOWLAND,BEVERLY 6500 BASEBALL JACKET-R ZELLMER 303259 170109 16006281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 5.00 LOGO AP-BIBS-1FRUECHTL 303435 170113 1510.6281 UNIFORM/CLOTHING ALLOWANCE PW ENGINEERING&TECHNICAL 10.00 LOGO-HIVIZ CAP FRUECHTL,WEISS 303435 170113 1510.6229 GENERAL SUPPLIES PW ENGINEERING&TECHNICAL 10.00 LOGO-HIVIZ CAP ENG INVENTORY 303435 170113 15106229 GENERAL SUPPLIES PW ENGINEERING&TECHNICAL 90.00 272650 2/12017 101105 HPINC 102.06 COMPUTER HARDWARE 303267 58060642 1030.6725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 102.06 272651 2/1/2017 118941 ICE CARVINGS ETC INC 395.00 MID-WINTER FEST ICE CARVER 303234 1403 18456249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROG GENERAL 395.00 272652 2/12017 100660 IIMC 200.00 IIMC MEMBERSHIP RENEWAL 303363 20161212 10156280 DUES&SUBSCRIPTIONS CITY CLERK/ELECTIONS 200.00 272653 2/1/2017 144088 INDEEDBREWINGCO 126,00 BEER#2 00051420 303597 46779 50556530 BEER LIQUOR#2 STOCK PURCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/22017 9:1732 Council Check Register by GL Page 16 Council Check Register by Invoice&Summary 1/28/2017 - 2/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Iv nNo Account No Subledger Account Description Business Unit 272653 2/1/2017 144088 INDEED BREWING CO Continued... 161.50 BEER#I 00051420 303595 46796 5015.6530 BEER LIQUOR#I STOCK PURCHASES 80.50- CMBEER#1 00051420 303596 46796 5015.6530 BEER LIQUOR 41 STOCK PURCHASES 207.00 272654 2/1/2017 116698 INSIGHT PUBLIC SECTOR 236.64 COMPUTER PERIPHERALS 303266 1100515422 1030.6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 237.10 COMPUTER COMPONENTS 303359 11005/5567 10306211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 473,74 272655 2/1/2017 120553 INTEGRATED LOSS CONTROL,INC. 696.00 ANNUAL SAFETY TRAINING TOPICS 303237 11419 1020.6235 CONSULTANT SERVICES HUMAN RESOURCES 698.00 272656 2/1/2017 101796 INTERSTATE BATTERY SYSTEM OF MINNEAPOLIS 1500- BATTERY CORE(CREDIT) 303243 220042067 1530.6216 VEHICLES-TIRES/BATTERIES FLEET&BUILDINGS-CMF 211.15 VEHICLE BATTERY 303243 220042067 1210.6216 VEHICLES-TIRES/BATTERIES POLICE FIELD OPERATIONS/PATROL 225.50 VEHICLE BATTERY 303243 220042067 1630.6216 VEHICLES-TIRES/BATTERIES STREET EQUIPMENT MAINTENANCE 225.50 VEHICLE BATTERY 303243 220042067 5345.6216 VEHICLES-TIRES/BATTERIES WATER EQUIPNEHICLE/MISC MNTC 647.15 272657 2/1/2017 100254 JOHN HENRY FOSTER MINNESOTA INC 141.49 AIR COMPRESSOR OIL AND FILTER 303429 1028634700 5325.6215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR 141.49 272658 2/1/2017 100255 JOHNSON BROTHERS LIQUOR 43.00- CMLIQ92 00000109 303484 143215 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 4,572.20 LIQ#1 wme in&encored 00000109 303454 5624104 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 7,271.22 LIQ#3 came in&ante 00000109 303488 5624106 5085 6510 LIQUOR LIQUOR 93 STOCK PURCHASES 348.05 LIQ91 00000109 303455 5628205 5019.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 190.19 TAX#1 00000109 303451 5628207 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 5,890.50 LIQ#I 00000109 303456 5628208 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 256.26 LIQ91 00000109 303457 5628210 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,33875 LIQ#2 00000109 303475 5628213 50556510 LIQUOR LIQUOR#2 STOCK PURCHASES 21.99 BEER#2 00000109 303474 5628215 5055.6530 BEER LIQUOR 92 STOCK PURCHASES 108.00 LIQ93 00000109 303490 5628216 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 215.00 LIQ#3 00000109 303491 5628217 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,428.00 LIQ93 00000109 303492 5628218 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 733.31 LIQ#1 00000109 303458 5631772 501565/0 LIQUOR LIQUOR#1 STOCK PURCHASES 881.00 LIQ#1 00000109 303459 5631774 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,202.65 LIQ92 00000109 303476 5631775 50556510 LIQUOR LIQUOR#2 STC RCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 2/2/2017 917,32 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 1/28/2017 -- 2/32017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272658 2/1/2017 100255 JOHNSON BROTHERS LIQUOR Continued... 7.40- CMLIQ92 00000109 303477 5631775 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 863.80 LIQ#3 00000109 303493 5631776 5085.6510 LIQUOR LIQUOR 93 STOCK PURCHASES 12100 LIQ#I 00000109 303460 5631777 5015.6510 LIQUOR LIQUOR 91 STOCK PURCHASES 702.34 LIQ#I 00000109 303461 5631780 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 16.00 NOTAX#I 00000109 303452 5631782 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#I STOCK PURCHASES 50.00 LIQ92 00000109 303478 5631783 5055.6510 LIQUOR LIQUOR 92 STOCK PURCHASES 313.50 LIQ92 00000109 .303479 5631784 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 200.00 LIQ#2 00000109 303480 5631786 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 479.50 LIQ#3 00000109 303494 5631788 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 336.00 LIQ93 00000109 303495 5631790 5085.6510 LIQUOR LIQUOR 43 STOCK PURCHASES 274.00 LIQ#1 00000109 303462 5632087 5015.6510 LIQUOR LIQUOR 41 STOCK PURCHASES 1.275.00 LIQ#I 00000109 303463 5636675 5015.6510 LIQUOR LIQUOR 41 STOCK PURCHASES 50.00 LIQ91 00000109 303464 5636680 5015.6510 LIQUOR LIQUOR 41 STOCK PURCHASES 80.00 LIQ91 00000109 303465 5636682 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 21.99 BEER91 00000/09 303449 5636684 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 367.35 LIQ#I 00000109 303466 5636685 5015 65 10 LIQUOR LIQUOR#I STOCK PURCHASES 24600 BEER#I 00000109 303450 5636687 5015.6530 BEER LIQUOR#I STOCK PURCHASES 943.50 LIQ02 00000109 303481 5636688 5055 6510 LIQUOR LIQUOR 42 STOCK PURCHASES 943.50 LIQ93 00000109 303496 5636692 5085.6510 LIQUOR LIQUOR 43 STOCK PURCHASES 1,478.81 LIQ#I 00000109 303467 5641549 5015.6510 LIQUOR LIQUOR 41 STOCK PURCHASES 6,497.71 LIQ91 00000109 303468 5641551 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2,055.90 LIQ91 00000109 303469 5641556 5015.6510 LIQUOR LIQUOR 91 STOCK PURCHASES 41.35 NOTAX#1 00000109 303453 5641558 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 2,150.72 LIQ92 00000109 303482 5641559 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 571.09 LIQ#2 00000109 303483 5641561 5055.6510 LIQUOR LIQUOR 92 STOCK PURCHASES 523.43 LIQ92 00000109 303485 5641562 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2,959.00 LIQ93 00000109 303497 5641564 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 262.60 LIQ93 00000109 303498 5641565 50856510 LIQUOR LIQUOR 03 STOCK PURCHASES 410.61 LIQ93 00000109 303499 5641568 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 14.88- CMLIQ42 00000109 303486 608625 50556510 LIQUOR LIQUOR 42 STOCK PURCHASES 6.46- CMLIQ#I 00000109 303470 609938 5015.6510 LIQUOR LIQUOR#I STOCK PURCHASES 39.45- CMWINE42 00000109 303471 609938 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 7.50- CMBEER#1 00000109 303472 609938 5015.6530 BEER LIQUOR#I STOCK PURCHASES 2.00- CMBEER41 00000109 303473 609939 5015.6530 BEER LIQUOR 41 STOCK PURCHASES 7.67- CMLIQ#2 00000109 303487 609942 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 341.68- CMLIQ#3 00000109 303489 610182 50856510 LIQUOR LIQUOR#3 STOCK PURCHASES 48,221.78 272659 2/112017 113594 JIVS ADVANCED RECYCLERS 270.00 ELECTRONICS DISPOSAL 303255 91432 17206240 CLEANING SERVICE/GARBAGE REMOV PARK GROUNDS MAINTENANCE R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/2/2017 9:1732 - Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 128/2017 -- 2/3/2017 Check Date Amount Supplier/Explanation PON Doc No Inv No Account No Subledger Account Description Business Unit 272659 2/1/2017 113594 HRS ADVANCED RECYCLERS Continued... 270.00 272660 2/1/2017 144552 KENDELL DOORS&HARDWARE INC 1.38 LIQ3 USE TAX 303262 51039825 5095.6266 REPAIRS-BUILDING LIQUOR#3 OPERATIONS 95.00 FIX INT DOOR/REPLACE STRIKE 303262 51039825 50956266 REPAIRS-BUILDING LIQUOR#3 OPERATIONS 1.38- 303262 51039825 9992330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 95.00 272661 2/1/2017 132646 KWIK KOPY BUSINESS CENTER 13253 PROPERTY RECEIPT FORMS 303292 20671 1200.6239 PRINTING POLICE MANAGEMENT 132.53 272662 2/1/2017 110769 LE TENDRE,LYNN 100.00 WINNER-MWF LOGO DESIGN 303425 20170118 1845 6229 GENERAL SUPPLIES REC SELF SUPPORT PRGG GENERAL 100.00 272663 2/1/2017 116371 LOFFLER COMPANIES INC(CONT INV) 70,00 PRINTER MAINT-FIRE ST#3 303268 2402347 1030.6265 - REPAIRS-EQUIPMENT INFORMATION TECHNOLOGY 14000 PRINTER MAINT-TONER FOR ADMIN 303360 2432576 1030.6265 REPAIRS-EQUIPMENT INFORMATION TECHNOLOGY .58- LIQI SALES TAX ADJUST 303564 2434807 5025.6265 REPAIRS-EQUIPMENT LIQUOR#1 OPERATIONS .58 LIQI SALES TAX ADJUST 303564 2434807 5000,2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 246.39 PRINTER MAINT-TONER 303564 2434807 5025.6265 REPAIRS-EQUIPMENT LIQUOR#1 OPERATIONS 456.39 272664 2/12017 100021 MAMUNDSON LLP 9066 TAX#2 00044390 303675 231051 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 498.64 NOTAX#2 00044390 303676 231051 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 589.30 272665 2/1/2017 100293 MACQUEEN EQUIPMENT 3,25693 #402 ELECTRICAL REPAIRS 303244 W00617 5390.6265 REPAIRS-EQUIPMENT SWR EQUIPNEHICLE MISC MNTC/RP 3,256.93 272666 2/1/2017 118337 MAHCO 30.00 MAHCO DUES-PIERSON-2017 303328 20170124 1013.6280 DUES&SUBSCRIPTIONS CODE ENFORCEMENT 30:00 MAHCO DUES-ABBOTT-2017 303329 20170124A 1013.6280 DUES&SUBSCRIPTIONS CODE ENFORCEMENT 60.00 272667 2/1/2017 100580 MAMA 20.00 MAMA LUNCHEON-LAWELL 303335 2404 10106275 SCHOOLS/CONFERENCES/EXP LOCAL ADMINISTRATE'-" R55CKR2 LOGIS101 CITY OF APPLE VALLEY 2/2/2017 91732 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summary 128/2017 - 2/3/2017 Check Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271667 2/1/2017 100580 MAMA Continued... 20.00 272668 2/1/2017 138342 MANSFIELD OIL COMPANY 15,919.54 8503GAL NOLEAD(SPOT) 303346 94343 1000.1520 INVENTORY-UNLEADED FUEL GENERAL FUND BALANCE SHEET 15,91454 272669 2/1/2017 100309 MENARDS 129.57 WTP RECYCLE LINE 303303 11476 5325.6211 SMALL TOOLS&EQUIPMENT WATER TREATMENT FCLTY MNTC/RPR 23.94 JCRPW SHOP 303253 11536 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 27.39 SHOPSUPPLIES 303307 11540 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 10.18 GOLF USE TAX 303576 11541 51506229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 14800 SUPPLIES 303576 11541 5150.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 10.18- 303576 11541 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 53.78 WATER HEATER SUPPLIES 303304 11554 53256229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 17.22 GOLF USE TAX 303588 11722 5145.6211 SMALL TOOLS&EQUIPMENT GOLF SHOP BUILDING MAINTENANCE 250.41 NAIL GUN 303588 11722 5145.6211 SMALL TOOLS&EQUIPMENT GOLF SHOP BUILDING MAINTENANCE 17.22- 303588 11722 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 84.96 TEEN CENTER FAUCETS 303586 11731 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 102.28 AVCC PAINT PROJECT 303436 11780 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 19.39 PARTS FOR KAW MULES 303323 11783 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 11.89 MAINTANCE ITEMS 303440 11786 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 3.88 PARTS FOR KAW MULES 303324 11840 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 49.76 FOR LAYING OUT ATHLETIC FIELDS 303780 11920 1715.6211 SMALL TOOLS&EQUIPMENT PARK ATHLETIC FIELD MAINTENANC 6.79 AIRLINE SHOP 303305 1522 5375.6229 GENERAL SUPPLIES SEWER MAINTENANCE AND REPAIR 305 GOLF USE TAX 303589 9559A 5155.6212 MOTOR FUELS/OILS GOLF EQUIPMENT MAINTENANCE 44.37 OILS 303589 9558A 5155 6212 MOTOR FUELS/OILS GOLF EQUIPMENT MAINTENANCE 3.05- 303589 9558A 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 956.41 272670 2/1/2017 100031 METROCITIES 12,970.00 METRO CITIES 2017 MEMBERSHIP 303348 3B 1015 6280 DUES&SUBSCRIPTIONS CITY CLERK/ELECTIONS 12,970 00 272671 2/1/2017 120078 METRO UPHOLSTERY 80.00 GUTTER BROOM REPAIR 303585 2381A 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 80.00 272672 2/1/2017 148057 METROPOLITAN COMPOUNDS INC 1,095.34 TURF KING WEED KILLER 303240 65239 1625.6229 GENERAL SUPPLIES STREET RING ROUTE MAINT 1,095.34 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 22/2017 9:1732 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 1282017 -- 2/3/2017 Check# Date Amount Supplier/Explanation PO4 Doc No Inv No Account No Subledger Account Description Business Unit 272672 2/12017 148057 METROPOLITAN COMPOUNDS INC Continued... 272673 2/1/2017 100326 MN RECREATION&PARK ASSOC 347.00 MRPAAGENCY DUES-BALANCE 303233 9087 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT 34700 272674 2/12017 100342 MNWANNERCO 828.20 FIELD PAINTER PARTS 303271 117641IN 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 70.69 FOR ATHLETIC FIELD PAINTER 303781 117698IN 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 898.89 272675 2/1/2017 100995 NAPAAUTOPARTS 2.79- PK SALES TAX ADJUST 303565 671346 1765.6211 SMALL TOOLS&EQUIPMENT PARK EQUIPMENT MAINTENANCE 2.79 PK SALES TAX ADJUST 303565 671346 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 4199 GREASE GUN 303565 671346 1765 6211 SMALL TOOLS&EQUIPMENT PARK EQUIPMENT MAINTENANCE 41,99 272676 2/1/2017 114052 NOVACARE REHABILITATION 110.00 TESTING 303577 842072247 1710.6399 OTHER CHARGES PARK MAINTENANCE MANAGEMENT 110.00 272677 2/1/2017 143947 DENO DISTRIBUTION 105.00 WINE#3 00051337 303748 5660 50856520 WINE LIQUOR 93 STOCK PURCHASES 3.00 FREIGHT#3 00051337 303749 5660 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 43 STOCK PURCHASES 108,00 272678 2/12017 127905 OFFICE OF MN.IT SERVICES 56.55 LANGUAGE LINE-DEC 303332 W16120678 1200.6237 TELEPHONE/PAGERS POLICE MANAGEMENT 56.55 272679 2/12017 110957 O-REILLYAUTOMOTIVE INC 30.02 STEERING STABILIZER 303354 3245263338 13506215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 30.02 272680 2/1/2017 100886 PARK SUPPLY OFAMERICA INC 7.65 DRINKING FOUNTAIN PARTS 303308 211057400 1540.6215 EQUIPMENT-PARTS CMF BUILDINGS&GROUNDS MNTC 7.65 272681 2/12017 100372 PAUSTIS&SONS 344.00- CMWINE#3 00001291 303689 8566167DUP 50856520 WINE LIQUOR#3 STOCK PURCHASES 2.50- CMFREIGHT#3 00001291 303690 8566167DUP 50856550 FREIGHT ON RESALE MDSE LIQUOR 93 STOP -TRCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 22/2017 9.1732 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 1/282017 -- 2/32017 Check# Dace Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272681 2/1/2017 100372 PAUSTIS&SONS Confinued... 36700 WINE#3 0000/291 303683 8576409 50856520 WINE LIQUOR#3 STOCK PURCHASES 5.00 FREIGHT#3 00001291 303684 8576409 50856550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 7200- CMWINE#3 00001291 303685 8576538 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1.25- CMFREIGHT#3 00001291 303686 8576538 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 1,593.00 WINE#1 00001291 303677 8576983 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 21.25 FREIGHT#1 00001291 303678 8576983 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 630.01 WINE#3 00001291 303687 8576985 50856520 WINE LIQUOR 93 STOCK PURCHASES 8.75 FREIGHT#3 00001291 303688 8576985 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 624.70 WINE42 00001291 303681 8576988 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 7.50 FREIGHT92 00001291 303682 8576988 5055.6550 FREIGHT ON RESALE MDSE LIQUOR 02 STOCK PURCHASES 215.00 WINE#I 00001291 303679 8577748 5015.6520 WINE LIQUOR I STOCK PURCHASES 2.50 FREIGHT#1 00001291 303680 8577748 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3,054.96 272682 2/12017 100374 PEPSI-COLA COMPANY 31.00 TAX#2 00002171 303610 25377958 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 351.30 TAX91 00002171 _ 303606 26667419 5015.6540 TAXABLE MISC FOR RESALE LIQUOR I STOCK PURCHASES 68.80- CMTAX#I 00002171 303607 26667419 50156540 TAXABLE MISC FOR RESALE LIQUOR I STOCK PURCHASES 110.50 TAX#2 00002/71 303608 29244462 5055,6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 21.50- CMTAX#2 00002171 303609 29244462 5055.6540 TAXABLE MISC FOR RESALE LIQUOR 42 STOCK PURCHASES 51.10 TAX#3 00002171 303611 79196261 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 8.60- CMTAX#3 00002171 303612 79196261 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 445.00 272683 2/12017 100751 PHILLIPS WINE&SPIRITS INC 281.50 LIQ41 00000106 303546 2101704 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,422.80 LIQ91 00000106 303547 2104279 5015.6510 LIQUOR LIQUOR#I STOCK PURCHASES 26.00 TAX#1 00000106 303544 2104280 50156540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 162.00 LIQ92 00000106 303552 2104281 5055.6510 LIQUOR LIQUOR 92 STOCK PURCHASES 162.00 NOTAX#3 00000106 303558 2104282 5085 6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 301.50 LIQ92 00000106 303553 2104283 5055.6510 LIQUOR LIQUOR 92 STOCK PURCHASES 1,114.30 LIQ#3 00000106 303559 2104284 5085.6510 LIQUOR LIQUOR 03 STOCK PURCHASES 40.50 TAX#3 00000106 303556 2104285 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 51.60 LIQ#3 00000106 303560 2104286 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 11 5.50 LIQ#I 00000106 303548 2107639 5015.6510 LIQUOR LIQUOR 1i I STOCK PURCHASES 20700 LIQ#I 00000106 303549 2107640 5015.6510 LIQUOR LIQUOR 91 STOCK PURCHASES 157.00 LIQ43 00000106 303561 2107645 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 3,427.74 LIQ#I 00000106 303550 2111005 5015.6510 LIQUOR LIQUOR 41 STOCK PURCHASES 26.00 TAX#I 00000106 303545 2111006 5015 6540 TAXABLE MISC FOR RESALE LIQUOR 41 STOCK PURCHASES 47.50 LIQ92 00000106 303554 21H007 50556510 LIQUOR LIQUOR#2 STOCK PURCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/2/2017 9:17.32 Council Check Register by GL Page- 22 Council Check Register by Invoice&Summary 128/2017 -- 2/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledeer Account Description Business Unit 272683 2/12017 100751 PHILLIPS WINE&SPIRITS INC Continued... 22.75 TAX#2 00000106 303551 2111008 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 44850 LIQ#3 00000106 303562 2111010 5085.6510 LIQUOR LIQUOR 43 STOCK PURCHASES 174.50 TAX#3 00000106 303557 2111012 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 5 33- CNILIQ#1 ENTERED IN 2017 00000106 303555 254162 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 8,183.36 272684 2/1/2017 100382 PILGRIM PROMOTIONS 4.28 T-SHIRT INVENTORY 303313 15859 1060.6281 UNIFORM/CLOTHING ALLOWANCE MUNICIPAL BLDG&GROUNDS MNTC 4.28 T-SHIRT INVENTORY 303313 15859 1900.6281 UNIFORM/CLOTHING ALLOWANCE AV COMMUNITY CENTER 6.42 T-SHIRT INVENTORY 303313 15859 1510.6281 UNIFORNUCLOTHING ALLOWANCE PW ENGINEERING&TECHNICAL 6.42 T-SHIRT INVENTORY 303313 15859 1520.6281 UNIFORM/CLOTHING ALLOWANCE NATURAL RESOURCES 8.57 T-SHIRT INVENTORY 303313 15859 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 29.98 T-SHIRT INVENTORY 303313 15859 1600.6281 UNIFORM/CLOTHRVG ALLOWANCE STREET MANAGEMENT 32.12 T-SHIRT INVENTORY 303313 15859 17106281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 429 T-SHIRT INVENTORY 303313 15859 5105.6281 UNIFORM/CLOTHING ALLOWANCE GOLF MANAGEMENT 2.14 T-SHIRT INVENTORY 303313 15859 5205.6281 UNIFORM/CLOTHING ALLOWANCE ARENA IMANAGEMENT 12.85 T-SHIRT INVENTORY 303313 15859 53656281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/REPORTS/DATA ENTRY 12.85 T-SHIRT INVENTORY 303313 15859 5305.6281 UNIFORM/CLOTHING ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 124.20 272685 2/12017 137785 PROPERTY TAXATION&RECORDS 14800 CUPAND PLAT FILING FEES 303245 20170106 4502.6239 2015159G PRINTING IMPROVEMENTS-ASSESSED 148.00 272686 2/12017 129265 RAINBOW PARTY ARTS 520.00 MWF BALLOON ANIMALS 303784 20170105 18456249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROG GENERAL 520.00 272687 2/1/2017 101797 RCM SPECIALTIES INC 313.12 ASPHALT EMULSION,2016 303306 5805 16106229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 313.12 272688 2/12017 149126 RED BULL DISTRIBUTION COMPANY 17000 TAX#3 00052064 303605 1354551 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 314.00 TAX#1 00052064 303604 K21800935 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 484.00 272689 2/1/2017 149268 REDSTONE CONSTRUCTION,LLC 16,922.42 2016 STR&UTIL IMP PMT#8 303786 20170113 2027,6810 2016104D CONSTRUCTION IN PROGRESS ROAD ESCROW 21.04396 2016 STR&UTIL IMP PMT#8 303786 20170113 2027 6810 2016104W CONSTRUCTION IN PROGRESS ROAD ESCROW R55CKR2 LOGISIOI CITY OF APPLE VALLEY 2/2/2017 9:1732 Council Check Register by GL Page- 23 Council Check Register by Invoice&Summary 1/28/2017 — 2/3/2017 Check# Date Amount Supplier/Explanation PO Doc No Inv No Account No Subled8er Account Description Business Unit 272689 2/1/2017 149268 REDSTONE CONSTRUCTION,LLC Continued... 34,229.07 2016 STR&UTIL IMP PMT#8 303786 20170113 2027.6810 20161045 CONSTRUCTION IN PROGRESS ROAD ESCROW 246,947.57 2016 STR&UTIL IMP PMT#8 303786 20170113 2027.6810 2016104R CONSTRUCTION IN PROGRESS ROAD ESCROW 319,143.02 272690 2/1/2017 140753 RHR3,INC 546.00 CCTV ACCESS REPAIRS 303299 558506 5065.6265 REPAIRS-EQUIPMENT LIQUOR#2 OPERATIONS 546.00 272691 2/1/2017 100600 RIGID HITCH INC 183.88 STREETS SANDER STANDS 303316 1927829900 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 183.88 272692 2/12017 132465 SAM'S CLUB DIRECT 4196 SAFETY KICKOFF LUNCH 303405 1924 10206399 OTHER CHARGES HUMAN RESOURCES 10.72- GOLFRETURN 303357 4250 51206420 GOLF-FOOD GOLF KITCHEN 23.92 SNACKS-LIFE SNOW SHOE EVENT 303406 5406 72046399 OTHER CHARGES GRANT-ACTIVE WORKPLACES 35.96 FOOD FOR ROTARY 303407 5745A 5120.6420 GOLF-FOOD GOLF KITCHEN 17.98 ROTARY FOOD 303358 8448 5120.6420 GOLF-FOOD GOLF KITCHEN 99.40 SAFETY KICKOFF LUNCH 303404 8774233311 1020.6399 OTHER CHARGES HUMAN RESOURCES 208.50 272693 2/1/2017 121330 SEPLER&ASSOCIATES INC 440.00 INDEPENDENT INVESTIGATOR 303236 1005 1960.6235 CONSULTANT SERVICES CONTINGENCY 440.00 272694 2/1/2017 100829 SHAMROCK GROUP INC 78.02 CO2 TANK RENTAL 303575 2083356 51206310 RENTAL EXPENSE GOLF KITCHEN 78.02 272695 2/1/2017 111161 SHRED ITUSA LLC 15.64 DEV SHREDDING 303563 8121638046 1100.6240 CLEANING SERVICE/GARBAGE REMOV DEV MANAGEMENT 15.64 ENG SHREDDING 303563 8121638046 1510.6240 CLEANING SERVICE/GARBAGE REMOV PW ENGINEERING&TECHNICAL 149.79 INSP SHREDDING 303563 8121638046 1400.6240 CLEANING SERVICF/GARBAGERE\IOV INSPECTIONS MANAGEMENT 181.07 2726% 2/12017 150390 SIDE SHOW BLOODY MARY 72.00 TAX#1 00052127 303603 1022 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 72.00 272697 2/12017 114724 SLUITER,JEFFREY R55CKR2 LOGISUM CITY OF APPLE VALLEY 2/2/2017 9:1732 Council Check Register by GL Page- 24 Council Check Register by Invoice&Summary 1/28/2017 -- 2/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Descnption Business Unit 272697 2/12017 114724 SLIIITER,JEFFREYW Confined... 90.00 JEANS-3PR-SLUITER 303321 20170/16 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 90.00 272698 2/12017 144495 SMALLLOTMN 592.20 WINE91 00051469 303750 11817 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 14.35 FREIGHTH 00051469 303751 11817 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 606.55 272699 2/1/2017 100447 SOUTH RIVER HEATING&COOLING INC 262.50 ST MARYS WEEKLY BOILER CK-1/10 303325 1717414 2092.6266 REPAIRS-BUILDING 14200 CEDAR AVE-OLD CITY HALL 262.50 ST MARYS WEEKLY BOILER CK-IT7 303326 1717424 20926266 REPAIRS-BUILDING 14200 CEDAR AVE-OLD CITY HALL 525,00 272700 2/1/2017 100524 SOUTHERN WINE&SPIRITS OF MN LLC 110.88 LIQ#1 CAME IN&ENTERED IN 20 00050756 303500 1493591 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 157.50 LIQ#3 00050756 303531 1493629 5085.6510 LIQUOR LIQUOR 43 STOCK PURCHASES 582.66 LIQ#1 00050756 303505 1495831 5015.6510 LIQUOR LIQUOR#I STOCK PURCHASES 5400 TAX#1 00050756 303503 1495833 50156540 TAXABLE MISC FOR RESALE LIQUOR 91 STOCK PURCHASES 52000 WINE#1 00050756 303512 1495834 5015.6520 WINE LIQUOR I STOCK PURCHASES 520.00 WINE92 00050756 303525 1495836 50556520 WINE LIQUOR#2 STOCK PURCHASES 140.00 WINE92 00050756 303526 1495837 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 940.00 WINE#3 00050756 303539 1495871 5085.6520 WINE LIQUOR 93 STOCK PURCHASES 580.00 WINE#3 00050756 303540 1495872 50856520 WINE LIQUOR#3 STOCK PURCHASES 3,041.92 LIQ#1 00050756 303506 1497584 5015.6510 LIQUOR LIQUOR#I STOCK PURCHASES 224.00 WINE91 00050756 303513 1497585 50156520 WINE LIQUOR#1 STOCK PURCHASES 2,759.69 LIQ92 00050756 303518 1497588 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 240.00 WINE#2 00050756 303527 1497589 5055.6520 WINE LIQUOR 92 STOCK PURCHASES 96531 LIQ#3 00050756 303532 1497608 50856510 LIQUOR LIQUOR#3 STOCK PURCHASES 75,00 LIQ#3 00050756 303533 1497610 5085 6510 LIQUOR LIQUOR#3 STOCK PURCHASES 6,03104 LIQ#I 00050756 303507 1499937 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 360.00 WINE#1 00050756 303514 1499938 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 3,420.55 LIQ92 00050756 303519 1499939 5055.6510 LIQUOR LIQUOR 42 STOCK PURCHASES 412.00 WINE92 00050756 303528 1499940 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 5,201.40 LIQ43 00050756 303534 1499960 5085.6510 LIQUOR LIQUOR 93 STOCK PURCHASES 852.00 WINE#3 00050756 303541 1499961 50856520 WINE LIQUOR 43 STOCK PURCHASES 2,74400 WINE#1 00050756 303515 1502411 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 3,32123 LIQ#I 00050756 303508 1502413 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2700 TAX#I 00050756 303504 1502414 5015.6540 TAXABLE MISC FOR RESALE LIQUOR 91 STOCK PURCHASES 74365 LIQ#2 00050756 303520 1502415 50556510 LIQUOR LIQUOR 42 STOCK PURCHASES 2,704.00 WINE#2 00050756 303529 1502416 5055.6520 WINE LIQUOR#2 STO 'RCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/2/2017 9:17:32 Council Check Register by GL Page- 25 Council Check Register by Invoice&Summary 128/2017 -- 2/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledeer Account Description Business Unit 272700 2/12017 100524 SOUTHERN WINE&SPIRITS OF MN LLC Confinued... 1,794.89 LIQ#3 00050756 303535 1502436 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2,856.00 WINE93 00050756 303542 1502437 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 270.00 LIQ#I CAME IN&ENTERED IN 20 00050756 303501 5018942 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 315b0 LIQ#1 CAME IN&ENTERED IN 20 00050756 303502 5018943 5015.6510 LIQUOR LIQUOR 91 STOCK PURCHASES 1,120.00 WINE#2 CAME IN&ENTERED IN 20 00050756 303524 5018944 5055 6520 WINE LIQUOR#2 STOCK PURCHASES 988.75 LIQ93 CAME IN&ENTERED IN 201 00050756 303530 5018990 5085 6510 LIQUOR LIQUOR#3 STOCK PURCHASES 9.33- CMWINE41 00050756 303516 9094567 50156520 WINE LIQUOR#1 STOCK PURCHASES 179.25- CMLIQ#1 00050756 303509 9094852 5015.6510 LIQUOR LIQUOR At STOCK PURCHASES 68.25- CMLIQ#2 00050756 303521 9094853 5055.6510 LIQUOR LIQUOR 92 STOCK PURCHASES 243.00- CMLIQ#3 00050756 303536 9094856 50856510 LIQUOR LIQUOR#3 STOCK PURCHASES 7200- CMWINE#1 00050756 303517 9094948 5015.6520 WINE LIQUOR#I STOCK PURCHASES 48.00- CMWINE#3 00050756 303543 9094953 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 40.00- CMLIQ#1 00050756 303510 9094969 5015.6510 LIQUOR LIQUOR 41 STOCK PURCHASES 10.00- CMLIQ92 00050756 303522 9094970 50556510 LIQUOR LIQUOR#2 STOCK PURCHASES 20.00- CMLIQ93 00050756 303537 9094972 5085.6510 LIQUOR LIQUOR 93 STOCK PURCHASES 117.00- CMLIQ#I 00050756 303511 9095250 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 6300- CMLIQ#2 00050756 303523 9095251 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 96.00- CMLIQ93 00050756 303538 9095252 5085.6510 LIQUOR LIQUOR 93 STOCK PURCHASES 43,106.64 272701 2/1/2017 150324 STARGEL,MATTHEW 69.28 UB REFUND 14740 ECHO WAY 303250 201701248 5301 4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 69.28 272702 2/12017 145118 STEEL TOE BREWING,LLC 1,160.00 BEER#1 00051551 303602 14141 5015.6530 BEER LIQUOR#I STOCK PURCHASES 1,160.00 272703 2/12017 150541 STRITTMATHER,AMANDA 150.00 AVCC DEPOSIT REFUND 1-22-17 303583 20170127 1001.5115 RENTS-APPLE VALLEY COMM CENTER GENERAL FUND REVENUE 150.00 272704 2/1/2017 101753 SYSCO MINNESOTA,INC 192.45 SHELVING 303280 147074194 5110.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING 192.45 272705 2/1/2017 149129 THECHEFEDGELLC .10- GOLF SALES TAX ADJUST 303277 9863 51206249 OTHER CONTRACTUAL SERVICES GOLF KITCHEN .10 GOLF SALES TAX ADJUST 303277 9863 51002330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 40.71, GOLF KNIFE EXCHANGE SVC 303277 9863 51206249 OTHER CONTRACTUAL SERVICES GOLF KITCHEN R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/2/2017 9:1732 Camcil Check Register by GL Page- 26 Council Check Register by Invoice&Summary 1/28/2017 - 2/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272705 2//2017 149129 THECHEFEDGELLC Continued... 5200 GOLF NITRILE GLOVES 303277 9863 51206229 GENERAL SUPPLIES GOLF KITCHEN 9271 272706 2/12017 145000 THE LYNDE COMPANY,LLC 105.20 ICE MELTER 303238 1-1422151N 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 105.20 ICE MELTER 303238 L142215IN 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 105.20 ICE MELTER 303238 L1422151N 1940.6229 GENERALSUPPLIES AQUATIC SWIM CENTER 131.50 ICE MELTER 303238 L1422151N 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 1.80 LIQ3 USE TAX 303238 1,142215IN 5095,6229 GENERAL SUPPLIES LIQUOR#3OPERATIONS 1.80 LIQ2 USE TAX 303238 L142215IN 5065.6229 GENERAL SUPPLIES LIQUOR#2OPERATIONS 182 LIQI USE TAX 303238 L142215IN 5025.6229 GENERAL SUPPLIES LIQUOR 91 OPERATIONS 26.30 ICE MELTER 303238 L142215rN 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 26.30 ICE MELTER 303238 L142215IN 5065.6229 GENERAL SUPPLIES LIQUOR 42 OPERATIONS 2630 ICE MELTER 303238 L142215IN 50956229 GENERAL SUPPLIES LIQUOR#3OPERATIONS 542- 303238 L142215IN 9992330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 52600 272707 2/12017 100474 TOTAL ENTERTAINMENT PRODUCTIONS INC 50000 MWF OI MUSIC 303783 20161007 1845.6249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROD GENERAL 500,00 272708 2/1/2017 137686 TOWMASTER 504.90- 550 SPINNER MOTOR(CREDIT) 301266 109728 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 113,244.00 #38180X,HYD.CONTROLS&PLOWS 303239 388136 2007.6730 CAPITAL OUTLAY-TRANSPORTATION LGA/EQU IP CERTIFICATES 112,739.10 272709 2/12017 120784 CLINE 324.50 TAPE DISPENSER AND GLOVES 303291 83361474 12106229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 324.50 272710 2/1/2017 122010 VINOCOPIA 98A0 WINE#3 00046257 303760 170593 5085.6520 WINE LIQUOR 43 STOCK PURCHASES 5.00 FREIGHT#3 00046257 303761 170593 5085 6550 FREIGHT ON RESALE MDSE LIQUOR 43 STOCK PURCHASES 128.00 WINE#2 00046257 303758 170705 50556520 WINE LIQUOR#2 STOCK PURCHASES 2.50 FREIGHT#2 00046257 303759 170705 5055.6550 FREIGHT ON RESALE MDSE LIQUOR 42 STOCK PURCHASES 136.92 LIQ93 00046257 303762 171164 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 32000 TAX#3 00046257 303763 171164 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 16.50 FREIGHT#3 00046257 303764 171164 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 120.00 TAX#3 00046257 303765 171289 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 12.00 FREIGHT#3 00046257 303766 171289 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STO- 'IRCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/22017 9:1732 Council Check Register by GL Page- 27 Council Check Register by Invoice&Summary 128/2017 -- 2/32017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272710 2/1/2017 122010 VINOCOPIA Continued... 120.00 TAX#141 00046257 303752 171435 5015.6540 TAXABLE MISC FOR RESALE LIQUOR I STOCK PURCHASES 12.00 FREIGHT#1 00046257 303753 171435 5015.6550 FREIGHT ON RESALE MDSE LIQUOR I STOCK PURCHASES 21600 WINE91 00046257 303754 171508 50156520 WINE LIQUOR#1 STOCK PURCHASES 500 FREIGHT#I 00046257 303755 171508 50156550 FREIGHT ON RESALE MDSE LIQUOR A]STOCK PURCHASES 54.13 FREIGHT#3 00046257 303767 171675 50856550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 592.00 WINE#3 00046257 303768 171675 5085.6520 WINE LIQUOR 93 STOCK PURCHASES 14.00 FREIGHT#3 00046257 303769 171675 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 57025 LIQ#3 00046257 303770 172092 5085.6510 LIQUOR LIQUOR 93 STOCK PURCHASES 7.50 FREIGHT#3 00046257 303771 172092 50856550 FREIGHT ON RESALE MDSE LIQUOR 43 STOCK PURCHASES 381.25 LIQ#I 00046257 303756 172109 5015.6510 LIQUOR LIQUOR 91 STOCK PURCHASES 5.00 FREIGHT41 00046257 303757 172109 50156550 FREIGHT ON RESALE MDSE LIQUOR 91 STOCK PURCHASES 684.50 LIQ93 00046257 303772 172314 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 10.00 FREIGHT#3 00046257 303773 172314 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 03 STOCK PURCHASES 162.25- CMLIQ#3 00046257 303774 172314 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2.00. CMFREIGHT43 00046257 303775 172314 50856550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 3,346.30 272711 2/1/2017 100504 VOSS LIGHTING 857.28 FIELD LIGHT BULBS 303270 1529638500 17156229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 87.50 BULBS FOR BALLFIELDS 303438 1529638501 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 944,78 272712 2/12017 150207 WATSON COMPANY 174.75 AVSA CONCESSION PRODUCT 303570 872648 5205.6540 TAXABLE MISC FOR RESALE ARENA 1 MANAGEMENT 174.75 272713 2/1/2017 101012 WD LARSON COMPANIES LTD INC 144.63 FILTERS JCR 303273 B270230007 1765 6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 151.14 STREETS TOOLCATS FILTERS 303317 8270260169 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 104.92 GENERATORS FILTERS 303317 B270260169 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLEMIISC MNTC 400.69 272714 2/1/2017 147366 WENDY'S WIGGLE,JIGGLE AND JAM 245.00 MWF CHILDREN'S MUSICIAN 303297 20161115 1845.6249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT FROG GENERAL 245.00 272715 2/1/2017 100.521 WINE MERCHANTS 82.00 WINE#1 00022992 303446 7117509 5015.6520 WINE LIQUOR#I STOCK PURCHASES 14400 WINE 93 00022992 303448 7117510 5085.6520 WINE LIQUOR 43 STOCK PURCHASES 72.00 WINE 01 00022992 303447 7118331 5015.6520 WINE LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 2/2/2017 9:1732 Council Check Register by GL Page- P8 Council Check Register by Invoice&Summary 1/28/2017 — 2/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledber Account Description Business Unit 272715 2/12017 100521 WINE MERCHANTS CouOnued... 298 00 272716 2/1/2017 100363 XCELENERGY 83.57 SLELECTRIC-147TH&JCR4AN 303340 532167637 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 270.67 POL GUN RANGE ELECTRIC-JAN 303341 >32249291 1255.6255 UTILITIES-ELECTRIC POLICE GUN RANGE 354.24 20170201 2/1/2017 148841 SELECTACCOUNT 1,172nI FLEX SPENDING MEDICAL-2016 303444 38344264 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING SAL SHEET 2,600.00 FLEX SPENDING DAYCARE-2016 303444 38344264 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING HAL SHEET 3,772.01 20170202 2/1/2017 148841 SELECTACCOUNT 340.00 FLEX SPENDING DAYCARE-2017 303445 38344264 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING HAL SHEET 1,751.46 FLEX SPENDING MEDICAL-2017 303445 38344264 90002119 ACCRUED FLEX SPENDING PAYROLL CLEARING HAL SHEET 2,091.46 959,715.18 Grand Total Payment Instrument Totals Checks 890,859,71 EFT Payments 5,863.47 A/P ACH Payment 62,992.00 Total Payments 959,715.18 ,L Z R55CKS2 LOGIS100 CITY OF APPLE VALLEY 22/2017 9:1742 Note. Payment amours may not reflect the acme[amount due to data sequencing ardror data selection. Council Check Summary Page- I 1/28/2017 - 2/32017 Company Amount 00999 CASH COMPANY 45.84- 01000 GENERALFUND 82,499.39 02005 LGA/EQUIPMENT CERTIFICATE 113,244.00 02025 ROAD ESCROW FUND 556,900.87 02090 14200 CEDARAVE-OLD CITY HALL 594.63 03210 EDA OPERATIONS FUND 7,04531 04500 CONSTRUCTION PROJECTS 249.25 04900 PHYSICAL IMPROVEMENTS ESCROW F 6,900.00 05000 LIQUOR FUND 148,391.12 05100 GOLFFUND 3,646.72 05200 ARENAFUND 2,04785 05300 WATER&SEWER FUND 24500.72 05500 STORM DRAINAGE UTILITY FUND 6,195.45 05600 CEMETERY FUND LEVEL PROGRAM 268.57 05800 STREET LIGHT UTIL FUND 582.74 07200 RISK MANAGEMENT/INSURANCE FUND 827.93 09000 PAYROLL CLEARING FUND 5,863.47 Report Totals 959,715.18 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 2/9/2017 8:57:35 Council Check Register by GL Page- I Council Check Register by Invoice&Summary 1/17/2017 - 2/13/2017 Check Date Amount Supplier/Explanation Pok Doc No Inv No Account No Subledger Account Description Business Unit 11928 2/10/2017 100101 ACE HARDWARE .40- DISCOUNT 303883 101310727731 1340 6333 GENERAL-CASH DISCOUNTS FIRE BLDG&GROUNDS MNTC 3.98 STATION SUPPLY-MOUSE TRAPS 303883 101310727731 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 2.40- DISCOUNT 303881 101310728131 1330.6333 GENERAL-CASH DISCOUNTS FIRE OPERATIONS 23.97 APPARATUS ICE MELT 303881 101310728131 1330.6229 GENERAL SUPPLIES FIREOPER.4TIONS 2.50- DISCOUNT 303882 101310728261 1350.6333 GENERAL-CASH DISCOUNTS FIRE VEHICLE MAINTENANCE 24.95 STATION SUPPLIES 303882 101310728261 13506215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE .47- DISCOUNT 303880 101310728511 13406333 GENERAL-CASH DISCOUNTS FIRE BLDG&GROUNDS MNTC 4.70 CLEANING AND NUTS AND BOLTS 303880 101310729511 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 37.91 DOOR STOPS 303910 101360728751 5210.6229 GENERAL SUPPLIES ARENA I BUILDING MAINTENANCE 1.60- DISCOUNT 303952 101370728501 12106333 GENERAL-CASH DISCOUNTS POLICE FIELD OPERATIONS/PATROL 15.98 TIRE SPRAY FOR FLEET VEHICLES 303952 101370728501 1210.6229 GENERALSUPPLIES POLICE FIELD OPERATIONS/PATROL 104.12 11929 2/10/2017 100709 BATTERIES PLUS BULBS 14.38 BATTERY 304045 17387336 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 19.99 BATTERY 304046 17387934 5390.6215 EQUIPMENT-PARTS SWR EQUIP/VEHICLE MISC MNTC/RP 34.37 11930 2/10/2017 1 147357 BNG TECHNOLOGIES,LLC 344- GOLF USE TAX 303970 55104 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 3.44 GOLF USE TAX 303970 55104 51056249 OTHER CONTRACTUAL SERVICES GOLF MANAGEMENT 250.00 MONTHLY SVC AGREEMENT-FEB 303970 55104 5105.6249 OTHER CONTRACTUAL SERVICES GOLF MANAGEMENT 100.00 MONTHLY SVC AGREEMENT-FEB 303949 55105 5105.6249 OTHER CONTRACTUAL SERVICES GOLF MANAGEMENT 350.00 11931 2/102017 101562 CDW GOVERNMENT INC 219.84 TICKET WRITER PAPER RESUPPLY 303929 GNT7524 1210.6210 OFFICE SUPPLIES POLICE FIELD OPERATIONS/PATROL 219.84 11932 2/10/2017 122849 DAKOTA COMMUNICATIONS CENTER 74,799.00 POL DCC FEE-MARCH 304024 AV201703 12006249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 74,799.00 11933 2/10/2017 113547 ESS BROTHERS&SONS INC 39,825.00 COBBLESTONE PERGOLA 303884 XXI011 4940.6399 201616OG OTHER CHARGES 2007 GENERAL PARK IMPROVEMENTS 39,825.00 11934 2/10/2017 100491 GREATER TWIN CITIES UNITED WAY 43.27 CHARITABLE GIVING 303966 207171500136 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 43.27 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8:5735 Council Check Rcgisler by GL Page- 2 Council Check Register by Invoice&Summary 1/17/2017 -- 2/13/2017 Check H Date Amount Supplier/Explanation PO k Doc No Inv No Account No Subledger Account Description Business Unit 11934 2/10/2017 100491 GREATER TWIN CITIES UNITED WAY Continued... 11935 2/10/2017 103314 INNOVATIVE OFFICE SOLUTIONS 16.32 GLUE AND TAPE 303907 IN1471184 10356210 OFFICE SUPPLIES FINANCE 18.54 STAPLERS(2) 303907 IN1471184 1035 6210 OFFICE SUPPLIES FINANCE 123.32 BINDERS 303907 IN1471184 10156210 OFFICE SUPPLIES CITY CLERK/ELECTIONS 31.63 FIN LAMINATING POUCHES 303837 IN1475759 1035 6210 OFFICE SUPPLIES FINANCE 5.43 INSP DIVIDERS 303838 INI482957 14006210 OFFICE SUPPLIES INSPECTIONS MANAGEMENT 8.64 FIN SCREEN CLEANERS 303838 INI482957 1035 6210 OFFICE SUPPLIES FINANCE 13.72 HR PAPER,FNGRTPS 303838 INI482957 10206210 OFFICE SUPPLIES HUMAN RESOURCES I1.23 FIN BINDER,DIVIDERS 303834 IN1484881 10356210 OFFICE SUPPLIES FINANCE 7160 CARTRIDGE INK FOR SCANNER 303909 INL486439 52606210 OFFICE SUPPLIES ARENA 2 MANAGEMENT-HAYES 18.07 OFFICE SUPPLIES 303975 IN1486924 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 3.22 INSP INDEX DIVIDERS 303943 IN1492568 14006210 OFFICE SUPPLIES INSPECTIONS MANAGEMENT 116.25 FIN I IXI7 PAPER 303943 IN1492568 1035 6210 OFFICE SUPPLIES FINANCE 104,84 FIN OFFICE SUPPLIES 304053 IN1495939 1035.6210 OFFICE SUPPLIES FINANCE 54281 11936 2/10/2017 118099 JEFFERSON FIRE&SAFETY INC 3849.50 FIREFIGHTING HELMETS&LIGHTS 303903 233503 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 282.20 FIREFIGHTING HELMET PARTS 303830 233504 13306215 EQUIPMENT-PARTS FIRE OPERATIONS 4,131.70 11937 2/1020/7 100279 LAW ENFORCEMENT LABOR SERVICES 441.00 SERGEANT(#243)UNION DUES 303963 20717[500133 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,960.00 POLICE(#71)UNION DUES 303963 207171500133 9000,2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,401.00 11938 2/10/2017 138249 MINNESOTA ENVIRONMENTAL FUND 37.50 CHARITABLE GIVING 303958 2071715001314 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 37.50 11939 2/102017 100348 MTI DISTRIBUTING CO 25125 MOBILE SVC MAINT-SPENCER 303951 110127700 5140.6275 SCHOOLS/CONFERENCES/EXP LOCAL GOLFTRAINING 251,25 11940 2/10/21117 101319 MUNICIPAL LEGISLATIVE COMMISSION 10,500.00 MLC 2017 ANNUAL DUES 303908 20171 1015.6280 DUES&SUBSCRIPTIONS CITY CLERK/ELECTIONS 10,500.00 11941 2/10/201+ 122157 NELSON AUTO CENTER R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8:5735 Council Check Register by GL Page- 3 Council Check Register by Invoice&Summary 1/172017 — 2/13/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 11941 2/102017 122157 NELSON AUTO CENTER Continued... 30,40043 NEW UTILITY 2(4992) 303826 F37520 7405.1750.048 TRANSPOR EQUIPMNT-4 YRS VERF-FIRE BAL SHEET 30,400.43 11942 2/102017 111219 NORTHERN SAFETY TECHNOLOGY INC 14137 OPTICOM MODULE 303996 42992 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 141.37 11943 2/10/2017 118834 OPEN YOUR HEARTS 95.20 CHARITABLE GIVING 303956 2071715001312 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 95.20 11944 2/102017 100393 PUMP AND METER SERVICE INC 109.00 FUEL TANK PROBE-RPR 303985 79064 1540.6265 REPAIRS-EQUIPMENT CMF BUILDINGS&GROUNDS MNTC 109.00 11945 2/10/2017 100395 R&R SPECIALTIES OF WISCONSIN INC 34.50 ZAMBONI BLADE SHARPENING 303972 61665IN 5270.6265 REPAIRS-EQUIPMENT ARENA 2 EQUIPMENT MAINT-HAYES 76.60 OLYMPIA BLADE SHARPENING 303971 616751N 5215.6265 REPAIRS-EQUIPMENT ARENA 1 EQUIPMENT MAINTENANCE 111.10 11946 2/102017 121942 SPRINT 291.01 CELL PHONES-SPRINT-DEC 303827 691466141124 1330.6237 TELEPHONE/PAGERS FIRE OPERATIONS 291.01 11947 2/102017 118481 STONEBROOKE EQUIPMENT 1,004.83 #333&#363 CUTTING EDGES 303897 42895 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 1,004.83 11948 2/10/2017 100486 TWIN CITY GARAGE DOOR CO 26025 QP SHOP DOOR REPAIR 303947 476188 17306266 REPAIRS-BUILDING PARK BUILDING MAINTENANCE 260.25 11949 2/10/2017 118830 UHLCOMPANY,INC. 477.44 AVCC HEATER REPAIRS 303977 48642 1900.6266 REPAIRS-BUILDING AV COMMUNITY CENTER 477.44 11950 2/10/2017 121767 VARNER TRANSPORTATION 150.70 FREIGHT#1 304068 33330 50156550 FREIGHTONRESALEMDSE LIQUOR#1 STOCK PURCHASES 68.20 FREIGHT#3 304076 33331 50856550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 93.50 FREIGHT92 00045995 304072 33332 50556550 FREIGHT ON RESALE MDSE LIQUOR 92 STOCK PURCHASES R55CKR2 LOGIS 101 CITY OF APPLE VALLEY 2/9/2017 8:57:35 Council Check Register by GL Page- 4 Council Check Register by Invoice&Snmmary 1/17/2017 -- 2/13/2017 Check# Data Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 11950 2/10/2017 121767 VARNER TRANSPORTATION Canto nued... 375.10 FREIGHT#1 00045995 304069 33338 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 234.30 FREIGHT#3 00045995 304077 33339 5085 6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 79.20 FREIGHT#2 00045995 304073 33340 50556550 FREIGHT ON RESALE;MDSE LIQUOR#2 STOCK PURCHASES 346.50 FREIGHT#1 00045995 304071 33549 5015.6550 FREIGHT ON RESALE MDSE LIQUOR 91 STOCK PURCHASES 232.10 FREIGHT#3 304079 33550 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 128.70 FREIGHT#2 304075 33551 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 155.10 FREIGHT#1 00045995 304070 34296 50156550 FREIGHT ON RESALE MDSE. LIQUOR 91 STOCK PURCHASES 86.90 FREIGHT#3 00045995 304078 34297 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 71.50 FREIGHT92 00045995 304074 34298 5055.6550 FREIGHT ON RESALE MDSE LIQUOR 42 STOCK PURCHASES 2,021 80 272717 2/2/2017 150542 FRANKENSTEIN CREATIONS 540.00 MWF WACKY HAIR&TATTOO ARTIST 303800 20170125 1845.6249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROG GENERAL 540,00 272718 2/82017 101588 ISTLMELEWEESVENTURESLLC 12.99- IAI SALES TAXADJUST 303887 123931 5205 6540 TAXABLE MISC FOR RESALE ARENA 1 MANAGEMENT 12.99 ]At SALES TAX ADJUST 303887 123931 52002330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 844.15 AVSA CONCESSION PRODUCT 303887 123931 5205.6540 TAXABLE MISC FOR RESALE ARENA (MANAGEMENT 653.41 HAYES CONCESSION PRODUCT 303888 123932 5260.6540 TAXABLE MISC FOR RESALE ARENA 2 MANAGEMENT-HAYES 1497.56 272719 2/82017 100027 APACHE GROUP 4.33- AVCC DISCOUNT 303891 192946 1900.6333 GENERAL-CASH DISCOUNTS AV COMMUNITY CENTER 433.86 PAPER TOWELS FOR AVCC 303891 192946 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 429,53 272720 2/8/2017 137136 APPLEAWARDSINC 106.55 RETAPPLE/KEYJ.CARLSON 303788 49114 10256399 OTHER CHARGES EMPLOYEE RECOGNITION PARTY 106.55 272721 2/82017 100747 ARAMARKIINIFORMSERVICES INC 32.66 UNIFORM SERVICE 304036 1718632900 15306281 UNIFORM/CLOTHMG ALLOWANCE FLEET&BUILDINGS-CMF 54.39 UNIFORM SERVICE 304036 1718632900 16006281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 55.88 UNIFORM SERVICE 304036 1718632900 1710.6281 UNIFORM/CLOTHMG ALLOWANCE PARK MAINTENANCE MANAGEMENT 142.93 272722 2/8/2017 100609 ASPEN EQUIPMENT CO 402.00 PLOW CONTROL 303896 10173165 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 40100 PLOW CONTROL 303896 10173165 53456215 EQUIPMENT-PARTS WATER EQUIP/"'9ICLE/NIISC MNTC R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 85735 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summary 1/17/2017 -- 2/132017 Check Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272722 2/8/2017 100609 ASPEN EQUIPMENT CO Continued... 804.00 272723 2/8/2017 149649 AVBC,LLC 85,133.69 2ND HALF 2016 TIF PAYMENT 303935 20170130 47376397 DEVELOPER ASSISTANCE TIF 14 AV BUSINESS CAMPUS 85,133 69 272724 2/8/2017 100296 BREAKTHRU BEVERAGE MIN-BEER INC 2,652.45 BEER#2 00000105 304126 1090656442 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 1,215.50 BEER#I 00000105 304110 1090656767 5015.6530 BEER LIQUOR 91 STOCK PURCHASES 6,054.40 BEER43 00000105 304137 1090657532 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 103.40- CMBEER#1 00000105 304113 1090658106 5015.6530 BEER LIQUOR 91 STOCK PURCHASES 5L00 TAX#1 00000105 304113 1090658106 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 3,528.05 BEER#I 00000105 304113 1090658106 5015.6530 BEER LIQUOR#I STOCK PURCHASES 60.00- CMBEER#1 00000105 304114 1090658107 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 166.00 BEER41 00000105 304114 1090658107 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 2,448.50 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303979 1349016700 12106215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 178.60 R55CKU LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8:5735 Canned Check Register by GL Page- 7 Council Check Register by Invoice&Summary 1/17/2017 -- 2/13/2017 Check k Date Amount Supplier/Explanation PO k Doc No Inv No Account No Subledger Account Descnption Business Unit 272728 2/82017 150562 BULVER,THOMAS - Continued... 17,93 UB REFUND 13283 FINDLAY WAY 304056 201702036 5301.4997 WATER/SEWERACCT REFUNDS WATER&SEWER FUND REVENUE 17.93 272729 2/82017 116142 CARGILL INCORPORATED 3,137.63 ROAD SALT DELIVERED 303874 2903222635 16656229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 12,06578 ROAD SALT DELIVERED 303875 2903225246 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 1802.70 ROAD SALT DELIVERED 304032 2903233625 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 3,589.11 ROAD SALT DELIVERED 304033 2903235640 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 20,595.22 272730 2/82017 100319 CENTERPOINT ENERGY 12L45 DELANEY PK GAS BILL IAN 303854 55372148JAN17 1730.6256 UTILITIES-NATURALGAS PARK BUILDING MAINTENANCE 461.78 FIRE STN 3 GAS BILL IAN 303845 55533657JAN17 1340.6256 UTILITIES-NATURAL GAS FIRE BLDG&GROUNDS MNTC 256.17 LIQ2 GAS BILL IAN 303850 55533673JAN17 50656256 UTILITIES-NATURAL GAS LIQUOR N2 OPERATIONS 25105 VALLEY MID PK GAS BILL IAN 303860 55611420JAN17 1730.6256 UTILITIES-NATURAL GAS PARK BUILDING MAINTENANCE 416.59 REDWOOD GAS BILL JAN 303869 55612972JAN17 1930.6256 UTILITIES-NATURAL GAS REDWOOD POOL 112.26 WELL 2 GAS BILL JAN 303866 55675664JAN17 5320.6256 UTILITIES-NATURAL GAS WATER WELL/BOOSTER STN MNT/RPR 3,992.97 AVCC GAS BILL JAN 303867 55686299JAN17 19006256 UTILITIES-NATURALGAS AV COMMUNITY CENTER 1,740.03 OLD CH GAS BILL JAN 303870 55710299JAN17 20926256 UTILITIES-NATURAL GAS 14200 CEDAR AVE-OLD CITY HALL 904.89 CMF STRG BLD 2 GAS BILL JAN 303855 55793483JAN17 1540 6256 UTILITIES-NATURAL GAS CMF BUILDINGS&GROUNDS MNTC 106.76 GALAXIE PK GAS BILL JAN 303848 55848238JAN17 17306256 UTILITIES-NATURAL GAS PARK BUILDING MAINTENANCE 94.14 AV EAST PK GAS BILL IAN 303859 55851521JAN17 17306256 UTILITIES-NATURAL GAS PARK BUILDING MAINTENANCE 584.77 FIRE STN 2 GAS BILL JAN 303844 55851539JAN17 1340.6256 UTILITIES-NATURAL GAS FIRE BLDG&GROUNDS MNTC 238.46 WELL S GAS BILL JAN 303849 55851562JAN17 53206256 UTILITIES-NATURAL GAS WATER WELLBOOSTER STN MNT/RPR 32004 WELL 4 GAS BILL IAN 303857 55851604JAN17 5320.6256 UTILITIES-NATURAL GAS WATER WELL/BOOSTER STN MNT/RPR 4,220.56 WTP GAS BILL JAN 303865 55877872JAN17 53256256 UTILITIES-NATURAL GAS WATER TREATMENT FCLTY MNTC/RPR 133.37 WELL I GAS BILL IAN 303851 55887046JAN17 53206256 UTILITIES-NATURAL GAS WATER WELLBOOSTER STN MNT/RPR 1,364.89 FIRE STN 1 GAS BILL IAN 303868 55888184JAN17 1340.6256 UTILITIES-NATURAL GAS FIRE BLDG&GROUNDS MNTC 2,82535 IA2 GAS BILL JAN 303843 55978928JAN17 5265.6256 UTILITIES-NATURAL GAS ARENA 2 BLDG MAINTENANCE-HAYES 2,315.04 CMF STRG BLD 1 GAS BILL JAN 303847 56034416JAN17 1540.6256 UTILITIES-NATURAL GAS CMF BUILDINGS&GROUNDS MNTC 14179 HAGEMEISTER PK GAS BILL JAN 303861 56100324JAN17 1730.6256 UTILITIES-NATURAL GAS PARK BUILDING MAINTENANCE 777.58 LIQI GAS BILL JAN 303856 56265598JAN17 5025.6256 UTILITIES-NATURAL GAS LIQUOR kI OPERATIONS 23144 TEEN CTR GAS BILL IAN 303853 56281637JAN17 1730.6256 UTILITIES-NATURAL GAS PARK BUILDING MAINTENANCE 23142 SWIMGASBILLJAN 303846 56284078.IAN17 1940.6256 UTILITIES-NATURAL GAS AQUATIC SWIM CENTER 94.14 HUNTINGTON PK GAS BILL JAN 303858 56346620JAN17 1730.6256 UTILITIES-NATURAL GAS PARK BUILDING MAINTENANCE 772.96 CMF STRG BLD 3 GAS BILL JAN 303852 56696487JAN17 1540.6256 UTILITIES-NATURAL GAS CMF BUILDINGS&GROUNDS MNTC 20.59 460 REFLECTION RD GAS BILL IAN 303864 75761361JAN17 5380.6256 UTILITIES-NATURAL GAS SEWER LIFT STN REPAIR&MNTC 337.21 SWIM PKGAS BILLJAN 303862 79512695JAN17 19406256 UTILITIES-NATURAL GAS AQUATIC SWIM CENTER 894.93 HCSC GAS BILL JAN 303863 79615332JAN17 /9206256 UTILITIES-NATURAL GAS SENIOR CENTER 15.00 UTIL SAN LIFT 2 GEN GAS IAN 303872 91747147JAN17 53806256 UTILITIES-NATURAL GAS SEWER LIFT STN REPAIR&MNTC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 2/9/2017 8:5735 Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 1/17/2017 -- 2/13/2017 Check# Dun, Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272730 2/8/2017 100319 CENTERPOINT ENERGY Continued... 1,486.02 GOLF GAS BILL IAN 303871 96338967JAN17 5110.6256 UTILITIES-NATURAL GAS GOLF CLUBHOUSE BUILDING 25 463.65 272731 2/8/2017 101720 CENTERPOINT ENERGY SERVICES INC 2,771.66 IAI NAT GAS IAN 303840 3381452 5210.6256 UTILITIES-NATURAL GAS ARENA I BUILDING MAINTENANCE 3,257.25 CMF NAT GAS JAN 303841 3381462 1540.6256 UTILITIES-NATURAL GAS CMF BUILDINGS&GROUNDS MNTC 3,435.66 CH NAT GAS IAN 303842 3381472 10606256 UTILITIES-NATURAL GAS MUNICIPAL BLDG&GROUNDS MNTC 9,464 57 272732 2/82017 100878 CHARTER COMMUNICATIONS 158- IAI SALES TAX ADJUST 304064 835230604010513 52056237 TELEPHONE/PAGERS ARENA I MANAGEMENT OJAN17 1.58 IAI SALES TAX ADJUST 304064 835230604010513 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET OIAN17 23.76 AVSA CABLE-JAN 304064 835230604010513 5205.6237 TELEPHONE/PAGERS ARENA IMANAGEMENT OJAN17 2.63- CH SALES TAX ADJUST 303934 835230604016143 10606237 TELEPHONEIPAGERS MUNICIPAL BLDG&GROUNDS MNTC OJAN17 263 CH SALES TAX ADJUST 303934 835230604016143 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET OJAN17 39.60 CABLE TV-ACT CENTER-JAN 303934 835230604016143 1060.6237 TELEPHONE/PAGERS MUNICIPAL BLDG&GROUNDS MNTC OJAN17 429.29 WIFI MONTHLY FEE-JAN 303878 835230604053823 5270.6237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING IJAN17 400.74 W IFI MONTHLY FEE-JAN 303877 835230604053824 5110.6237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 93AN17 893 39 272733 2/8/2017 150038 COLOSPRING GRANITE COMPANY 225 00 NICHE PLATE-V FELMLEE 304034 2050472A 5605.6325 COLUMBARIUM CEMETERY 225.00 272734 2/8/2017 101431 COMMUNITY HEALTH CHARITIES 10889 CHARITABLE GIVING 303954 2071715001310 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 10889 272735 2/8/2017 142662 CONVENTION&VISITORS BUREAU 6,673.96 LODGINGTAX-DECEMBER2016 304023 20170202 70056319 REIMBURSEMENT OF REV COLL FOR LODGING TAX 6,673.96 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8:5735 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 1/17201 — 2//32017 Check# Date Amount Supplier/Explanation PO Doc No Inv No Account No Subledger Account Description Business Unit 272736 282017 101084 DAKOTA COUNTY FIRE CHIEFS ASSN Cou6nued... 75.00 2017 DCFCA DUES 303787 20170106 13006280 DUES&SUBSCRIPTIONS FIRE MANAGEMENT 75.00 272737 282017 100141 DICKS VALLEY SERVICE 172.70 DWI IMPOUND 303927 162557 12156249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 172.70 DWI IMPOUND 303923 164333 12156249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 172.70 DWI IMPOUND 303924 165876 12156249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 172.70 DWI IMPOUND 303925 165942 1215.6249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 17270 DWI IMPOUND 303928 167188 1215.6249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 172.70 DWIIMPOUND 303926 171284 1215.6249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 1,036.20 272738 2/8/2017 100562 DIESEL COMPONENTS INC 9.02 LT PLANT INJECTER SEALS 303997 5145895 53456215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 9.02 272739 282017 IN434 DOUGHERTY MOLENDA SOLFEST HILLS&BAUER 26,580.18 POL PROSECUTION SVC-FEB 303836 66112720217 10556231 LEGAL SERVICES LEGAL PROSECUTING ATTORNEY 13,710.33 GEN CIVIL LEGAL SVC-FEB 303835 66112730217 10506231 LEGAL SERVICES LEGAL GENERAL.SERVICES 40,290.51 272740 2/8/2017 117768 DRAIN PRO PLUMBING 3,575.75 RPL.WATER HEATER-MC 303894 47551 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 3,575.75 272741 28/2017 100157 FACTORY MOTOR PARTS CO 2694 BRK FLUID/FUSES 303988 15169892 1530.6215 EQUIPMENT-PARTS FLEET&BUILDINGS-CMF 36.00 OIL 303988 15169892 17656212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 26.98 HYD FITTINGS 303989 15169963 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 27.00 HYD FITTINGS 303989 15169963 1765 6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 7.44 9344 LIGHT 303998 24356898 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 44.83 FUSES PS FLUID. 303987 75248632 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONSIPATROL 178.32 BULBS WIPERS 303987 75248632 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 347.51 272742 2/82017 100166 FEDEX 5649 DELIVERY CHGS-MN SENIOR LIVING 303876 568629048 1035.6238 POSTAGE/UPS/FEDEX FINANCE 56.49 272743 28/2017 IN420 FISCHER MINING,LLC R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8.5735 Cormcil Check Registwby GL Page- 10 Council Check Register by Invoice&Summary 1/17/2017 -- 2/13/2017 Check# Date Amount Supplier/Explanation PO# Doc No In,No Account No Subledger Account Description Business Unit 272743 2/8/2017 100420 FISCHER MINING,LLC Continued... 360.00 FILL DISPOSAL 304040 110781 5330.6240 CLEANING SERVICE/GARBAGE REMOV WTR MAIN/HYDRANT/CURB STOP MET 360.00 272744 2/8/2017 110262 FRIEDGES CONTRACTING CO.LLC 5,118.13 157TH ST&JCRR PMT#6 304021 20161231 2027.6810 2015103R CONSTRUCTION IN PROGRESS ROAD ESCROW 5,118.13 272745 2/82017 100282 G&KSERVICES 371.28 NAPKINS,TABLE CLOTHES 303942 1013316400 5120.6240 CLEANING SERVICE/GARBAGE REMOV GOLF KITCHEN 34.56 UNIFORMS 303941 1013316401 51206240 CLEANING SERVICE/GARBAGE REMOV GOLF KITCHEN 41.12 CMF RUG SERVICE 304035 1182322363 1540.6240 CLEANING SERVICE/GARBAGE REMOV CMF BUILDINGS&GROUNDS MNTC 446.96 272746 2/82017 100188 GACKSTETTER,PAMELA 200.00 IIMC CONE MONTREAL-GACKSTETTER 304009 20170206 1015.6278 SUBSISTENCE ALLOWANCE CITY CLERK/ELECTIONS 200.00 272747 2/8/2017 100209 GOPHER STATE ONE-CALL 230.85 GSOC LOCATES-JAN 304047 7D10159 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 43.20 GSOC LOCATES ELEC-JAN 304047 7010159 5805.6237 TELEPHONEIPAGERS STREET LIGHT UTILITY FUND 274.05 272748 2/82017 100217 GRAINGER 150.48 AIR RELIEF PARTS 303983 9340775510 5380.6215 EQUIPMENT-PARTS SEWER LIFT STN REPAIR&MNTC 150.48 272749 2/8/2017 150543 GROUP HEALTH INC-WORKSITE 26000 MEDICAL-2017 EAP JANUARY 303911 W813440 90002115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 260.00 272750 2/82017 121538 HAAHEIM,ROBERT 86,66 UB REFUND 13302 ELLICE CT 304055 20170203D 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 86.66 272751 2/8/2017 147493 HARRIS SERVICE 229.39 REPL SPARK IGNITORS 303950 5070/2461 5110.6266 REPAIRS-BUILDING GOLF CLUBHOUSE BUILDING 229.39 272752 2/82017 101169 HAWKINSINC 432.00 CHEMICALS 303921 4013597M 5325.6214 CHEMICALS WATER TREATMENT FCLTY NINTC/RPR R55CKR2 LOGISHU CITY OF APPLE VALLEY 2/92017 8:57.35 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 1/17/2017 -- 2/132017 Check# Date Amount Supplier/Explanation PDX Doc No Inv No Account No Subledger Account Description Business Unit 272752 2/8/2017 101169 HAWKINS INC Continued... 432.00 272753 2/8/2017 100231 HOHENSTEINS INC 54DO- CMBEER#1 00005574 304084 2189469 5015.6530 BEER LIQUOR#I STOCK PURCHASES 12 DO- CMBEER#2 00005574 304088 219191 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 825- CMBEER#I 00005574 304081 219193 50156530 BEER LIQUOR 41 STOCK PURCHASES 54.00- CMBEER93 00005574 304095 219207 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 404.50 BEER#3 00005574 304101 574226 50856530 BEER LIQUOR 93 STOCK PURCHASES 604.50 BEER#1 00005574 304086 574228 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 692.00 BEER#3 00005574 304094 869242 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 159,00 BEER#2 00005574 304089 869243 50556530 BEER LIQUOR 42 STOCK PURCHASES 256.85 BEER#I 00005574 304080 869428 50156530 BEER LIQUOR XI STOCK PURCHASES 127.00 BEER42 00005574 304090 870384 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 555.00 BEER#I 00005574 304082 870429 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 539.00 BEER#3 00005574 304096 870452 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 30.00 TAX43 00005574 304097 870452 5085.6540 TAXABLE MISC FOR RESALE LIQUOR 43 STOCK PURCHASES 1060.50 BEER#I 00005574 304083 871601 5015.6530 BEER LIQUOR 41 STOCK PURCHASES 1,03850 BEER#3 00005574 304098 871631 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 30000 BEER92 00005574 304091 871632 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 2,006.95 BEER#3 00005574 304100 872795 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 306.50 BEER92 00005574 304092 872796 5055.6530 BEER LIQUOR 42 STOCK PURCHASES 1,190.00 BEER#1 00005574 304085 872797 50156530 BEER LIQUOR XI STOCK PURCHASES 617.50 BEER#2 00005574 304093 874227 5055.6530 BEER LIQUOR 02 STOCK PURCHASES 68.00 BEER#1 00005574 304087 874680 5015.6530 BEER LIQUOR 91 STOCK PURCHASES 9,82]55 272754 2/8/1017 101105 HPINC 1,242.32 WORKSTATIONS(2) 303937 58085320 1030.6725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 1,242.32 272755 2/8/2017 116232 ICMA MEMBERSHIP RENEWALS 915.20 20171CMAMEMBERSHIP-C GRAWE 304037 20170206 1010.6280 DUES&SUBSCRIPTIONS ADMINISTRATION 915,20 272756 2/8/2017 100244 INDUSTRIAL UNIFORM CO LLC 91.94 JACKET-R ZELLMER 303904 E81409 1600.6281 UNIFORNUCLOTHING ALLOWANCE STREET MANAGEMENT 91.94 272757 2/82017 116698 INSIGHT PUBLIC SECTOR 652.90 MEMORY AND BLU RAY BURNERS(2) 303936 1100515960 1030.6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8:5735 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 1/17/2017 -- 2/13/2017 Check k Date Amount Supplier/Explanation PO N Doc No Inv No Account No Subledger Account Descnption Business Unit 272757 2/8/2017 116698 INSIGHT PUBLIC SECTOR Continued... 652.90 272758 2/8/2017 101796 INTERSTATE BATTERY SYSTEM OF MINNEAPOLIS 45.00- BATTERY CORE(CREDIT) 304000 220042333 1530.6216 VEHICLES-TIRES/BALITRIES FLEET&BUILDINGS-CMF 211.15 BATTERIES SQD CARS 304000 220042333 1210.6216 VEHICLES-TIRES/BATTERIES POLICE FIELD OPERATIONSIPATROL 166.15 272759 2/82017 118232 JOHN DEERE FINANCIAL 384.94 FILTERS FOR 1D TRACTORS 304011 P82202 1765 6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE Supplier 100608 FRONTIERAG&TURF 384,94 272760 2/8/2017 150528 JOHNSON,LINDSEY 76.37 UB REFUNDS 14182 GARLAND 303790 20170127A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 76.37 272761 2/8/2017 120273 KENNEDY&GRAVEN CHARTERED 4125 LEGAL FEES CABLE FRAN RWL-DEC 304016 135333 2012.6231 LEGAL SERVICES CABLE"N JOINT POWERS 41.25 272762 2/8/2017 145176 KIESLER'S POLICE SUPPLY INC 492.00 BLANK TRAINING AMMO 304018 817491 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 492.00 272763 2/82017 150.563 KOEP,JED 125.89 UB REFUND 13814 GLADIOLA WAY 304057 20170203C 53014997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 125.89 272764 2/8/2017 144985 KONICA MINOLTA BUSINESS SOLUTIONS 7.88 KIP 700 EXCESS METER USAGEOAN 304052 243796764 14006265 REPAIRS-EQUIPMENT INSPECTIONS MANAGEMENT 47.36 KIP 700 MONTHLY MAINT-FEB 304051 243900450 14006265 REPAIRS-EQUIPMENT INSPECTIONS MANAGEMENT 55.24 272765 2/8/2017 129571 KRIS ENGINEERING INC 267.36 CURBRUNNERS FOR PLOW TRUCKS 304008 27980 1665 6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 267.36 272766 2/82017 100281 LEAGUEOFMN CITIES 61.20 MN CITY OFFICIALS DIRECTORY 304006 20170203 1015.6280 DUES&SUBSCRIPTIONS CITY CLERK/ELECTIONS 61.20 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8:57:35 Council Check Register by GL Page- 13 Council Check Register by Invoice&Sommary 1/17/2017 -- 2/13/2017 Check k Date Amount Supplier/Explanation PON Doc No Inv No Account No Subledger Account Description Business Unit 272766 2/8/2017 100281 LEAGUE OFMN CITIES Continued... 272767 2/8/2017 101616 LMC INSURANCE TRUST 3,311.05 CLAIM OL25443-GEORGE MOORE 303922 1913 72056399 OTHER CHARGES INSURANCE CLAIMS 3,311.05 272768 2/8/2017 116371 LOFFLER COMPANIES INC(CONT INV) 10100 PRINTER MAINT.-TONER 304005 2437124 1200.6265 REPAIRS-EQUIPMENT POLICE MANAGEMENT 101 00 272769 2/8/2017 150559 LUBE-TECH 44.79 5GAL BUCKET PUMP 304001 13334 5345.6211 SMALL TOOLS&EQUIPMENT WATER EQUIPNEHICLE/MISC MNTC 44.79 272770 2/8/2017 145429 LUBE-TECH&PARTNERS,LLC 259.16- RETURN BAR OIL 302164 36389 16306212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 444.84 GEN.OIL 303900 886695 53456212 MOTOR FUELS/OILS WATER EQUIPNEHICLE/MISC MNTC 185,69 272771 2/812017 100293 MACQUEEN EQUIPMENT 87.32 SWEEPER PARTS 304002 P03916 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 87.32 271772 2/8/2017 121624 MBL MANAGEMENT SERVICES 128.44 UB REFUND 15845 FOLIAGE AVE 304054 20170203A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 128.44 272773 2/8/2017 100309 MENARDS 8.91 XMAS WREATH WRAPPING 303906 11720 1625.6229 GENERAL SUPPLIES STREET RING ROUTE MAINT 82.91 MISC REEL TOOLS 303984 11721 5330.6211 SMALL TOOLS&EQUIPMENT WTR MAIN/HYDRANT/CURB STOP MET 5.94 XMAS WREATH WRAPPING 303905 11732 1625 6229 GENERAL SUPPLIES STREET RING ROUTE MAINT 13.98 CONC BIT FOR MH REP 304030 11745 53756211 SMALL TOOLS&EQUIPMENT SEWER MAINTENANCE AND REPAIR 127.79 SUPPLIES 303792 11810 t330.6229 GENERALSUPPLIES FIRE OPERATIONS 3.31 TOILET REPAIRS 303946 11890 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 7.47 PARK SIGN CONST. 303944 11892 1720 6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 17.38 AVCC SUPPLIES 304060 12083 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 5.25- GOLFUSETAX 304063 12084 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 5.25 GOLFUSETAX 304063 12084 5145.6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 76.33 LUMBER 304063 12084 5145.6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 41.66 MAINTENANCE ITEMS 304007 12089 10606229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 199 PAINT PROJECT 304014 12092 17306229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8:5735 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 1/17/2017 -- 2/13/2017 Check N Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272773 2/82017 100309 MENARDS Confinued... 9.98 WTP EXTEN CORD 3 OUTLET 304028 12136 5325.6211 SMALL TOOLS&EQUIPMENT WATER TREATMENT FCLTY MNTC/RPR 321.52 1CRPW SIGN 304059 12140 1720,6229 GENERALSUPPLIES PARK GROUNDS MAINTENANCE 58.60 CLEANING SUPPLIES 304026 12142 5210.6229 GENERALSUPPLIES ARENA 1 BUILDING MAINTENANCE 631- GOLF USE TAX 304062 12200 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 631 GOLF USE TAX 304062 12200 51556215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 9187 MOWER PARTS 304062 12200 5155.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 31.57 LIGHTING REPAIR AV-EAST 304012 12253 1730.6229 GENERALSUPPLIES PARK BUILDING MAINTENANCE 901.21 272774 2/8/2017 123290 METAL SUPERMARKETS 21 35 VERSITILE SKID SHOES 304013 23102511001814 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 21.35 272775 2/8/2017 100311 METRO COUNCIL ENVIRONMENTAL SVCS 241,782.82 WASTEWATER SVC-MARCH 304025 1063749 5380.6317 METRO WASTE CONTROL PAYMENT SEWER LIFT STN REPAIR&MNTC 241,782 82 272776 2B/2017 100849 METRO VOLLEYBALL OFFICIALS ASSN 256.50 VB OFFICIALS 1/16/17 303980 5089 1860.6235 CONSULTANT SERVICES REC VOLLEYBALL 256.50 VB OFFICIALS I/23/17 303981 5096 1860.6235 CONSULTANT SERVICES REC VOLLEYBALL 256.50 VB OFFICIALS I/30/17 303982 5104 1860.6235 CONSULTANT SERVICES REC VOLLEYBALL 769.50 272777 2/8/2017 128973 MIKE'S SHOE REPAIR INC 114.00 TURNOUT GEAR REPAIR 303831 1112017 13306265 REPAIRS-EQUIPMENT FIRE OPERATIONS 114.00 272778 2/8/2017 100693 MN FIRE SERVICE CERTIFICATION BOARD 11500 FIRE INSTR I CERT EXAM-SOLE 303829 4558 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 11500 FIRE OFFICER I CERT EXAM 303828 4578 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 230.00 272779 2/82017 148952 MN RURALWATER ASSOCIATION 125.00 MRWA CROSS CONNECTION-KRINGS 304010 20161020 53156275 SCHOOLS/CONFERENCES/EXP LOCAL WATER TRAINING/SCHOOL/MEETINGS 125.00 MRWA CROSS CONNECTION-ZIMMERAIA 304010 20161020 5315.6275 SCHOOLS/CONFERENCES/EXP LOCAL WATER TRAINING/SCHOOL/MEETINGS 250.00 272780 2/8/2017 101350 MN WOMEN IN CITY GOVERNMENT 25.00 DUES MWCG FOR HAMANN-ROLAND 304015 20170203 10056280 DUES&SUBSCRIPTIONS MAYOR/CITY COUNCIL 25,00 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8:57:35 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 1/17/2017 -- 2/13/2017 Check# Date Amount Supplier/Explanation PON Doc No Inv No Account No Subledger Account Description Business Unit 272780 2182017 101350 MN WOMEN IN CITY GOVERNMENT Confined... 272781 2/82017 128462 MUSCO SPORTS LIGHTING,LLC 454.46 JCRPW RINK BULBS(6) 303890 292507 1725.6229 GENERAL SUPPLIES PARK ICE RINK MAINTENANCE 454.46 272782 2/82017 101199 NCPERS MINNESOTA 704.00 PERA LIFE DED I/2017 304099 3149217 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 704.00 272783 2/8/2017 102192 NELSON,MELISSAR 38.05 MILEAGE&MEAL REIMBURSEMENT 303912 20170125 1205.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE RECORDS UNIT 38.05 272784 2/82017 130697 NELSON,ZACIARYL 53.98 JEANS-2 PR-NELSON 303914 20170120 5365.6281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/REPORTS/DATA ENTRY 53.98 272785 2/82017 150544 NEW DIRECTION IRA INC 24.74 UB REFUND 108 PONY LN 303832 201701270 53014997 WATERISEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 24.74 272786 2/82017 149240 NORTH,BARBARA 120.00 UB REFUND 15838 GRIFFON PATH 303833 201701278 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 120.00 272787 2/8/2017 131227 PALOMINO PET HOSPITAL 28600 MONTHLY IMPOUND FEES-JAN 303976 56375 1295.6249 OTHER CONTRACTUAL SERVICES COMMUN SERVICE OFFICERS(CSO) 286.00 272788 2/8/2017 100886 PARK SUPPLY OFAMERICA INC 279.22 TOOLS&REPAIR SUPPLIES 303949 211382600 1900.6229 GENERALSUPPLIES AV COMMUNITY CENTER 279.22 272789 2/82017 109091 PETERSON,JAY 52.94 JAN MILEAGE-PETERSON 304027 20170131 5205.6277 MILEAGE/AUTO ALLOWANCE ARENA 1 MANAGEMENT 52,94 272790 2/8/2017 141723 PRECISE MRM LLC 351.34 DATA PLAN GPS.TRKS-DEC 304003 IN2001011588 1630.6249 OTHER CONTRACTUAL SERVICES STREET EQUIPMENT MAINTENANCE 35134 R55CKR2 LOGI3101 CITY OF APPLE VALLEY 2/9/2017 8:57:35 Council Check Regime,by GL Page- 16 Council Check Register by Invoice&Summary 1/17/2017 -- 2/132017 Check 9 Date Amount Supplier/Explanation PO k Doc No Inv No Account No Subledger Account Descnption Business Unit 272790 2/82017 141723 PRECISE MRM LLC Continued... 272791 2/8/2017 100673 RED WING SHOE STORE I%Al BOOTS.JJENSEN 304050 8724 16006281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 20000 BOOTS-C BREITUNG 304050 8724 5365.6281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/REPORTS/DATA ENTRY 39641 272792 2/8/2017 100165 RIVER COUNTRY COOPERATIVE 909.53 PROPANE 303892 4556 5110.6257 UTILITIES-PROPANE/WATER/SEWER GOLF CLUBHOUSE BUILDING 909,53 272793 2/8/2017 100405 RMR SERVICES INC 1,68120 DEC METER READING(3736) 304019 20179002 5303 6249 OTHER CONTRACTUAL SERVICES UTILITY BILLING 1586.70 JAN METER READING(3526) 304020 20170003 53036249 OTHER CONTRACTUAL SERVICES UTILITY BILLING 3,267,90 272794 2/8/2017 128228 SCHYMA,DANIEL 6.54 MEAL REIMBURSEMENT FOR TRNG 303913 20170125 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 6.54 272795 2/8/2017 100437 SHERWIN WILLIAMS CO 44.64 AVCC PAINT 304058 1236 19006229 GENERAL SUPPLIES AV COMMUNITY CENTER 16460 AVCC PAINT 304061 49526 19006229 GENERAL SUPPLIES AV COMMUNITY CENTER 209.24 272796 2/82017 100447 SOUTH RIVER HEATING&COOLING INC 607.53 AFS I THERMOSTAT REPLACED 303902 1717425 1340 6266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC 978.95 MC HVAC BOILER REPAIR 304038 1717435 10606266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 586.48 272797 2/82017 149062 SPECIALIZED ENVIRONMENTAL TECH-MSW 151.52 GARBAGE DISPOSAL-DEC 304065 21006 1720 6240 CLEANING SERVICE/GARBAGE REMOV PARK GROUNDS MAINTENANCE 151.52 272798 2/8/2017 137382 SPECIALIZED ENVIRONMENTAL TECHNOLOGIES 1,575.00 SWEEPING LEAVES.DISPOSAL 304031 20612 1610.6240 CLEANING SERVICE/GARBAGE REMOV STREET/BOULEVARD REPAIR&MNTC 82.50 STREET SWEEPING LEAVES DISPOSA 304048 21005 5505.6240 CLEANING SERVICE/GARBAGE REMOV STORM DRAIN MNTC/RPR/SIJMPS 1,657.50 272799 2/82017 139811 SRFCONSULTING GROUP 1,339.99 TRAFFIC REVIEW 303898 10209001 4502.6235 201612OG CONSULTAN T'SERVICES IMPROVEMENT'ASSESSED R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 857:35 Council Check Register by GL Page_ 17 Council Check Register by Invoice&Summary 1/17/2017 -- 2/13/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272799 2/8/2017 139811 SRFCONSULTINGGRGUP Continued... 1,339.99 272800 2/8/2017 100788 ST CROIX RECREATION RUN PLAYGROUNDS 15,686.00 SWINGSET-COBBLESTONE PK 303978 19216 4940.6399 2DI616OG OTHER CHARGES 2007 GENERAL PARK IMPROVEMENTS 15,68600 272801 2/82017 147984 SWAGIT PRODUCTIONS,LLC 69500 MEETING WEBSTREAM SERV JAN 304049 8432 4802.6235 CONSULTANT SERVICES CABLE TV-SPECIAL REVENUE 695,00 272802 2/8/2017 150221 SWENKE IMS CONTRACTING LLC 25,377.02 NORTHCREEK UNDERPASS PMT#4 304022 20161231 2027.6810 2015117G CONSTRUCTION IN PROGRESS ROAD ESCROW 25.377.02 272803 2/8/2017 101753 SYSCO MINNESOTA,INC 23063 COFFEE,CREAMER,JUICE 303879 147065675 5120.6421 GOLF-NON ALCOHOLIC BEVERAGES GOLF KITCHEN 316.30 DISPOSABLECUPS 303879 147065675 51206229 GENERAL SUPPLIES GOLF KITCHEN 385.38 FOOD 303879 147065675 51206420 GOLF-FOOD GOLF KITCHEN 932.31 272804 2/8/2017 121597 TERMINAL SUPPLY CO 36.50 MISC CONNECTORS/WIRE 303986 8166700 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 36.45 MISC CONNECTORS/WIRE 303986 8166700 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC hINTC 72.95 272805 2/8/2017 142499 TITAN MACHINERY 985.96 SWEEPSTER REPAIR 303885 8885697GP 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 985.96 272806 2/82017 100478 TRANSALARMINC 599- CMF SALES TAX ADJUST 304029 94382690 15406249 OTHER CONTRACTUAL SERVICES CMF BUILDINGS&GROUNDS MNTC 5.99 CMF SALES TAX ADJUST 304029 94392690 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 89.99 FIRE MONITORING 2/174/17 304029 94382690 15406249 OTHER CONTRACTUAL SERVICES CMF BUILDINGS&GROUNDS MNTC 89.99 272807 2/82017 100489 UNIFORMS UNLIMITED 78.99- NEW OFFICER UNIFORM-CREDIT 302194 521581 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 404.72 RECORDS UNIFORMS-NELSON 304017 548421 1205.6281 UNIFORM/CLOTHING ALLOWANCE POLICE RECORDS UNIT 56.99 NEW OFFICER UNIFORMS-HINKLE 303974 561631 1210.6281 UNIFORNUCLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 95.97 NEW EMPLOYEE UNIFORMS-CLIFTON 303973 562731 1205.6281 UNIFORM/CLOTHING ALLOWANCE POLICE RECORDS UNIT R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8.57:35 Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 1/17/2017 -- 2/13/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Desenption Business Unit 272807 2/82017 100489 UNIFORMS UNLIMITED Continued... 478.69 272808 2/82017 117062 WEISS,TODDR 58.00 JEANS-2PR-WEISS 303839 20170/25 1900.6281 UNIFORM/CLOTHING ALLOWANCE AV COMMUNITY CENTER 5800 272809 2/8/2017 122208 WESTSTPAUL,CITVOF 2.392.16 VOLUNTEER COORDINATOR 2016 QT4 303901 20170027 1020.6399 OTHER CHARGES HUMAN RESOURCES 2,392.16 272810 2/8/2017 149718 WONDERLIC INC 31.12 WONDERLIC PAPER TESTS 303789 6432663 10206235 CONSULTANT SERVICES HUMAN RESOURCES 31.12 272811 2/8/2017 150545 XAVAVONG,DORKTERY 17.39 UB REFUND 14502 EMBASSY 303791 20170127D 53014997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 1739 272812 2/82017 102620 ZARNOTH BRUSH WORKS INC 616.80 BROOM REFILLS 303889 163216IN 17656215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 616.80 272813 2/82017 100527 ZEP SALES&SERVICE 628.59 CMF HAND&FLOOR SOAP 303893 9002636429 1540.6229 GENERAL SUPPLIES CMF BUILDINGS.&GROUNDS MNTC 628.59 272814 2/8/2017 100528 ZIEGLERINC 242.40 EDGES FOR NEW LOADER 303057 PC001839998 1665 6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 20.00 TAILLIGHTASSY 303320 PC001852975 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 18047 352 TAIL LT ASSY BU ALARM 303995 PC001854595 16346215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 643.48- CREDIT ON LOADER EDGES 302881 FROM 153179 1665 6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 442.43 HYD.REPAIRS#351 303895 SW140155298 16306265 REPAIRS-EQUIPMENT STREET EQUIPMENT MAINTENANCE 241.82 20170152 1/17/2017 120679 USBANKPCARD .57- SALES TAX- PACTH REMOVAL 303366 240133963640040 1200.6281 UNIFORM/CLOTHING ALLOWANCE POLICE MANAGEMENT 90032508 .57 SALES TAX-PATCH REMOVAL 303366 240133963640040 10002330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 90032508 857 PATCH REMOVAL 303366 240133963640040 12006281 UNIFORM/CLOTHING ALLOWANCE POLICE MANA'"ENT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 2/9/2017 8:57:35 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summery 1/17/2017 -- 2/13/2017 Check k Date Amount Supplier/Explanation PO 9 Doc No Inv No Account No Subledger Account Description Business Unit 20170152 147/20/7 120679 IIS BANK P CARD Continued... 90032508 Supplier 116502 3 GUYS SEWING(PCARD) 62.00 COMMITTEE RECOG PLAQUES(2) 303374 240710570059871 1700.6239 PRINTING PARK&RECREATION MANAGEMENT 24935419 Supplier 148072 DAKOTA AWARDS&ENG(PCARD) 15.23- UTIL SALES TAX ADJUST 303391 241382963667080 5345.6211 SMALL TOOLS&EQUIPMENT WATER EQUIPNEHICLE/IvIISC MNTC 00097555 15.23 UTIL SALES TAX ADJUST 303391 241382963667080 53002330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 00097555 229.05 REPL TOOLS 303391 241382963667080 5345.6211 SMALL TOOLS&EQUIPMENT WATER EQUIPNEHICLE/NIISC MNTC 00097555 Supplier 143792 SEARS(PCARD) 5.70- POL SALES TAX ADJUST 303414 241640763581050 1200.6211 SMALL TOOLS&EQUIPMENT POLICE MANAGEMENT 01184776 5.70 POL SALES TAX ADJUST 303414 241640763581050 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 01184776 95.66 LIGHTNING CHARGERS FOR]PHONES 303414 241640763581050 1200.6211 SMALL TOOLS&EQUIPMENT POLICE MANAGEMENT 01184776 Supplier 132732 STAPLES(PCARD) 12.73 TARGETS/CLAY PIGEONS 303402 242263863590910 1255.6229 GENERAL SUPPLIES POLICE GUN RANGE 08380534 5.28 HAYES CONCESSION PRODUCT 303398 242263863660910 5260.6540 TAXABLE MISC FOR RESALE ARENA MANAGEMENT-HAYES 01192275 7.04 AVSA CONCESSION PRODUCT 303398 242263863660910 5205.6540 TAXABLE MISC FOR RESALE ARENA 1 MANAGEMENT 01192275 Supplier 102101 WAL-MART(PCARD) 3.56- CRIME PREV.TABLE SALES TAX 303390 242263870044000 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 08530989 3.56 CRIME PREY TABLE SALES TAX 303390 242263870044000 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 08530989 53.54 CRIME PREV TABLE 303390 242263870044000 12006229 GENERAL SUPPLIES POLICE MANAGEMENT 08530989 Supplier 149714 SAMS CLUB(PCARD) 220.00 NORDQUIST ULI'17 MEMBERSHIP 303395 243268870052061 1100.6280 DUES&SUBSCRIPTIONS DEV MANAGEMENT 66203039 220.00 HAMANN-ROLAND ULI MEMBERSHIP 303396 243268870052061 1100.6280 DUES&SUBSCRIPTIONS DEV MANAGEMENT 66203070 Supplier 139977 URBAN LAND INSTITUTE(PCARD) 2137- AFS3 TRAINING MOUNT SALES TAX 303372 243990063642950 13106215 EQUIPMENT-PARTS FIRE TRAINING R55CKR2 LOGIS101 CITY OF APPLE VALLEY 2/92017 8.5735 Coined Check Register by GL Page- 20 Council Check Register by Invoice&Summary 1/17/2017 -- 2/13/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20170/52 1/1720/7 120679 USBANKPCARD Continued... 58025513 21.37 AFS3 TRINING MOUNT-SALES TAX 303372 243990063642950 10002330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 58025513 321.36 AFS3 TRAINING MONITOR MOUNT 303372 243990063642950 1310 6215 EQUIPMENT-PARTS FIRE TRAINING 58025513 21.37- AFS2 TRAINING MOUNT SALES TAX 303373 243990063662950 13106215 EQUIPMENT-PARTS FIRE TRAINING 02021475 2137 AFS2 TRAINING MOUNT SALES TAX 303373 243990063662950 1310.6215 EQUIPMENT-PARTS FIRE TRAINING 02021475 321.36 AFS2 TRAINING MONITOR MOUNT 303373 243990063662950 13106215 EQUIPMENT-PARTS FIRETRAINING 02021475 Supplier 113057 BESTBUY(PCARD) 2845 LILCHEFS I SUPPLIES-WINTER'17 302890 244273370057200 18756229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 14801178 Supplier 148071 CUB FOODS(PCARD) 137.11 BENCH GRINDER 303384 244310670050833 5155.6211 SMALL TOOLS&EQUIPMENT GOLF EQUIPMENT MAINTENANCE 09440526 Supplier 140339 AMAZON.COM(PCARD) 1.96- TAPE AVSC-SALES TAX 303379 244450063631001 1920.6229 GENERAL SUPPLIES SENIOR CENTER 85471165 196 TAPE AVSC-SALES TAX 303379 244450063631001 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 85471165 29.44 TAPE AVSC 303379 244450063631001 19206229 GENERAL SUPPLIES SENIORCFNTER 85471/65 Supplier 148085 MENARDS(PCARD) 8.80 AVSA CONCESSION PRODUCT 303053 244450070064001 5205 6540 TAXABLE MISC FOR RESALE ARENA I MANAGEMENT 29164889 Supplier 102101 WAL-MART(PCARD) 480.00 NLC CONE WASH DC-GOODWIN 303386 244921563648943 10056276 SCHOOLS/CONFERENCES/EXP OTHER MAYOR/CITY COUNCIL 02709556 Supplier 148105 NATL LEAGUE OF CITIES(PCARD) 20.37- SALES TAX SOLE MELVILLE 303377 244921563657156 13106229 GENERAL SUPPLIES FIRE TRAINING 29685956 20.37 SALES TAX SOLE MELVILLE 303377 244921563657156 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 29685956 318.37 SOLE MELVILLE OFFICER BOOKS 303377 244921563657156 1310.6229 GENERAL SUPPLIES FIRE TRAINING 29685956 Supplier 122138 JONES&BARTLETT PUBLISHERS INC(PCARD) 48000 NLC CONE WASH DC-GRENDAHL 303381 244921563658943 1005.6276 SCHOOLS/CONFERENCES/EXP OTHER MAYOR/CITY COUNCIL R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 85735 Council Check Register by GL Page- 21 Council Check Register by Invoice&Snmmapy 1/17/2017 -- 2/13/2017 Check N Date Amount Supplier/Explanation PO N Doc No Inv No Account No Subledger Account Description Business Unit 20/70152 1/172017 120679 USBANKPCARD Continued... 35866026 Supplier 148105 NATL LEAGUE OF CITIES(PCARD) 18.25 PAYPAL CC PROCESSING 303388 244921570042077 1400.6351 VISA/BANK CHARGES INSPECTIONS MANAGEMENT 33304042 23.77 PAYPAL CC PROCESSING 303389 244921570042077 5365.6351 VISA/BANK CHARGES SEWER MGMT/REPORTS/DATA ENTRY 33407498 2378 PAYPAL CC PROCESSING 303389 244921570042077 5303.6351 VISA/BANK CHARGES UTILITYBILLING 33407498 Supplier 139988 PAYPAL(PCARD) 2.13- PHONE CHARGER SALES TAX 303397 244980463636661 1400.6211 SMALL TOOLS&EQUIPMENT INSPECTIONS MANAGEMENT 56775703 2.13 PHONE CHARGER SALES TAX 303397 244980463636661 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 56775703 32.12 PHONE CHARGER 303397 244980463636661 14006211 SMALL TOOLS&EQUIPMENT INSPECTIONS MANAGEMENT 56775703 Supplier 148122 VERIZON WIRELESS(PCARD) 295.00 NORDQUIST EDAM T17 MEMBERSHIP 303375 245593070044000 1100.6280 DUES&SUBSCRIPTIONS DEV MANAGEMENT 08480032 Supplier 141849 ECONOMIC DEVELOPMENT ASSOC OF MN(PCARD) 105.00 MOBILE FIELD FORCE TRAINING FS 303387 246079470062007 12006275 SCHOOLS/CONFERENCESBXP LOCAL POLICE MANAGEMENT 88400157 Supplier 150504 OLD WORLD PIZZA(PCARD) 8.15 LABELMAKERTAPE 303400 246921663620001 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 26750193 389.88 BALLASTS FOR AVSC LIGHTING 303368 246921663620001 1920.6229 GENERAL SUPPLIES SENIORCENTER 64552/21 Supplier 140339 AMAZON.COM(PCARD) 4900 ENR PUBLICATION RENEWAL 303378 246921663630005 /5106280 DUES&SUBSCRIPTIONS PW ENGINEERING&TECHNICAL 08055764 Supplier 150502 MEDIA SUBSCRIPTION(PCARD) 240.00 MNJOA CONE DULUTH GERVING 303394 246921663630006 12006276 SCHOOLS/CONFERENCES/EXP OTHER POLICE MANAGEMENT 65129048 Supplier 150505 SQ MN JUVENILE OF(PCARD) 395.00 STANDING DESK 303403 246921663630007 5505.6229 GENERAL SUPPLIES STORM DRAIN MNTC/RPR/SUMPS 38675902 Supplier 140339 AMAZON.COM(PCARD) 6.27- BINDER PLANNER-SALES TAX 303376 246921663640000 1005.6210 OFFICE SUPPLIES MAYOR/CITY COUNCIL 46502854 6.27 BINDER PLANNER-SALES TAX 303376 246921663640000 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8:5735 Council Check Register by GL Page- 22 Council Check Register by Invoice&Summary 1/17/2017 -- 2/13/2017 Check It Date Amoout Supplier/Explanation PO 4 Doc No Inv No Account No Subledger Account Description Business Unit 20/70/52 1/17/2017 120679 USBANKPCARD Continued... 46502854 9423 BINDER PLANNER-MAYOR 303376 246921663640000 10056210 OFFICE SUPPLIES MAYOR/CITY COUNCIL 46502854 Supplier 101223 FRANKLIN COVEY CO(PCARD) 5.14- POL SALES TAX ADJUST 303401 246921663640000 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 49951033 5.14 POL SALES TAX ADJUST 303401 246921663640000 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 49951033 7730 LABEL MAKER TAPE. 303401 246921663640000 12006210 OFFICE SUPPLIES POLICE MANAGEMENT 4995/033 Supplier 140339 AMAZON.COM(PCARD) 24.90 PGACKSTETTER NOTARY STAMP 303369 246921663660001 1015.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 23034068 Supplier 138345 AMERICAN ASSOCIATION OF NOTARIES(PCARD) 30.20 DOCUMENT REPOSITORY FOR MAYOR 303367 246921670040009 1005.6211 SMALL TOOLS&EQUIPMENT MAYOR/CITY COUNCIL 19092425 Supplier 140339 AMAZON.COM(PCARD) 39.95 ENR PUBLICATION 2018-2019 2 YR 303873 246921670050001 1510 6280 DUES&SUBSCRIPTIONS PW ENGINEERING&TECHNICAL 79023770 Supplier 150502 MEDIA SUBSCRIPTION(PCARD) 20.34 WIRE WHEEL 303383 246921670050004 5155.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 31518484 Supplier 140339 AMAZON COM(PCARD) 370.64 HOCHSPRUNG OFFICER II-CANCELED 303382 247170563581735 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRETRAINING 82154422 Supplier 150503 MNSU(PCARD) 120.00 NOTARY REWNEWAL-PAM G. 303393 247170563651636 1015.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 52898629 Supplier 149995 SECRETARY OF STATE(PCARD) 250.00 MENTORING CLASS-FRY 303370 247170563661236 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 65324723 250.00 CRISIS TO COLLECTED-FRANCIS 303371 247170570041200 1200.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 43690615 Supplier 150045 BCA TRAINING EDUCATION(PCARD) 50.00 MASTER PLUMBER EXAM 303380 247170570041600 5305.6280 DUES&SUBSCRIPTIONS WATER MGMT/REPORT/DATA ENTRY 42044232 Supplier 111168 MN DEPT OF LABOR&INDUSTRY(PCARD) 12000 C.BROUGHTEN-NOTARY RENEWAL 303392 247170570051500 1035.6280 DUES&SUBSCRIPTIONS FINANCE 57357230 Supplier R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 8:57.35 Council Check Register by GL Page- 23 Council Check Register by Invoice&Summary 1/172017 -- 2/132017 Check Date Amount Supplier/Explanation Poe Doc No Inv No Account No Subledger Account Description Business Unit 20170/52 1/17/2017 120679 USBANKPCARD Continued... 149995 SECRETARY OF STATE(PCARD) 130.00 .YELLOW PAGE DIGITAL AD 302999 247619770058380 5105.6239 PRINTING GOLF MANAGEMENT 00123899 Supplier 148969 HIBU INC(PCARD) 2.14- CREDIT FOR OVERCHARGE 303945 740133963620037 1200.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 86032530 Supplier 143631 TOPPERS PIZZA(PCARD) 99.00- AMAZON PRIME REFUND 303385 746921670050004 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 23313410 Supplier 140339 AMAZON.COM(PCARD) 19.96 MONTHLY SOFTWARE SUBSCRIPTION 302878 749875070046125 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 02791548 Supplier 149202 WUNDERKINDER.COM(PCARD) 6,105.09 20170153 1/30/2017 100873 HEALTHPARTNERS(DENTAL CLAIMS-EFT) 4,44234 DENTAL CLAIMS 1/19-125/17 304067 20170130 71056146 DENTALINSURANCE INSURANCE TRUST DENTAL 4,442.34 20170203 2/10/2017 148015 EMPOWER 1,200.00 MN DCP-PLAN#650251 303959 2071715001315 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,200.00 211170204 2/10/2017 148869 EMPOWER(HCSP) 32.46 POLICE HCSP FUNDING-COMP 303961 2071715001317 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 258.92 SERGEANT HCSP FUNDING-GROSS WA 303961 2071715001317 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 355.28 SERGEANT HCSP FUNDING-ANNUALL 303961 2071715001317 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 122497 POLICE HCSP FUNDING-GROSS WAGE 303961 2071715001317 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1814.95 POLICE HCSP FUNDING-ANNUAL LEA 303961 2071715001317 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 3,686.58 20170205 2/132017 102664 ANCHOR BANK 9,044.63 EMPLOYEE MEDICARE 303955 2071715001311 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 9,044.63 CITY SHARE MEDICARE 303955 2071715001311 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 27,583.76 EMPLOYEE FICA 303955 2071715001311 9000.2111 ACCRUED FEDERALIFICA PAYROLL CLEARING BAL SHEET 27,583.76 CITY SHARE FICA 303955 2071715001311 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 72,45802 FEDERAL TAXES PR 303955 20717150013.11 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 145,714.80 20/70206 2/10/2017 101238 MINNESOTA CHILD SUPPORT PAYMENT CENTER R55CKR2 LOGISI01 CITY OF APPLE VALLEY 2/9/2017 857:35 Council Check Register by GL Page- 24 Council Check Register by Invoice&Summary 1/172017 -- 2/13/2017 Check 9 Data Amount Supplier/Explanation PO 9 Doc No Inv No Account No Subledger Account Description Business Unit 20170206 2/10/2017 101238 MINNESOTA CHILD SUPPORT PAYMENT CENTER Continued... 507.50 CHILD SUPPORT DEDUCTIONS 303968 207171500138 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING SAL SHEET 45950 CHILD SUPPORT DEDUCTIONS 303969 207171500139 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 967.00 20170207 2/132017 100657 MNDEPTOFREVENUE 27,58297 STATE TAX WITHHOLDING 303967 207171500137 90002112 ACCRUED STATE W/H PAYROLL CLEARING HAL SHEET 27,582.97 20170208 2/10/2017 100392 PUBLIC EMPLOYEES RETIREMENT ASSOCIATION 45,873.08 EMPLOYEE SHARE PERA 303964 207171500134 9000.2114 ACCRUED PERA PAYROLL CLEARING SAL SHEET 60,016.61 CITY SHARE PERA 303964 207171500134 9000 2114 ACCRUED PERA PAYROLL CLEARING SAL SHEET 105,889.69 20170209 2/10/2017 148841 SELECTACCOUNT 3806,38 HSA EMPLOYEE FUNDING 303960 2071715001316 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING SAL SHEET 3,806,38 20170210 2/102017 100455 AFFINITY PLUS FEDERALCREDIT UNION 1,195.00 EMPLOYEE DEDUCTIONS 303965 207171500135 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 1,195 00 20170211 2/10/2017 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT 36,313.40 ICMA-PLAN 9301171 303962 207171500132 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING SAL SHEET 36,313.40 20170212 2/10/2017 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 2,014.06 ROTH IRA-PLAN#705481 303957 2071715001313 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING SAL SHEET 2,014.06 20170213 2/8/2017 148841 SELECTACCOUNT 414.61 FLEX SPENDING MEDICAL-2017 304042 38349092 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING HAL SHEET 414.61 20/70214 2/8/2017 148841 SELECTACCOUNT 709.14 FLEX SPENDING MEDICAL-2016 304041 38349092 90002119 ACCRUED FLEX SPENDING PAYROLL CLEARING HAL SHEET 5,000.00 FLEX SPENDING DAYCARE-2016 304041 38349092 90002119 ACCRUED FLEX SPENDING PAYROLL CLEARING HAL SHEET 5,709.14 201702/5 2/2/2017 148841 SELECTACCOUNT 92085 HSA EMPLOYER FUNDING 304043 20170202 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEP^rNG SAL SHEET R55CKR2 -LOGIS101 CITY OF APPLE VALLEY 2/9/2017 8:57:35 Council Check Register by GL Page- 25 Council Check Register by Invoice.@ Summary 1/17/2017 -- 2/13/2017 Check U Date Amount Supplier/Explanation PO X Doc No Inv No Account No Subledger Account Description Business Unit 201702/5 2/2/2017 148841 SELECTACCOUNT Continued... 920.85 201702/6 2/10/2017 100338 MNUNEMPLOYMENTCOMPFUND 3,957.44 UNEMPLOYMENT BENEFITS PAID 304044 20170210 1950.6143 UNEMPLOYMENT COMPENSATION INSURANCE 8.55 UNEMPLOYMENT BENEFITS PAID 304044 20170210 5105.6143 UNEMPLOYMENT COMPENSATION GOLF MANAGEMENT 3,965.99 20170217 2/712017 100331 MN DEPT OF LABORS,INDUSTRY(EFT) 9804- LESS 2%RETENTION JAN 304066 20170131 10014099 PERMIT-OTHER GENERAL FUND REVENUE 800- PERMIT SURCHARGE ADJUST 304066 20170131 10014072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 4,901.83 PERMIT SURCHARGE JAN 304066 20170131 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 4,795.79 1,100.789.49 Grand Total Payment Instrument Totals Checks 577,913.51 EFT Payments 354,723.69 A/P ACH Payment 168,152.29 Total Payments 1,100,789.49 10, Z R55CKS2 LOGISI00 CITY OF APPLE VALLEY 2/9/2017 85742 Note: Payment amowi may not reFlen th<adual amount due to date sequencing and/or data selection. Council Cheek SnmmaiY Page- I 1/17/2017 - 2/13/2017 Company Arnowt 01000 GENERALFUND 21L189,12 02010 CABLE TV RESERVE FUND 4125 02025 ROAD ESCROW FUND 30,495.15 02090 14200 CEDAR AVE-OLD CITY HALL 1,740.03 04500 CONSTRUCTION PROJECTS 1,339.99 04735 TIP 14 AV BUSN CAMPUS 85,13369 04800 CABLE TV-SPECIAL REVENUE 69500 04935 2007 PARK BOND FUND 55,511.00 05000 LIQUOR FUND 62,88660 05100 GOLF FUND 5,85857 05200 ARENA FUND 7,471.60 05300 WATER&SEWER FUND 253.790.67 05500 STORM DRAINAGE UTILITY FUND 477.50 05600 CEMETERY FUND LEVEL PROGRAM 225.00 05800 STREET LIGHT UTIL FUND 43.20 07000 LODGING TAX FUND 6,673.96 07100 INSURANCE TRUST DENTAL FUND 4,44234 07200 RISK MANAGEMENT/INSURANCE FUND 3,31105 07405 VERF-FIRE 30,400,43 09000 PAYROLL CLEARING FUND 339,06434 Repast Totals 1,100,789.49 *00 *000 *000 09000 ITEM: 4.M. 000 Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Consent Agenda Description: Adopt Resolution Authorizing Execution of Apple Valley Villa Apartments Master Subordination Agreement and Estoppel Certificate Staff Contact: Department/ Division: Ron Hedberg, Finance Director Finance Department ACTION REQUESTED: Adopt resolution authorizing the execution of Apple Valley Villa Apartments Master Subordination Agreement and Estoppel Certificate. Attached is a draft resolution subject to City Attorney final approval. SUMMARY: Apple Valley Villa is in the process of refinancing their existing 2010 mortgage they had with Jones Lang Lasalle Multifamily, LLC (JLL) formerly known as Oak Grove Commercial Mortgage, LLC. To obtain this financing through Wings Financial Augustana needs the City of Apple Valley to take action to release its' covenants included in the original 1985 financing. The City Council is asked to execute a subordination agreement related to the Apple Valley Villa's financing. By obtaining this interim financing, Apple Valley Villa Apartments will be able to obtain lower interest rates and provide funding for some renovation improvements to the property. BACKGROUND: The City of Apple Valley included covenants in 1985 as a condition of the original conveyance of the land from the City to the Lemieux Partnership II. In 2006, Augustana acquired Apple Valley Villa and assumed the existing financing which included the covenants from the land transfer. Also in 2006,Apple Valley Villa entered into additional financing with the MHFA and Dakota County CDA which also included affordability covenants, which will also continue subordinate to the new Wings Financial interim financing. The original City of Apple Valley covenants included provisions that a minimum of 20% of the units remain affordable for low income residents for a period of 10 years following the time when they reached 50% lease up, these same eligibility thresholds will remain in place in the final financing that is expected to be obtained through HUD. BUDGET IMPACT: The action will have no financial impact on the City of Apple Valley. ATTACHMENTS: Resolution Agreement CITY OF APPLE VALLEY RESOLUTION NO. 2017- RESOLUTION AUTHORIZING THE EXECUTION OF APPLE VALLEY VILLA APARTMENTS MASTER SUBORDINATION AGREEMENT AND ESTOPPEL CERTIFICATE WHEREAS, HEREAS,the City of Apple Valley and Lemieux Partnership II, a Minnesota limited partnership,had entered into and executed various documents and agreement, including Deed and Covenants Running with the Land, dated September 18, 1985, filed of record September 18, 1985, as Document No. 700918, as amended by Certificate of Amendment or Termination or Deletion of Covenants, dated September 29, 1988, filed of record October 19, 1988, as Document No. 861682, as further amended by Amendment to Deed and Covenants Running with the Land, dated July 30, 1998, filed of record November 12, 1998 as Document No. 1550258 (the "Covenant Documents "); and WHEREAS,the Covenant Documents were entered into for the financing of a 210 unit multi-family housing facility known as Apple Valley Villa(the "Project ") and conveyance of property legally described as: The North 340.00 feet of the West 433.95 feet of Lot 1, Block 5, Apple Valley Commercial Addition, TOGETHER WITH That part of Lot 1, Block 5, Apple Valley Commercial Addition that is described as follows: Commencing at the intersection of the North line of said Lot 1 and the East line of the said West 433.95 feet; thence South 0 °00'45 "East on an assumed bearing, along said East line, a distance of 77.83 feet to the point of beginning of the land to be described; then North 89 °50'48" East a distance of 157.80 feet; thence South 14 °50'48 "West a distance of 38.33 feet; thence South 59 °55'01" West a distance of 11.54 feet; thence South 30 °04'59" East a distance of 3.32 feet; thence South 59 °55'01" West a distance of 23.73 feet; thence South 30 °04'59" East a distance of 15.58 feet; thence South 89 °50'48" West a distance of 126.92 feet thence North 0 °00'45" West a distance of 71.00 feet to the point of beginning. (the "Property ") WHEREAS,Apple Valley Villa Apartments, a Minnesota non-profit corporation formerly known as Augustana Home of Maple Plain("AWA") is Lemieux Partnership II's successor in interest to the Property; and WHEREAS, AWA had previously obtained a mortgage loan from JLL(formerly known as Oak Grove Commercial Mortgage,LLC) in the original principal amount of Ten Million Fifty Two Thousand Nine Hundred and No/100 Dollars ($10,052,900.00)("JLL Loan") for the refinance of the Project,which Loan has subsequently been paid in full from the proceeds of the WINGS loan; and WHEREAS,AVVA has obtained a mortgage loan from WINGS in the original principal amount of Twelve Million, Six Hundred Thirty Five Thousand and No/100 Dollars ($12,635,000.00)("Wings Loan") for the refinance of a 210-unit multifamily housing facility known as Apple Valley Villa located in Apple Valley,Minnesota(the"Project") on the real property described; and WHEREAS,AWA and DAKOTA COUNTY COMMUNITY DEVELOPMENT AGENCY, a public body corporate and politic of the State of Minnesota,have entered into those certain loan documents dated as of January 25, 2006 in the principal amount of Five Hundred Thousand and No/100 Dollars ($500,000.00) ( "DCCDA HOPE Loan ") for the financing of the Project; and WHEREAS, AVVA and MINNESOTA HOUSING FINANCING AGENCY, a public body corporate and politic of the State of Minnesota have entered into those certain loan documents dated as of March 10,2006 in the principal amount of Eight Hundred Thousand and No/100 dollars ($800,000.00) ( "MHFA Loan") for the financing of the Project; and WHEREAS,to accomplish the Refinancing, AWA has requested the City to release City Covenants by entering into a certain APPLE VALLEY VILLA APARTMENTS MASTER SUBORDINATION AGREEMENT AND ESTOPPEL CERTIFICATE (the "Subordination Agreement "); and WHEREAS, it is in the best interest of the City and its residents that the City enter into the Subordination Agreement once approved as to form by the City Attorney. NOW THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the Mayor and the City Clerk are hereby authorized to execute the Subordination Agreement on behalf of the City once approved as to form by the City Attorney. ADOPTED this 23rd day of February, 2017. Mary Hamann-Roland,Mayor ATTEST: Pamela J. Gackstetter, City Clerk 2 BBL 021717 This instrument was drafted by: Barb Blumer Law, P.A. 4667 Parkridge Drive Eagan, MN 55123 APPLE VALLEY VILLA APARTMENTS MASTER SUBORDINATION AGREEMENT AND ESTOPPEL CERTIFICATE THIS MASTER SUBORDINATION AGREEMENT AND ESTOPPEL CERTIFICATE ("Master Subordination Agreement") made and entered into as of , 2017 ("Effective Date") by and among APPLE VALLEY VILLA APARTMENTS, a Minnesota non-profit co1Toration formerly known as Augustana Home of Maple Plain, with offices located at 1425 10 Avenue South, Minneapolis, Minnesota 55404 (`Borrower"), WINGS FINANCIAL CREDIT UNION, a Minnesota credit union, with its offices located at 14985 Glazier Avenue, Apple Valley, Minnesota 55124 ("WINGS"), JONES LANG LASALLE MULTIFAMILY, LLC, a Delaware limited liability company, with offices located at 2177 Youngman Avenue - Suite 100, St. Paul, MN 55116 ("JLL") MINNESOTA HOUSING FINANCING AGENCY, a public body corporate and politic of the State of Minnesota, with its offices located at 400 Sibley Street, Suite 300, St. Paul, Minnesota 55101 ("MHFA"), DAKOTA COUNTY COMMUNITY DEVELOPMENT AGENCY, a public body corporate and politic of the State of Minnesota, with its offices located at 1228 Town Centre Drive, Eagan, Minnesota 55123 ("DCCDA"), and CITY OF APPLE VALLEY, MINNESOTA ("City"), a public body corporate and politic of the State of Minnesota, with its offices located at 7100 West 147th Street, Apple Valley, Minnesota 55124 (WINGS, JLL, MHFA, DCCDA, and City are sometimes collectively referred to herein as "Lenders"). RECITALS: A. Borrower has obtained a mortgage loan from WINGS in the original principal amount of Twelve Million, Six Hundred Thirty Five Thousand and No/100 Dollars ($12,635,000.00) ("Wings Loan") for the refinance of a 210-unit multifamily housing facility known as Apple Valley Villa located in Apple Valley, Minnesota (the "Project") on the real property described in Exhibit A attached hereto ("Premises"), pursuant to WINGS Commitment dated , 2017 as amended (the "WINGS Commitment"). In conjunction with and as evidence of the WINGS Loan, Borrower and WINGS have entered into and executed those certain documents and agreements identified in Exhibit B attached hereto and incorporated herein by reference (the "WINGS Loan Documents"). B. Borrower and MHFA have entered into those certain loan documents dated as of March 10, 2006 in the principal amount of Eight Hundred Thousand and No/100 Dollars ($800,000.00) ("MHFA Loan") for the financing of the Project. In conjunction with and as evidence of the MHFA Loan, Borrower and MHFA have entered into and executed those certain documents and agreements identified in Exhibit C attached hereto and incorporated herein by reference ("MHFA Loan Documents"). C. Borrower and DCCDA have entered into those certain loan documents dated as of January 25, 2006 in the principal amount of Five Hundred Thousand and No/100 Dollars ($500,000.00) ("DCCDA HOPE Loan") for the financing of the Project. In conjunction with and as evidence of the DCCDA HOPE Loan, Borrower and DCCDA have entered into and executed those certain documents and agreements identified in Exhibit D attached hereto and incorporated herein by reference ("DCCDA HOPE Loan Documents"). D. Borrower and DCCDA have also entered into a Declaration of Covenants, Conditions and Restrictions as of January 25, 2006 ("DCCDA Initial Declaration"), recorded on January 26, 2006 as Document Number 2400592 in the Office of the County Recorder, Dakota County, Minnesota and into an Amendment to Declaration of Covenants, Conditions and Restrictions dated as of December 1, 2010 recorded on December 29, 2010 as Document Number 2775402 in the Office of the County Recorder, Dakota County, Minnesota, both in connection with a loan in the original principal sum of$2,240,383 which has subsequently been repaid in full. Notwithstanding the repayment of said loan, the DCCDA Initial Declaration has not been terminated. E. The predecessor in interest to Borrower, Lemieux Partnership II, a Minnesota limited partnership, had entered into and executed those certain documents and agreements identified in Exhibit E attached hereto and incorporated herein by reference ("City Covenant Documents") which imposed on the real property described in Exhibit A certain covenants running with the land, as described therein ("City Covenants"). City has executed a release of the City Covenants and the termination of the City Covenant Documents effective as of the Effective Date that shall be promptly recorded in the Office of the County Recorder, Dakota County, Minnesota. F. The parties hereto agree that the MHFA Loan, the DCCDA HOPE Loan the DCCDA Initial Declaration, and the WINGS Loan shall have the following order of priority: 1) The MHFA Loan and the MHFA Loan Documents shall have a first and senior priority; 2) The DCCDA HOPE Loan and the DCCDA HOPE Loan Documents shall have the second priority behind the MHFA Loan and the MHFA Loan Documents; 2 3) The DCCDA Initial Declaration shall have the third priority behind the MHFA Loan and the MHFA Loan Documents and the DCCDA HOPE Loan and the DCCDA HOPE Loan Documents; and 4) The WINGS Loan and the WINGS Loan Documents shall have fourth priority behind the MHFA Loan and the MHFA Loan Documents, the DCCDA HOPE Loan and the DCCDA HOPE Loan Documents and the DCCDA Initial Declaration. G. Further, the parties wish to specify how the terms and conditions contained in the loan documents referred to herein shall be interpreted in the event of a conflict or inconsistency therein. H. Borrower had previously obtained a mortgage loan from JLL (formerly known as Oak Grove Commercial Mortgage, LLC) in the original principal amount of Ten Million Fifty Two Thousand Nine Hundred and No/100 Dollars ($10,052,900.00) ("JLL Loan") for the refinance of the Project, which Loan has subsequently been paid in full from the proceeds of the WINGS loan. L Borrower, JLL, MHFA, DCCDA, and City had previously entered into a Master Subordination Agreement and Estoppel Certificate dated as of December 1, 2010 recorded on December 29, 2010 as Document Number 2775405 in the Office of the County Recorder, Dakota County, Minnesota ("2010 Master Subordination Agreement"), and the parties wish to terminate the 2010 Master Subordination Agreement. NOW, THEREFORE, in consideration of One Dollar ($1.00) and other good and valuable consideration, and in further consideration of the parties hereto making and entering into the loans referred to herein, the parties do hereby agree as follows: 1. Consent to Loans. By executing this Master Subordination Agreement: A. MHFA agrees that all of the liens, encumbrances, and restrictive covenants, if any, created by the WINGS Loan Documents, the DCCDA HOPE Loan Documents, and the DCCDA Initial Declaration shall be deemed to be "Permitted Encumbrances"under MHFA Loan Documents but subordinate to all liens, rights, and remedies created by the MHFA Loan Documents. B. DCCDA agrees that all of the liens, encumbrances, and restrictive covenants, if any, created by the WINGS Loan Documents and the MHFA Loan Documents shall be deemed to be "Permitted Encumbrances"under the DCCDA HOPE Loan Documents. C. WINGS agrees that all of the liens, encumbrances, and restrictive covenants, if any, created by the MHFA Loan Documents, the DCCDA HOPE Loan Documents, and the DCCDA Initial Declaration shall be deemed to be "Permitted Encumbrances"under the WINGS Loan Documents 2. Use of Documents. 3 With respect to the loan documents referred to and described herein, the parties do hereby covenant, warrant, consent, and agree as follows: A. MHFA covenants and warrants that (i) the MHFA Loan Documents are all of the documents it has entered into regarding the MHFA Loan, (ii) there are no other documents relating to the MHFA Loan, (iii) it will not enter into any other documents relating to the MHFA Loan which would have an adverse impact upon any other party to this Master Subordination Agreement without the prior written consent of such party or parties, and (iv) any document relating to the MHFA Loan which may exist and is not listed in the MHFA Loan Documents, or may come into existence in the future, shall not have any force or effect until approved and consented to in writing by all of the parties to this Master Subordination Agreement, and upon such written approval, such document shall be automatically considered to be included in the MHFA Loan Documents, and MHFA will execute any and all documents necessary to include such document in the MHFA Loan Documents. B. DCCDA covenants and warrants that (i) the DCCDA HOPE Loan Documents are all of the documents it has entered into regarding the DCCDA HOPE Loan, (ii) there are no other documents relating to the DCCDA HOPE Loan, (iii) it will not enter into any other documents relating to the DCCDA HOPE Loan which would have an adverse impact upon any other party to this Master Subordination Agreement without the prior written consent of such party or parties, and (iv) any document relating to the DCCDA HOPE Loan which may exist and is not listed in the DCCDA HOPE Loan Documents, or may come into existence in the future, shall not have any force or effect until approved and consented to in writing by all of the parties to this Master Subordination Agreement, and upon such written approval, such document shall be automatically considered to be included in the DCCDA HOPE Loan Documents, and DCCDA will execute any and all documents necessary to include such document in the DCCDA HOPE Loan Documents. C. WINGS covenants and warrants that (i) the WINGS Loan Documents are all of the documents it has entered into regarding the WINGS Loan, (ii) there are no other documents relating to the WINGS Loan, (iii) it will not enter into any other documents relating to the WINGS Loan which would have an adverse impact upon any other party to this Master Subordination Agreement without the prior written consent of such party or parties, and (iv) any document relating to the WINGS Loan which may exist and is not listed in the WINGS Loan Documents, or may come into existence in the future, shall not have any force or effect until approved and consented to in writing by all of the parties to this Master Subordination Agreement, and upon such written approval, such document shall be automatically considered to be included in the WINGS Loan Documents, and WINGS will execute any and all documents necessary to include such document in the WINGS Loan Documents. 4 D. MHFA agrees and consents to the use of the WINGS Loan Documents, the DCCDA HOPE Loan Documents, and the DCCDA Initial Declaration. E. DCCDA agrees and consents to the use of the WINGS Loan Documents and the MHFA Loan Documents. F. WINGS agrees and consents to the MHFA Loan Documents, the DCCDA HOPE Loan Documents, and the DCCDA Initial Declaration. 3. Subordination of Loans and Documents. The parties agree to the following priority and subordination of the loans and documents referred to and described herein: A. DCCDA agrees and acknowledges that the MHFA Loan and the MHFA Loan Documents and all advances made thereunder and accrued interest thereon are senior and prior to the DCCDA HOPE Loan and the DCCDA HOPE Loan Documents and the DCCDA Initial Declaration. Therefore, DCCDA agrees to, and does hereby (i) subordinate any and all liens, security interests and restrictive covenants, if any, included in the DCCDA HOPE Loan and the DCCDA HOPE Loan Documents and the DCCDA Initial Declaration to any and all liens, security interests and restrictive covenants, if any, securing repayment of the MHFA Loan or created by the MHFA Loan Documents, and (ii) subordinates the DCCDA HOPE Loan and the DCCDA HOPE Loan Documents, and the DCCDA Initial Declaration to the MHFA Loan and the MHFA Loan. B. WINGS agrees and acknowledges that the MHFA Loan and the MHFA Loan Documents and all advances made thereunder and accrued interest thereon, the DCCDA HOPE Loan and the DCCDA HOPE Loan Documents, and the DCCDA Initial Declaration are senior and prior to the WINGS Loan and the WINGS Loan Documents. Therefore, WINGS agrees to, and does hereby (i) subordinate any and all restrictive covenants included in the WINGS Loan and the WINGS Loan Documents to any and all liens, security interests and restrictive covenants, if any, securing repayment of the MHFA Loan and MHFA Loan Documents, the DCCDA HOPE Loan and the DCCDA HOPE Loan Documents, and the DCCDA Initial Declaration and (ii) subordinates the WINGS Loan and the WINGS Loan Documents to the MHFA Loan and MHFA Loan Documents, and the DCCDA HOPE Declaration, the DCCDA Initial Declaration. 4. Provisions in Documents. Notwithstanding the subordination and order of priority set forth and agreed to in Section 3 hereinabove, and notwithstanding any contrary provision contained in any of the documents referred to herein, the parties hereby agree that, if there are any inconsistencies or conflicts with respect to the provisions contained in any of the documents referred to herein, then the provisions contained in the MHFA Loan Documents shall control over any such inconsistent or conflicting provision in any other document. 5 5. Interpretation. The parties are entering into and executing this Master Subordination Agreement to establish the subordination and priority of the loans and the documents referred to herein and to resolve any inconsistencies or conflicts in such documents, and accordingly, the parties hereby agree, understand, and acknowledge that the enforceability of this Master Subordination Agreement is not, and shall not, be restricted, limited, or impaired by the fact that not all of the parties are signatories to each or any of the documents referred to and incorporated by reference herein. 6. Compliance with Closing Requirements and Absence of Events of Default. A. MHFA states, represents, and warrants that, to the best of its knowledge, there are no Events of Default, or events which with the passage of time could constitute an Event of Default, currently existing under the MHFA Loan Documents, and that, to the best of its knowledge, MHFA and Borrower both have complied with all of the requirements imposed under such documents for the closing of the MHFA Loan. B. DCCDA states, represents, and warrants that, to the best of its knowledge, there are no Events of Default, or events which with the passage of time could constitute an Event of Default, currently existing under the DCCDA HOPE Loan Documents and that, to the best of its knowledge, DCCDA and Borrower both have complied with all of the requirements imposed under such documents for the closing of the DCCDA HOPE Loan. C. WINGS states, represents and warrants that, to the best of its knowledge, there are no Events of Default, or events which with the passage of time could constitute an Event of Default, currently existing under the WINGS Loan Documents and that, to the best of its knowledge, WINGS and Borrower both have complied with all of the requirements imposed under such documents for the closing of the WINGS Loan. 7. Excess Insurance Proceeds. Notwithstanding any provisions contained in any of the loan documents described herein (including the MHFA Loan Documents), upon the occurrence of a casualty or condemnation, Borrower shall be required to restore the Project to the extent feasible (i.e. sufficient proceeds and other funds to permit restoration are available to the Borrower). If restoration is not feasible (as determined by Borrower and the holder of the MHFA Loan in its sole discretion), then the proceeds of such casualty funds or condemnation award shall be distributed in accordance with the priority in Section 3 hereof. 8. Additional Provisions. A. No renewal, modification, increase, or extension of time of payment of any indebtedness referred to herein, no releases or surrender of any security therefor, nor any delay or omission in exercising any right or remedy contained therein 6 shall, in any event, impair or affect the subordination of loan documentation and/or rights and obligations of the parties hereunder. Any party hereto, in its sole discretion, may waive or release any right or option under the loan documentation held by it and may exercise or refrain from exercising any right thereunder without the consent of any other party hereto. The parties agree that any party hereto at any time or from time to time may enter into such agreement or agreements with Borrower as it deems appropriate, extending the time of payment of or modifying, increasing, extending, renewing, or otherwise altering the terms of any or all of the obligations, or may exchange, sell, surrender, or otherwise deal with any such security, without notice, to the other parties hereto and without in any way impairing or affecting this Master Subordination Agreement. The parties waive notice of creation, existence, renewal, modification, or extension of time and payment of the loan documentation referred to herein and the indebtedness evidenced thereby, the disbursement of any sums thereunder, and any modifications or amendments to the loan documentation referred to herein. B. None of the parties hereto have any obligation under this Master Subordination Agreement to the other parties hereto to advance any funds to Borrower or to insure that any funds so advanced are used for any specific purpose. Any application or use of funds advanced should not impair the subordination provided herein. C. Each of the parties hereto waives any right to require marshaling of assets or to require any other party hereto to proceed against or exhaust any specific security for the indebtedness held by it and any defense arising out of the loss or of impairment of any right of subrogation through the lien of any loan documentation. D. Each agreement, and each and every covenant, agreement, and other provisions hereof shall be binding upon each of the parties hereto and their successors and assigns and shall inure to the benefit of each of the parties hereto and their successors and assigns and, in particular, to any subsequent holder of the loan documentation referred to herein, including, in particular, any person or entity advancing any funds under the respective loan documents. E. This Master Subordination Agreement may be changed only by an instrument in writing executed by the parties hereto. No waiver, amendment, or modification by custom, usage, or by implication shall be effective unless in writing signed by the parties. This Master Subordination Agreement shall not be construed as altering, amending, or modifying any of the terms and conditions of the loan documentation referred to herein other than for the subordination of priorities expressed herein. 8. Notices. 7 All notices to be given by any party to the other under this Master Subordination Agreement shall be in writing and shall be deemed to have been given when delivered personally, or when deposited in the United States Mail, registered or certified postage prepaid, addressed to the party's address set forth herein above or addressed to any such party at such other address as such party shall furnish subsequently by notice to the other parties. Any notice delivered personally to Borrower shall be delivered to a general partner of Borrower, and any notice delivered personally to any party to this Master Subordination Agreement shall be delivered to an officer of such party. 9. Termination of 2010 Master Subordination Agreement. The 2010 Master Subordination Agreement is hereby terminated and replaced by this Agreement. 10. Execution in Counterparts. This Master Subordination Agreement may be executed in any number of counterparts, each of which shall be deemed an original, but all of which shall constitute one instrument. IN WITNESS WHEREOF, the parties hereto have executed this Master Subordination Agreement and Estoppel Certificate as of the date and year first above written. [Signature Pages to Follow] 8 BBL 021717 Signature Page to Master Subordination Agreement APPLE VALLEY VILLA APARTMENTS, a Minnesota nonprofit corporation formerly known as Augustana Home of Maple Plain By: Name: Craig A. Kittelson Its: Vice President of Finance and Chief Financial Officer STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me on , 2017 by Craig A. Kittelson, the Vice President of Finance and Chief Financial Officer of APPLE VALLEY VILLA APARTMENTS, a Minnesota nonprofit corporation, on behalf of the corporation. Notary Public Signature Page to Master Subordination Agreement WINGS FINANCIAL CREDIT UNION, a Minnesota credit union By: Name: Clint Hooppaw Its: Senior Commercial Lender STATE OF MINNESOTA ) )ss COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me on 12017, by Clint Hooppaw, the Senior Commercial Lender of WINGS FINANCIAL CREDIT UNION, a Minnesota credit union, on behalf of said credit union. Notary Public 10 Signature Page to Master Subordination Agreement JONES LANG LASALLE MULTIFAMILY, LLC, a Delaware limited liability company By: Name: Michael W. Leonard Its: Vice President STATE OF MINNESOTA ) )ss COUNTY OF RAMSEY ) The foregoing instrument was acknowledged before me on , 2017, by Michael W. Leonard, the Vice President of JONES LANG LASALLE MULTIFAMILY, LLC, a Delaware limited liability company, on behalf of said limited liability company. Notary Public 11 BBL 021717 Signature Page to Master Subordination Agreement MINNESOTA HOUSING FINANCE AGENCY, a public body corporate and politic of the State of Minnesota By: Name: Title: Assistant Commissioner, Multifamily Programs STATE OF MINNESOTA ) )ss. COUNTY OF RAMSEY ) The foregoing instrument was acknowledged before me on , 2017, by , the Assistant Commissioner, Multifamily Programs of MINNESOTA HOUSING FINANCE AGENCY, a public body corporate and politic of the State of Minnesota, on behalf of the Agency. Notary Public Signature Page to Master Subordination Agreement DAKOTA COUNTY COMMUNITY DEVELOPMENT AGENCY, a public body corporate and politic of the State of Minnesota By: Name: Tony Schertler Title: Executive Director STATE OF MINNESOTA ) ss COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me on , 2017, by Tony Schertler, the Executive Director of DAKOTA COUNTY COMMUNITY DEVELOPMENT AGENCY, a Minnesota public body corporate and politic, on behalf of the public body corporate and politic. Notary Public A-I Signature Page to Master Subordination Agreement CITY OF APPLE VALLEY, MINNESOTA, a public body corporate and politic of the State of Minnesota By: Name: Mary Hamann-Roland Title: Mayor By: Name: Pamela J. Gackstetter Title: City Clerk STATE OF MINNESOTA ) ) ss COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me on , 2017, by Mary Hamann- Roland, the Mayor of CITY OF APPLE VALLEY, a Minnesota public body corporate and politic, on behalf of the public body corporate and politic. Notary Public STATE OF MINNESOTA ) ) ss COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me on 2017, by Pamela J. Gackstetter, the City Clerk of CITY OF APPLE VALLEY, a Minnesota public body corporate and politic, on behalf of the public body corporate and politic. Notary Public 14 EXHIBIT A TO MASTER SUBORDINATION AGREEMENT AND ESTOPPEL CERTIFICATE Legal Description of the Premises Parcel A: The North 340.00 feet of the West 433.95 feet of Lot 1, Block 5, Apple Valley Commercial Addition, according to the recorded plat thereof in Dakota County, Minnesota. Parcel B: That part of Lot 1, Block 5, Apple Valley Commercial Addition that is described as follows: Commencing at the intersection of the North line of said Lot 1 and the East line of said West 433.95 feet; thence South 00° 00' 45"East on an assumed bearing, along said East line, a distance of 77.83 feet to the point of beginning of the land to be described; thence North 89° 50' 48"East a distance of 157.80 feet; thence South 14° 50' 48" West a distance of 38.33 feet; thence South 59 degree 55' 01" West a distance of 11.54 feet; thence South 30° 04' 59"East a distance of 3.32 feet; thence South 59° 55' 01"West a distance of 23.73 feet; thence South 30° 04' 59"East a distance of 15.58 feet; thence South 89° 50' 48" West a distance of 126.92 feet; thence North 0° 00' 45" West a distance of 71.00 feet to the point of beginning, according to the recorded plat thereof in Dakota County, Minnesota. Together with Reciprocal Easement and Party Wall Agreement dated as of July 1, 1998, filed of record July 29, 1998, as Document No. 1521112. Dakota County, Minnesota A-1 EXHIBIT B TO MASTER SUBORDINATION AGREEMENT AND ESTOPPEL CERTIFICATE WINGS LOAN DOCUMENTS 1. Combination Mortgage, Security Agreement, and Fixture Financing Statement of even date with the document to which this Exhibit is attached, by Apple Valley Villa Apartments, a Minnesota non-profit corporation, as Mortgagor, in favor of Wings Financial Credit Union, a Minnesota credit union, as Mortgagee, which secures repayment of a mortgage loan in an original principal amount of$12,635,000.00, which document will be recorded in the office of the County Recorder in and for the County of Dakota, State of Minnesota. 2. The following additional WINGS Loan documents: a. Promissory Note in the principal amount of$12,635,000.00. b. Loan Agreement between Borrower and Lender c. Security Agreement made by Borrower in favor of Lender d. Assignment of Rents and Leases made by Borrower in favor of Lender e. Assignment and Subordination of Management Agreement f. Consent to Assignment and Subordination of Management Agreement g. UCC Financing Statement made by Borrower in favor of Lender h. Environmental and ADA Indemnification Agreement made by Borrower in favor of Lender B-1 EXHIBIT C TO MASTER SUBORDINATION AGREEMENT AND ESTOPPEL CERTIFICATE MHFA LOAN DOCUMENTS 1. Amendment to Mortgage Loan Documents dated as of December 1, 2010, recorded December 29, 2010 as Document No. 2775401 in the office of the County Recorder in and for the County of Dakota, State of Minnesota. 2. Combination Mortgage, Security Agreement and Fixture Financing Statement, dated March 10, 2006, filed of record April 20, 2006, as Document No. 2421740 in the office of the County Recorder in and for the County of Dakota, State of Minnesota, as amended as of December 1, 2010 by the Amendment to Mortgage Loan Documents referenced above. 3. Mortgage Note dated as of March 10, 2006, as amended as of December 1, 2010 by the Amendment to Mortgage Loan Documents referenced above. 4. Declaration of Covenants, Conditions and Restrictions dated as of March 10, 2006, filed of April 20, 2006, as Document No. 2421739 in the office of the County Recorder in and for the County of Dakota, State of Minnesota, and Amendment to Declaration of Covenants, Conditions and Restrictions dated as of December 1, 2010, recorded on December 29, 2010 as Document Number 2775404 in the Office of the County Recorder, Dakota County, Minnesota. 5. Regulatory Agreement dated as of March 10, 2006, filed of record April 20, 2006, as Document No. 2421741 in the office of the County Recorder in and for the County of Dakota, State of Minnesota, as amended as of December 1, 2010 by the Amendment to Mortgage Loan Documents referenced above. 6. Assignment of Rents and Leases dated as of March 10, 2006, filed of record April 20, 2006, as Document No. 2421742 in the office of the County Recorder in and for the County of Dakota, State of Minnesota, as amended as of December 1, 2010 by the Amendment to Mortgage Loan Documents referenced above. 7. Request for Notice of Foreclosure dated as of March 10, 2006, filed of record April 20, 2006, as Document No. 2421743 in the office of the County Recorder in and for the County of Dakota, State of Minnesota. 8. UCC-1 Financing Statement C-1 EXHIBIT D TO MASTER SUBORDINATION AGREEMENT AND ESTOPPEL CERTIFICATE DCCDA HOPE LOAN DOCUMENTS 1. Amendment to HOPE Loan Documents dated as of December 1, 2010, recorded on December 29, 2010 as Document No. 2775400 in the office of the County Recorder in and for the County of Dakota, State of Minnesota. 2. Combination Mortgage, Security Agreement and Fixture Financing Statement, dated as of January 25, 2006, filed of record January 26, 2006, as Document No. 2400597 in the office of the County Recorder in and for the County of Dakota, State of Minnesota, as amended as of December 1, 2010 by the Amendment to HOPE Loan Documents referenced above. 3. Promissory Note dated as of January 25, 2006, as amended as of December 1, 2010 by the Amendment to HOPE Loan Documents referenced above. 4. Loan Agreement dated as of January 25, 2006, as amended as of December 1, 2010 by the Amendment to HOPE Loan Documents referenced above. 5. Declaration of Covenants, Conditions and Restrictions dated as of January 25, 2006, filed of record January 26, 2006, as Document No. 2400596 in the office of the County Recorder in and for the County of Dakota, State of Minnesota, and Amendment to Declaration of Covenants, Conditions and Restrictions dated as of December 1, 2010 recorded on December 29, 2010 as Document No. 2775403 in the office of the County Recorder in and for the County of Dakota, State of Minnesota. 6. Request for Foreclosure Notice dated as of January 25, 2006 filed of record January 26, 2006, as Document No. 2400599 in the office of the County Recorder in and for the County of Dakota, State of Minnesota. D-1 EXHIBIT E TO MASTER SUBORDINATION AGREEMENT AND ESTOPPEL CERTIFICATE CITY COVENANT DOCUMENTS TO BE RELEASED Deed and Covenants Running with the Land dated September 18, 1985, filed of record September 18, 1985, as Document No. 700918, in the office of the County Recorder in and for the County of Dakota, State of Minnesota, as amended by Certificate of Amendment or Termination or Deletion of Covenants dated September 29, 1988, filed of record October 19, 1988, as Document No. 861682, in the office of the County Recorder in and for the County of Dakota, State of Minnesota, as further amended by Amendment to Deed and Covenants Running with the Land dated July 30, 1998, filed of record November 12, 1998 as Document No. 1550258 in the office of the County Recorder in and for the County of Dakota, State of Minnesota. E-1 *00 *000 *000 09000 ITEM: 5.A. 000 Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Regular Agenda Description: Presentation of Stork Pins byAllina Health to Firefighters and Police Officers Staff Contact: Department/ Division: Nealon P. Thompson, Fire Chief Fire Department ACTION REQUESTED: N/A SUMMARY: On February 1, Fire, Police, and Ambulance were dispatched to a woman in labor in her home. Fire Lieutenant Colleen Elvin, Firefighter Marisa Holman, Police Officer Karen Shaw, and Police Officer Kasey DeJonker responded to the home where they found the woman in active labor and the birth imminent. With Shaw and DeJonker taking care of Mom and Elvin and Holman providing care for the delivery, together as a team they delivered a healthy baby girl less than five minutes after they arrived. Kurt Weidner, Allina Health EMS Manager will would like to present the coveted Stork Pin to these emergency responders. This pin signifies their direct involvement in providing professional and direct support and service for a pre-hospital birth. We thank Lieutenant Elvin, Firefighter Holman, Officer Shaw, and Officer DeJonker for their excellent service to this family and for bringing another great resident into Apple Valley. BACKGROUND: N/A BUDGET IMPACT: N/A *00 *000 *000 09000 ITEM: 5.B. 000 Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Regular Agenda Description: Receive Certificate of Achievement for Excellence in Financial Reporting for 2015 Staff Contact: Department/ Division: Ron Hedberg, Finance Director Finance Department ACTION REQUESTED: N/A SUMMARY: The City of Apple Valley was recently awarded the Certificate of Achievement for Excellence in Financial Reporting from the Government Finance Officers ssociation (GFOA) for the City's 2015 annual financial report, the fifth consecutive year. Sue Virnig, a representative from the VIN GFOA will be attendance to present the award. BACKGROUND: The City of Apple Valley has participated in the Certificate of Achievement for Excellence in Financial Reporting program through the Governmental Finance Officers Association for the past five years. I am proud to announce that the City of Apple Valley has been awarded the Certificate of Achievement for Excellence in Financial Reporting from the Governmental Finance Officers Association for our 2015 annual financial statements. To earn this award, the City of Apple Valley had to conform to the Governmental Finance Officers Association program's demanding criteria, which go well beyond the minimum requirements of Generally Accepted Accounting Principles. The receipt of this award reflects a high degree of dedication and leadership on the part of the City Council. As part of the process our financial statements were reviewed by an impartial panel of government finance officers, independent Certified Public Accountants and other professionals with expertise in governmental accounting and financial reporting. Only those reports that are judged by all reviewers to have met the program's criteria are awarded the Certificate of Achievement for excellence in financial reporting. This certificate of achievement would not have been possible without the efforts of the entire Finance Department, and especially Assistant Finance Director Cathy Broughten. BUDGET IMPACT: There are no direct financial impacts from participation in the program. ATTACHMENTS: G�9 Government Finance Officers Association Certificate of Achievement for Excellence in Financial Reporting Presented to City of Apple Valley Minnesota For its Comprehensive Annual Financial Report for the Fiscal Year Ended December 31, 2015 Executive Director/CEO *00 *000 *000 09000 ITEM: 5.C. 000 Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Regular Agenda Description: Pass Ordinance Amending Chapter 130 of the City Code, Regulating Predatory Offender Residency (Recommend waiving second reading) Staff Contact: Department/ Division: Nick Francis, Police Captain Police Department ACTION REQUESTED: Waive the procedure for a second reading and pass the ordinance amending Chapter 130 of the City Code, regulating "Predatory Offender Residence". SUMMARY: Attached for your consideration and first reading is an ordinance amending Chapter 130 of the City Code regulating "Predatory Offender Residence". After the release of a level 3 predatory offender into an Apple Valley neighborhood, the Police Department received many requests from residents to regulate the placement of sex offenders near schools, parks, and other areas where children are known to congregate. Police staff researched the request and learned that many municipalities across Minnesota have successfully enacted such ordinances governing where predatory offenders may live within their cities. The proposed ordinance aims to protect our community by restricting designated offenders from residing within close proximity to a park, licensed daycare center, schools or churches. This ordinance will apply to offenders who are designated as a level three offender (most likely to re-offend) or those who have committed an offense in which the victim was less than sixteen years of age. This ordinance, if passed, would affect predatory offenders who intend to move to Apple Valley after the passage. It will not affect current residents who are designated offenders. BACKGROUND: NA BUDGET IMPACT: NA ATTACHMENTS: Ordinance Presentation CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 130 OF THE CITY CODE ENTITLED "GENERAL OFFENSES" BY ADDING SECTION 130.08 The City Council of Apple Valley ordains: Section 1. Chapter 130 of the Apple Valley City Code is amended by adding Section 130.08 to read as follows: § 130.08 SEXUAL OFFENDER RESIDENCE LOCATION RESTRICTION. A. Definitions. For purposes of this Section, the following terms shall be defined as stated: DESIGNATED OFFENDER. Any person who has been convicted, adjudicated, or committed for a designated sexual offense, as defined herein, or who is required to register as a predatory offender pursuant to Minn. Stat. 243.166 (2016 or as amended) in which the victim of the offense was less than sixteen (16) years of age at the time of the offense or for which the offender has been categorized as a"Level III sex offender"under Minnesota Statutes. DESIGNATED SEXUAL OFFENSE. A conviction, adjudication of delinquency, or commitment under Minnesota statutes chapter 253B involving any of the following offenses: Minnesota statutes sections: 609.342; 609.343; 609.344; 609.345; 609.352; 609.365; 617.23; 617.246; 617.247; 617.293; successor statutes; or a similar offense from another state. RESIDENCE (OR RESIDE). A place where a person abides, dwells, inhabits or stays for more than fourteen (14) days in the aggregate during 12-month period or a place where the person routinely abides, dwells, inhabits or stays for four (4) or more consecutive or nonconsecutive days in any month. Residence does not require the person to have an ownership interest in or a formal rental or lease agreement for the residence. A hotel, motel, or other commercial lodging establishment, boarding house or shelter, and group home may be deemed a person's residence under this Section B. Location of Residence. It is unlawful for any designated offender to establish residence or otherwise reside within one thousand five hundred feet (1,500') of any of the following uses (hereinafter referred as "protected zones"): (1) School for pre-K through Grade 12, public or private; (2) Public park or playground; (3) A public place of worship that is maintained and controlled by a religious organization/ body and at which regular educational programs are provided(e.g. Sunday school); (4) Licensed child care center(excluding in-home daycare providers); and (5) Adult establishment (sexually oriented) businesses. For purposes of determining the minimum distance separation, the requirement shall be measured by following a horizontal line from any property line of the lot or parcel on which the subject residence is located to the nearest property line of subject use of a prohibited zone identified above. The Police Chief shall maintain an official map showing approximate locations in which a designated offender is prohibited to reside, as defined by this Section. The Police Chief shall update the map at least annually to reflect any changes in the location of prohibited zones. The actual measurement of minimum distance separation between the residence and the use within the prohibited zone shall govern. C. Penalties. Any person violating any provision of this Section shall be guilty of a misdemeanor and shall be subject to the penalties thereof as provided in this Code. Each day a person maintains a residence in violation of this Section constitutes a separate violation. D. Exceptions. A designated offender residing within a prohibited zone as described in Section is not in violation of this Section if any of the following applies: (1) The designated offender established the residence and reported and registered the residence pursuant to Minnesota Statutes Sections 243.166, 243.167, or successor statute, prior to the effective date of this Section. (2) The designated offender is under the age of 18 and resides with a parent or legal guardian. (3) The school, park, playground, place of worship, licensed child care facility, or adult establishment (sexually oriented) business within one thousand five hundred feet (1,500') of the designated offender's proposed residence commenced operation after the designated offender established residence and reported/ registered the residence pursuant to Minnesota Statutes governing sex offender registration requirements. (4) The designated offender owned and resided at the residence at the time of committing the designated sexual offense and retains ownership of the residence at all times relevant to application of this Section. E. Renting Real Property in Violation of this Section. (1) It is unlawful to let or rent any place, building, trailer or other structure, or part thereof, with the knowledge that it will be used as a residence by any person prohibited from establishing such residence pursuant to this Section, if such place, structure, or part thereof, trailer or other conveyance, is located within a prohibited zone described in this Section. 2 (2) A property owner's failure to comply with provisions of this Section shall constitute a violation of this Section. Section 2. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. "a copy of which is attached hereto clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 3. Filing. A copy of the ordinance shall be filed in the office of the City Clerk. This copy shall be available for inspection by any persons during regular office hours. Section 4. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the Office of the City Clerk. Section 5. Effective date. This ordinance shall take effect upon its passage and the publication of its title and the official summary. PASSED by the City Council this day of , 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 130 OF THE CITY CODE ENTITLED "GENERAL OFFENSES" BY ADDING SECTION 130.08 The following is the official summary of Ordinance No. approved by the City Council of Apple Valley on This ordinance amends Chapter 130 of the City Code which governs the city's general offenses. A section was added to Chapter 130 to establish setback restrictions between the residence of a designated criminal sexual offender, as defined in the section, and special uses. The section declares a special use as a pre-K — 12 grade school, public park or playground, place of worship that provides regular educational programs for minors (i.e. Sunday school), licensed child care centers, and adult establishment businesses. The section provides for certain exceptions to the setback application. The section declares a violation of the section as an unlawful act. A printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk at the Apple Valley Municipal Center, 7100 147th Street West, Apple Valley, Minnesota 55124. Effective date. This ordinance shall take effect upon its passage and publication. 4 Predatory Offenders Residence Restriction Captain Nick Francis Apple Valley Police Department Predatory Offenders in Apple Valley • Police Staff monitor all registered sex offenders regularly • Each offender is unique with different requirements • Some offenders are categorized as to their likelihood to re-offend . — Level one — Level two — Level three • Increase in designation indicates higher likelihood to re-offend . Predatory Offenders in Apple Valley • 64 predatory offenders currently live in Apple Valley — Level one = 18 — Level two = 6 — Level three = 1 * Not all predatory offenders receive a risk level Predatory ORisk Level • Q: Why doesn't every registrant have a risk level? Approximately 75% of the offenders registered in Minnesota have never been assigned a risk level . — Juvenile registrants do not receive risk levels — Registrants sentenced to probation do not receive risk levels — Registrants who were released from a Minnesota prison prior to January 1, 1997, did not receive risk levels. — Prior to July 1, 2005, risk levels could not be assigned to registrants from other states unless they were released to Minnesota directly from a prison in another state. Source https://Por.state.mn.us/predatorfag.aspx Level Three Offenders • When level three predatory offenders move into a community, the local law enforcement jurisdiction has the responsibility to hold a community notification process • This includes mailing out information, posting information on our Facebook or website, and holding an open community meeting Apple Valley Ordinance • With feedback from residents in our community at the meeting, online, in person, and subsequent to the offender moving in, there is a clear desire to restrict residency of designated offenders within Apple Valley Apple Valley Ordinance • Weare not pioneers with this ordinance proposal • In February 2006, the city of Taylors Falls became the first community in Minnesota to implement a sex offender residency restriction ordinance . • Between 2006 and 2015, 33 additional Minnesota communities followed suit • Many other communities are considering such regulations as we speak Apple Valley Ordinance • Establishes designated offenders — Has committed a sexual offense AND — Victim under 16 years of age OR — Suspect is a level three offender Apple Valley Ordinance • It shall be unlawful for any designated offender to establish residence or otherwise reside within 1,500 feet of any of the following uses : • School ( private or public) pre-K — 12 • Public park or playground • Public place of worship that provides regular educational programs • Licensed child care facilities (excludes in-home) • Adult establishment (sexually oriented ) business Apple Valley Ordinance • Renting real property to a designated offender would also constitute a violation • A map would be maintained and updated annually to show estimated locations where residency restrictions apply • This is not a complete ban, areas exist within our community for a designated offender to reside . Summary • This ordinance proposal is in response to our residents concerns • Numerous other communities have enacted similar ordinances reducing the opportunities for placement of designated offenders • The ordinance is aimed at protecting our most vulnerable populations while providing a measure of assurance for their parents/families Action • Recommend Waiving Second Reading • Pass Ordinance Amending Chapter 130 of the City Code, Regulating Predatory Offender Residency *00 *000 *000 09000 ITEM: 5.D. 000 Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Regular Agenda Description: Adopt Resolution Appointing Members to Fill Vacancies on Parks and Recreation Advisory Committee with Terms Expiring March 1, 2020 Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Adopt the resolution appointing members to the Parks and Recreation Advisory Committee for terms expiring March 1, 2020. SUMMARY: Five applications for the Parks and Recreation Advisory Committee were received by the deadline and provided to you under separate cover. Listed below are the names of the individuals interested in serving on the Parks and Recreation Advisory Committee. Erik Anderson Matthew Hinrichs Mark Schori Jonathan Sharpe Ben Van Gundy There are two vacancies. Both appointments have a three-year term beginning March 1, 2017, and expiring March 1, 2020. If the City Council would like to proceed with filling the vacancies, ballots will be distributed. Following the balloting process, a motion should be made adopting the resolution appointing the individuals to the Committee. BACKGROUND: On January 12, 2017, the City Council authorized accepting applications through February 10, 2017, to fill the Parks and Recreation Advisory Committee vacancies. A copy of the resolution establishing procedures for appointing committee members is attached for your reference. BUDGET IMPACT: N/A ATTACHMENTS: Background Material Resolution CITY OF APPLE VALLEY RESOLUTION NO. 1997-165 A RESOLUTION ESTABLISHING A PROCEDURE FOR APPOINTMENT TO FILL POSITIONS ON COMMISSIONS AND COMMITTEES WHEREAS, the City Council has established advisory commissions and committees whose members are appointed by the Council and any vacancies during a term are also filled by Council appointment, and WHEREAS, the City Council desires to establish a written procedure by which to make such appointments, and WHEREAS, this procedure will be used as a preliminary process and not a binding Council action; further Council action, by motion, will be necessary to appoint candidates for the positions. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the following procedure will be used to reduce the number of candidates considered by the Council in making appointments to advisory commissions and committees and to fill any vacancies thereon: 1. The Mayor will call for nominations for a position or positions from the Councilmembers. 2. A nominee may decline the nomination at any point up to the time that nominations are closed. 3. When no further nominations are offered, the Mayor will close nominations. 4. If the number of nominations is equal to the number of positions to be filled, a motion to make the appointment shall be in order. The motion shall be in the form of. "I move to appoint to the position of " Vote shall be by roll call with the Mayor casting the first vote and the Council alternating from right to left of the Mayor, starting with the member to the right of the Mayor. 5. If the number of nominations is greater than the number of positions to be filled, a written roster will be prepared listing the nominees and the Council shall proceed in the following manner: a) On the first round, and any subsequent rounds, each Councilmember shall, in writing, select that certain number of names which is one less than the total number of the names appearing. b) After the City Clerk has received the selection from each Councilmember, the City Clerk shall record the selection and announce the remaining names. c) Any name or names not having been selected by more than two of the Councilmembers shall be stricken by the City Clerk from the succeeding round and shall no longer appear as a name(s) to be considered by the Council; except that, if after selection by the Council there results a tie between or among all the names appearing on the round, the Council, in writing shall again select until one or more names have been stricken; provided, however, that if such a situation exists, the Council shall not reselect more than three times. In such a situation, the process shall end. Otherwise, the process shall end when only one name remains. d) After the process has ended, a motion to make the appointment shall be in order. The motion shall be in the form of: "I move to appoint to the position of Vote shall be by roll call with the Mayor casting the first vote and the Council alternating from right to left of the Mayor, starting with the member to the right of the Mayor. ADOPTED this 10th day of July, 1997. /s/ Gary L. Humphrey Gary L. Humphrey, Mayor ATTEST: /s/ Mary E. Mueller Mary E. Mueller, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2017- RESOLUTION APPOINTING PARKS & RECREATION ADVISORY COMMITTEE MEMBERS WHEREAS, Section 32.02 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Parks &Recreation Advisory Committee; and WHEREAS, at the end of the current term, two vacancies will exist on the Parks & Recreation Advisory Committee due to the completion of service by Lee Strom and Patrick Sullivan, Jr. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that and are hereby appointed to the Parks & Recreation Advisory Committee for a term beginning March 1, 2017, and expiring March 1, 2020. BE IT FURTHER RESOLVED that members of the Parks &Recreation Advisory Committee are then as follows: Name Term Expires 1. Boyd Montgomery March 1, 2018 2. Brenton Schulz March 1, 2018 3. Josh Gaftke March 1, 2019 4. Noel Hammill March 1, 2019 5. Jessica Montgomery March 1, 2019 6. March 1, 2020 7. March 1, 2020 ADOPTED this 23rd day of February, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 0000: ITEM: 5.E. :0:: Apple COUNCIL MEETING DATE: February 23, 2017 Valley SECTION: Regular Agenda Description: Adopt Resolutions Reappointing Commissioners/Committee Members Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: 1. Adopt the resolution reappointing Cemetery Advisory Committee Members. 2. Adopt the resolution reappointing Planning Commissioners. 3. Adopt the resolution reappointing Telecommunications Advisory Committee Members. 4. Adopt the resolution reappointing Traffic Safety Advisory Committee Members. 5. Adopt the resolution reappointing Urban Affairs Advisory Committee Members. SUMMARY: In accordance with Ordinance 880 and the resolutions establishing committees and membership terms, following is a list of Commissioners/Committee Members who need to be reappointed due to their term expiring March 1, 2017. All of the members listed have expressed interest in serving an additional term. Committee Member Name New Term Expires Cemetery Advisory Committee Nancy Anderson 2020 David Brueshoff 2020 Alan Kohls 2020 Planning Commission Keith Diekmann 2020 Jodi Kurtz 2020 David Schindler 2020 Telecommunications Advisory Committee David Cherner 2020 Dale Rodell 2020 Traffic Safety Advisory Committee Nick Francis 2020 Arthur Zimmerman 2020 Urban Affairs Advisory Committee Pamela Sohlberg 2020 John Vegter 2020 Attached are resolutions reappointing the members of each committee for their new terms. BACKGROUND: The membership term for all committees is three years. BUDGET IMPACT: N/A ATTACHMENTS: Resolution Resolution Resolution Resolution Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2017- RESOLUTION REAPPOINTING CEMETERY ADVISORY COMMITTEE MEMBERS WHEREAS, Section 32.36 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Cemetery Advisory Committee; and WHEREAS, Cemetery Advisory Committee members hold three-year terms; and the terms of Nancy Anderson, David Brueshoff, and Alan Kohls expire March 1, 2017. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Nancy Anderson, David Brueshoff, and Alan Kohls are hereby reappointed to the Cemetery Advisory Committee for a term expiring March 1, 2020. BE IT FURTHER RESOLVED that members of the Cemetery Advisory Committee are then as follows: Name Term Expires 1. Timothy Anderson March 1, 2018 2. David Kemp March 1, 2018 3. Tanya Grawe March 1, 2019 4. Jay Hoekstra March 1, 2019 5. Nancy Anderson March 1, 2020 6. David Brueshoff March 1, 2020 7. Alan Kohls March 1, 2020 ADOPTED this 23rd day of February, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2017- RESOLUTION REAPPOINTING PLANNING COMMISSIONERS WHEREAS, Section 32.36 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Planning Commission; and WHEREAS, Planning Commissioner members hold three-year terms; and the terms of Keith Diekmann, Jodi Kurtz, and David Schindler expire March 1, 2017. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Keith Diekmann, Jodi Kurtz, and David Schindler are hereby reappointed to the Planning Commission for a term expiring March 1, 2020. BE IT FURTHER RESOLVED that members of the Planning Commission are then as follows: Name Term Expires 1. Ken Alwin March 1, 2018 2. Thomas Melander March 1, 2018 3. Tim Burke March 1, 2019 4. Paul Scanlan March 1, 2019 5. Keith Diekmann March 1, 2020 6. Jodi Kurtz March 1, 2020 7. David Schindler March 1, 2020 ADOPTED this 23rd day of February, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2017- RESOLUTION REAPPOINTING TELECOMMUNICATIONS ADVISORY COMMITTEE MEMBERS WHEREAS, Section 32.36 of the Apple Valley City Code, as amended,provides for appointment by the City Council of members of the Telecommunications Advisory Committee; and WHEREAS, Telecommunications Advisory Committee members hold three-year terms; and the terms of David Cherner and Dale Rodell expire March 1, 2017. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that David Cherner and Dale Rodell are hereby reappointed to the Telecommunications Advisory Committee for a term expiring March 1, 2020. BE IT FURTHER RESOLVED that members of the Telecommunications Advisory Committee are then as follows: Name Term Expires 1. Mark Moore March 1, 2018 2. Rollin Bible March 1, 2019 3. Jerry Brown March 1, 2019 4. David Cherner March 1, 2020 5. Dale Rodell March 1, 2020 ADOPTED this 23rd day of February, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2017- RESOLUTION REAPPOINTING TRAFFIC SAFETY ADVISORY COMMITTEE MEMBERS WHEREAS, Section 32.36 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Traffic Safety Advisory Committee; and WHEREAS, Traffic Safety Advisory Committee members hold three-year terms; and the terms of Nick Francis and Arthur Zimmerman expire March 1, 2017. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Nick Francis and Arthur Zimmerman are hereby reappointed to the Traffic Safety Advisory Committee for a term expiring March 1, 2020. BE IT FURTHER RESOLVED that members of the Traffic Safety Advisory Committee are then as follows: Name Term Expires 1. Charles Grawe March 1, 2018 2. Fernando (Fred) Puente March 1, 2018 3. Linda Dolan March 1, 2019 4. Matt Saam March 1, 2019 5. Joe Shaw March 1, 2019 6. Nick Francis March 1, 2020 7. Arthur Zimmerman March 1, 2020 ADOPTED this 23rd day of February, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2017- RESOLUTION REAPPOINTING URBAN AFFAIRS ADVISORY COMMITTEE MEMBERS WHEREAS, Section 32.36 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Urban Affairs Advisory Committee; and WHEREAS,Urban Affairs Advisory Committee members hold three-year terms; and the terms of Pamela Sohlberg and John Vegter expire March 1, 2017. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Pamela Sohlberg and John Vegter are hereby reappointed to the Urban Affairs Advisory Committee for a term expiring March 1, 2020. BE IT FURTHER RESOLVED that members of the Urban Affairs Advisory Committee are then as follows: Name Term Expires 1. Edwin Holmes March 1, 2018 2. Sharon Schwartz March 1, 2018 3. Barry Berg March 1, 2019 4. Sandy Breuer March 1, 2019 5. Walton Mahlum March 1, 2019 6. Pamela Sohlberg March 1, 2020 7. John Vegter March 1, 2020 ADOPTED this 23rd day of February, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk "�• ITEM: 7. ••• COUNCIL MEETING DATE: February 23, 2017 Apple Valley SECTION: Calendar of Upcoming Events Description: Approve Calendar of Upcoming Events Staff Contact: Department/Division: Stephanie Marschall, Deputy City Clerk City Clerk's Office ACTION REQUESTED: Approve the calendar of upcoming events as listed in the summary below, and noting each event listed is hereby deemed a Special Meeting of the City Council. SUMMARY: Day/Date Time Location Event Mon./Feb. 20 City Offices Closed President's Day Wed./Feb. 22 11:30 a.m.-1:00 p.m. Vivo Chamber Luncheon Thur./Feb. 23 4:00-7:00 p.m. White Funeral Home, Michele Garrison Visitation Apple Valley Thur./Feb. 23 6:00 p.m. Municipal Center Special Informal City Council Meeting Thur./Feb. 23 7:00 p.m. Municipal Center Regular City Council Meeting* Fri./Feb. 24 10:00 a.m. Prince of Peace Michele Garrison Funeral Service Church,Burnsville Fri./Feb. 24 6:00-10:00 p.m. Apple Valley City of Apple Valley Employee Senior Center Service Recognition Event Sat./Feb. 25 5:30 p.m. Valleywood Fire Department Awards Banquet Wed./Mar. 1 7:00 p.m. Municipal Center Planning Commission Thur./Mar. 2 7:00 p.m. Municipal Center Parks &Recreation Advisory Committee Fri./Mar. 3 8:30 a.m.-2:00 p.m. Lebanon Hills Visitor Special Informal City Council Meeting Center,Eagan Mon./Mar. 6 7:00 p.m. Municipal Center Telecommunications Advisory Committee Tue./Mar. 7 7:30-9:00 a.m Pure Bane Chamber Coffee Connection Wed./Mar. 8 7:00 p.m. Municipal Center Traffic Safety Advisory Committee Thur./Mar. 9 5:30 p.m. Municipal Center Informal City Council Meeting Thur./Mar. 9 7:00 p.m. Municipal Center Regular City Council Meeting Mar. 11-15 Washington D.C. National League of Cities Annual Congressional City Conference Sat./Mar. 11 5:00-9:00 p.m. Valleywood Clubhouse Apple Valley Arts Foundation Frozen Apple Concert Series Wed./Mar. 15 9:00 a.m. Municipal Center Firefighters Relief Association Wed./Mar. 15 7:00 p.m. Municipal Center Planning Commission Thur./Mar. 16 5:00-7:00 p.m. Think Mutual Bank Chamber Business After Hours Wed./Mar. 22 11:00 a.m. On-Site Title Ribbon Cutting Ceremony Thur./Mar. 23 8:00 a.m.-4:00 p.m. Best Western Capitol 2017 LMC Legislative Conference Ridge, St. Paul for Cities Thur./Mar. 23 7:00 p.m. Municipal Center Regular City Council Meeting BACKGROUND: Each event is hereby deemed a Special Meeting of the City Council, the purpose being informational or social gathering. Only at events marked with an asterisk will any action of the Council take place. BUDGET IMPACT: N/A