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01/12/2017 Meeting
••••• Meeting Location: Municipal Center • Apple 7100 147th Street West Valley Apple Valley, Minnesota 55124 January 12, 2017 CITY COUNCIL INFORMAL MEETING TENTATIVE DISCUSSION ITEMS 5:30 PM 1. Council Discussion Items (5 min.) 2. Discuss Street Project Costs (30 min.) 3. Review Legislative Policy Priorities for 2017 (40 min.) 4. Adjourn CITY COUNCIL REGULAR MEETING TENTATIVE AGENDA 7:00 PM 1. Call to Order and Pledge A. Oaths of Office: Councilmembers Goodwin and Grendahl 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 eouneilmember or citizen requests to have any item separately considered. It will then be moved to the regular agenda for consideration. A. Approve Minutes of December 22, 2016, Regular Meeting B. Adopt Resolution Accepting Donation of Table Tennis Table from Joanne Osterhaus for Use by Parks and Recreation Department C. Adopt Resolution Accepting Donation of Bowflex Workout System from Troy and Lisa Schesso for Use by Fire Department D. Approve State Gambling Exempt Permit for Dakota County Voiture 1457, at American Legion, Post 1776, 14521 Granada Drive, on March 17, 2017 E. Adopt Resolution Designating Apple Valley Sun Thisweek as Official Newspaper for 2017 F. Adopt Resolution Designating Anchor Bank of Apple Valley as Official Depository for City Funds in 2017 G. Adopt Resolution Designating Additional Depositories and Financial Security Dealers for City Funds in 2017 H. Approve City Council Committee Assignments for 2017 I. Appoint Statutory Members to Apple Valley Firefighters Relief Association(AVFRA) Board of Trustees for 2017 J. Approve Legislative Policy Priorities for 2017 K. Adopt Resolution Accepting the Emergency Operations Plan L. Approve Reduction of Various Financial Guarantees M. Adopt Resolution Requesting MnDOT Speed Study on 157th Street for Project 2015-103, 157th Street & Johnny Cake Ridge Road Improvements N. Adopt Resolution Authorizing Preparation of Corridor and Feasibility Study for Project 2017-109, Johnny Cake Ridge Road O. Adopt Resolution Directing Preparation of Plans and Specifications for Project 2017-110, 2017 Utility Improvements P. Approve Joint Powers Agreement with Dakota County for 2017 Sentence to Service (STS) Program Work Crews Q. Approve Agreement with Universal Cleaning Services, Inc., for 2017 Municipal Center Cleaning Services R. Approve Personnel Report S. Approve Claims and Bills 5. Regular Agenda Items A. Adopt Resolution Approving Conditional Use Permit for 87 Ft. Tall Wireless Communications Monopole at Christ Church (12925 Johnny Cake Ridge Road) B. Adopt Resolution Approving Conditional Use Permit for 84 Ft. Tall Wireless Communications Monopole at Mount Olivet Assembly of God Church(14201 Cedar Avenue) C. Palomino Highlands (Replat of Lots 1 & 2, Block 4, Palomino Hills 3rd Addition and Lot 4, Block 1, The Highlands) 1. Hold Public Hearing to Consider Vacation of Drainage and Utility Easements 2. Adopt Resolution Approving Preliminary Plat 3. Adopt Resolution Completing Vacation of Easements 4. Adopt Resolution Approving Final Plat D. 7525 147th Street West Retail Building-Removed from agenda I. Adopt Resolution Approving Conditional Use Permit for Drive- Through Window in Conjunction with Class III Restaurant 2. Adopt Resolution Approving Conditional Use Permit and Variance for Class II Restaurant Located Closer than 1,000 Ft. from Institutional or Residential Use 3. Adopt Resolution Approving Site Plan/Building Permit Authorization and Setback Variances to Construct 4,567 Sq. Ft. Building on Lot 1, Block 1, Giselle's Corner E. Medical Office Building, Cobblestone Lake Commercial 7th Addition 1. Adopt Resolution Approving Preliminary Plat 2. Adopt Resolution Approving Site Plan/Building Permit Authorization to Construct 10,236 Sq. Ft. Office Building on Lot 1, Block 1, Cobblestone Lake Commercial 7th Addition F. Adopt Resolution Appointing Acting Mayor for 2017 G. Adopt Resolution Appointing Member to Fill Vacancy on Planning Commission with Term Expiring March 1, 2017 -Removed from agenda H. Adopt Resolution Appointing Members to Fill Vacancies on Telecommunications Advisory Committee with Terms Expiring March 1, 2017, and March 1, 2018 -Removed from agenda I. Acknowledge Completion of Service of Parks and Recreation Advisory Committee Members and Authorize Receipt of Applications to Fill Vacancies through February 10, 2017 6. Staff and Council Communications 7. Approve Calendar of Upcoming Events 8. Adjourn Reminder: City Offices are closed Monday January 16, 2017, in Observance of Martin Luther King Day 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 January 12, 2017 CITY COUNCIL INFORMAL MEETING TENTATIVE DISCUSSION ITEMS 5:30 PM 1. Council Discussion Items (5 min.) 2. Discuss Street Project Costs (30 min.) 3. Review Legislative Policy Priorities for 2017 (40 min) 4. Adjourn CITY COUNCIL REGULAR MEETING TENTATIVE AGENDA 7:00 PM 1. Call to Order and Pledge A. Oaths of Office: Councilmembers Goodwin and Grendahl 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 December 22, 2016, Regular Meeting B. Adopt Resolution Accepting Donation of Table Tennis Table from Joanne Osterhaus for Use by Parks and Recreation Department C. Adopt Resolution Accepting Donation of Bowflex Workout System from Troy and Lisa Schesso for Use by Fire Department D. Approve State Gambling Exempt Permit for Dakota County Voiture 1457, at American Legion, Post 1776, 14521 Granada Drive, on March 17, 2017 E. Adopt Resolution Designating Apple Valley Sun Thisweek as Official Newspaper for 2017 F. Adopt Resolution Designating Anchor Bank of Apple Valley as Official Depository for City Funds in 2017 G. Adopt Resolution Designating Additional Depositories and Financial Security Dealers for City Funds in 2017 H. Approve City Council Committee Assignments for 2017 I. Appoint Statutory Members to Apple Valley Firefighters Relief Association(AVFRA) Board of Trustees for 2017 J. Approve Legislative Policy Priorities for 2017 K. Adopt Resolution Accepting the Emergency Operations Plan L. Approve Reduction of Various Financial Guarantees M. Adopt Resolution Requesting MnDOT Speed Study on 157th Street for Project 2015-103, 157th Street & Johnny Cake Ridge Road Improvements N. Adopt Resolution Authorizing Preparation of Corridor and Feasibility Study for Project 2017-109, Johnny Cake Ridge Road O. Adopt Resolution Directing Preparation of Plans and Specifications for Project 2017-110, 2017 Utility Improvements P. Approve Joint Powers Agreement with Dakota County for 2017 Sentence to Service (STS) Program Work Crews Q. Approve Agreement with Universal Cleaning Services, Inc., for 2017 Municipal Center Cleaning Services R. Approve Personnel Report S. Approve Claims and Bills 5. Regular Agenda Items A. Adopt Resolution Approving Conditional Use Permit for 87 Ft. Tall Wireless Communications Monopole at Christ Church(12925 Johnny Cake Ridge Road) B. Adopt Resolution Approving Conditional Use Permit for 84 Ft. Tall Wireless Communications Monopole at Mount Olivet Assembly of God Church(14201 Cedar Avenue) C. Palomino Highlands (Replat of Lots 1 & 2, Block 4, Palomino Hills 3rd Addition and Lot 4, Block 1, The Highlands) 1. Hold Public Hearing to Consider Vacation of Drainage and Utility Easements 2. Adopt Resolution Approving Preliminary Plat 3. Adopt Resolution Completing Vacation of Easements 4. Adopt Resolution Approving Final Plat D. 7525 147th Street West Retail Building 1. Adopt Resolution Approving Conditional Use Permit for Drive- Through Window in Conjunction with Class III Restaurant 2. Adopt Resolution Approving Conditional Use Permit and Variance for Class II Restaurant Located Closer than 1,000 Ft. from Institutional or Residential Use 3. Adopt Resolution Approving Site Plan/Building Permit Authorization and Setback Variances to Construct 4,567 Sq. Ft. Building on Lot 1, Block 1, Giselle's Corner E. Medical Office Building, Cobblestone Lake Commercial 7th Addition 1. Adopt Resolution Approving Preliminary Plat 2. Adopt Resolution Approving Site Plan/Building Permit Authorization to Construct 10,236 Sq. Ft. Office Building on Lot 1, Block 1, Cobblestone Lake Commercial 7th Addition R Adopt Resolution Appointing Acting Mayor for 2017 G. Adopt Resolution Appointing Member to Fill Vacancy on Planning Commission with Term Expiring March 1, 2017 H. Adopt Resolution Appointing Members to Fill Vacancies on Telecommunications Advisory Committee with Terms Expiring March 1, 2017, and March 1, 2018 I. Acknowledge Completion of Service of Parks and Recreation Advisory Committee Members and Authorize Receipt of Applications to Fill Vacancies through February 10, 2017 6. Staff and Council Communications 7. Approve Calendar of Upcoming Events 8. Adjourn Reminder: City Offices are closed Monday January 16, 2017, in Observance of Martin Luther King Day Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at www cityofapplevalley.org 0000: ITEM: 2. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Informal Agenda Item Description: Discuss Street Project Costs (30 min.) Staff Contact: Department/ Division: Matt Saam, Public Works Director Public Works Department ACTION REQUESTED: N/A SUMMARY: As the City continues with street and utility reconstruction projects in older established neighborhoods, staff is encountering certain cost related infrastructure issues that are policy in nature. It would be beneficial to receive Council direction as we move forward. Specifically, staff will present background on the following issues: • Installation of new sidewalk in existing neighborhoods. • Privately owned items in the public right-of-way such as irrigation systems and landscape plantings. BACKGROUND: N/A BUDGET IMPACT: Depending on the discussion and direction given, there could be increased budget impacts related to each of the above issues. ATTACHMENTS: Presentation Street Improvement Project Discussion January 12, 2017 City Council Informal Meeting Appl Vae lley Discussion Topics 1 . New Sidewalk in Existing Neighborhoods 2 . Private Items in the Right-of-Way, ie . sprinkler systems, bushes , etc. Apple Vaey City Standard Street Section in New Developments y 9 — rnti I� Y rt 50' (TYP,) 30' (_r{c,) 15' 16' I 51 G3U`TTER r DESIGN C/L (SEE DETAIL. DE 1' Bn TOPSOIL SODISEIED CRETE SIDEWALK 2" TYPE SPVVEA330C WEAR COURSE (SEE DETAIL Ste-35) 2.. _Y PE SPNWA330C NON-WEAR C01 RSE T AGGREGATE BEEF DL, 5 f 4 � City Standard Street in New Developments (Aerial View) ..- � {n:LF o _ F � #i## T - -- 600 Apple Valley Existing Streets in Future Improvement Areas ■ No sidewalk or only on one side of street Iy i si5° °•°°`tir _I, e 13' I I � DESIGN Q L CON r. CURB Apr r GRADE GUTTER (SEE DETAIL S•TR-1) F-� 6" TO R SDIL 1 SOD/SE ED �# 2" TYPE SPWEA330C WEAR {BOURSE . 2" TYPE SEN A-3.300 NON-WEAR Crj,JRSE Appl+ valley 8" AGGREGATE BASE, CL. 5 w AM t yT I r� km s s` Jai:. 1 .sYb 3➢� ` y /f f /� jg fd ftr y YY wn ;,,M k/ -vg 111 aw Y , - 4Q ul , Y .n, f AM lot pit 4 40 u 40 IN fitr ` • a! �� New Sidewalk in Existing Neighborhoods Benefits of Sidewalk ■ Promotes healthy/active living ■ Provides safe off-street pedestrian facility ■ Provides paved connections to parks, schools, trails, etc. ■ Adheres to "Complete Street" philosophy for transportation ■ Consistent with Comp Plan goals of livable, safe, healthy, active and accessible ■ Consistent with principles of City's BikeWalk Plan Apple VaI Iey New Sidewalk in Existing Neighborhoods Cons of Adding Sidewalk ■ Residents moved to/like area without sidewalk ■ Residents not happy about maintenance, ie. snow removal ■ Additional cost to add — approximately $25/ft ■ Fora 1000-ft street, cost - $25k per street side Apple Vaey New Sidewalk in Existing Neighborhoods Options to Consider 1 . Maintain City Standard of sidewalk on both sides 2. Modified Standard of sidewalk on one side 3. Add sidewalk only where gaps exist in system or to connect key features, ie. parks, trails, schools, transit, etc. 4. No additional sidewalk Apple Val,ey New Sidewalk in Existing Neighborhoods Funding Options for New Sidewalk ■ Typically, new infrastructure cost not borne by City ■ Assess cost to benefitting properties ■ City covers cost Apple PVI ea ey s � � 11` � _■n �� �v H*7F �� ,f 'fir�' E+ Private Items in the Right-of-Way • Sprinklers • Bushes r _ W T, y t i r Private Items in the Right-of-Way ■ Sprinklers ■ City has paid for moving, repair, replacement ■ Cost averaged - $20k/yr over last 3-years ■ Some cities require property owners to move their own ■ Bushes ■ City does not own/maintain bushes in R/W Apple Vaey *00 *000 *000 09000 ITEM: 3. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Informal Agenda Item Description: Review Legislative Policy Priorities for 2017 (40 min.) Staff Contact: Department/ Division: Tom Lawell, City Administrator Administration Department ACTION REQUESTED: Council is asked to review the City's Legislative Policy Priorities for 2017. Approval of the priority list is scheduled to occur on the January 12, 2017, consent agenda. SUMMARY: As Council will recall, on December 8, 2016 we had scheduled for our informal meeting agenda a discussion of 2017 legislative policies. Council received copies of the adopted legislative positions of the League of Minnesota Cities, Metro Cities and the Municipal Legislative Commission. Due to time constraints, we only had time to hear from Dakota County Commissioner Chris Gerlach on one potential 2017 issue, that being possible revisions to the Metropolitan Council appointment process. This issue is tentatively scheduled to come back for further City Council discussion on February 9, 2017. Attached please find a staff summary of the other key legislative policies that are important to the City for 2017. Please review this list and let me know if you have any questions or concerns. Senator Greg Clausen and Representatives Anna Wills and Erin Maye Quade have been invited to attend the informal meeting to hear our priorities and offer their insights into the legislative session. BACKGROUND: There are two upcoming legislative meetings that you may want to attend: Municipal Legislative Breakfast Meeting Friday, January 13, 2017 7:30 to 9:00 a.m. Eagan Community Center League of Minnesota Cities 2017 Legislative Conference for Cities Thursday, March 23, 2017 Best Western Capitol Ridge, St. Paul If you would like to attend either, please let me or Stephanie know so we can get you registered. Should you have any questions, please let me know. BUDGET IMPACT: N/A ATTACHMENTS: City of Apple Valley Legislative Policy Priorities for 2017 Long-Term Transportation Funding Support stable and sufficient transportation funding for state and local roads. Support a balanced transportation package for roads, bridges and transit, including investments in suburban areas. Support expansion of the Apple Valley Transit Station and pedestrian safety improvements on Cedar Avenue including the installation of a pedestrian skyway at the 147th Street Station. Sunday Liquor Sales Oppose legislation that would permit off-sale liquor sales on Sundays. Studies in other states have shown that an expansion in the number of days alcohol is available for purchase can lead to increased traffic fatalities and have negative impacts on health care providers, insurers, and public safety personnel. Legislation that provides a local option for Sunday sales is also problematic in that the intensely competitive nature of the liquor business in the Metro area all but precludes a store from staying closed on Sundays. Election Process Improvement by Expanding Early Voting Support expansion of the time period for early voting. As shown in this last election, the opportunity to vote early is very popular. Early voting allows voters to directly insert their ballot into the voting tabulator and is less costly to administer in comparison to absentee voting. Currently State law limits early voting to only one week prior to the election and this should be extended to two weeks or longer. Modernize Data Practices Act Support changes to the Minnesota Data Practices Act to reflect today's data intensive environment, protect municipalities from abusive or harassing requests and to compensate municipalities for overly broad and burdensome requests. Job Creation and Development Tools Support full funding for the Minnesota Investment Fund and the Job Creation Fund administered by the MN Department of Energy and Economic Development (DEED). Support flexibility in Tax Increment Financing (TIF) policies. Oppose County efforts to gain veto power over TIF funds in newly created districts. Emerald Ash Borer Grant Assistance Support funding for community forestry in preparation/response to the Emerald ash borer (EAB) insect infestation. While EAB has been in Minnesota for several years, forestry professionals now believe we are at a tipping point and 20-40% of all community trees will soon be impacted. Budget Levy Limits and Local Control Oppose state limitations on local property tax levies. Support allowing local elected officials to make the best decisions to meet the needs of our local residents. 0000: ITEM: 4.A. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Approve Minutes of December 22, 2016, 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 December 22, 2016. 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 December 22, 2016 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held December 22, 2016, 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, City Clerk Gackstetter, City Attorney Dougherty, City Engineer Anderson, Parks and Recreation Director Bernstein, Planner Bodmer, Assistant City Administrator Grawe, Human Resources Manager Haas, Finance Director Hedberg, 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 led by Michael Boerboon. APPROVAL OF AGENDA MOTION: of Bergman, seconded by Bergman, approving the agenda for tonight's meeting, as presented. 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. Mr. Michael Boerboon, student at Apple Valley High School, said he will be shadowing Mayor Hamann-Roland over the next several months as part of a Mentorship Experience Program. 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 Hooppaw, seconded by Bergman, approving all items on the consent agenda with no exceptions. Ayes - 5 -Nays - 0. CONSENT AGENDA ITEMS MOTION: of Hooppaw, seconded by Bergman, approving the minutes of the regular meeting of December 8, 2016, as written. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota December 22, 2016 Page 2 MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-226 accepting,with thanks, the donation of$100.00 from Nick and Mary-Kay Gillen for use by Police Department. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving renewal and issuance of licenses and permits for 2017, as listed in the City Clerk's memo. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-227 committing General Fund balances for 2016 financial statement purposes. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-228 amending the 2017 budget for specific items and 2016 uncompleted projects. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-229 amending the 2016 budget for specific items. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-230 approving the Public Works Department Policy Manual, Section 1.09 -Driver Feedback Equipment Policy. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving the reduction of financial guarantees for Quarry Ponds Fourth Addition from $343,493.00 to $190,407.00, Embry Place Second Addition from $374,185.00 to $196,250.00, and Cortland Fifth Addition from $1,202,654.00 to $61,550.00, as listed in the Community Development Department Assistant's memo. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-231 approving and levying 2016 Special Assessment Roll No. 642, for Project 2014- 112, Cortland 3rd Addition, and Project 2014-144, Embry Place, in the amount of $1,447,927.00. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-232 approving the first amendment to Development Agreement with Arcon Land IV, LLC, for Project 2015-143, Embry Place Second Addition, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-233 accepting permanent right-of-way easements for Project 2015-143, Embry Place Second Addition. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-234 approving a 10-foot front yard setback variance on Lot 1, Block 2, Valley Oaks CITY OF APPLE VALLEY Dakota County, Minnesota December 22, 2016 Page 3 Estates (13 608 Gossamer Way), with conditions as recommended by the Planning Commission. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-235 accepting Drainage and Utility Easement on Lot 1, Block 2, Valley Oaks Estates (13608 Gossamer Way). Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-236 approving the extension of the Giselle's Corner final plat. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, waiving the procedure for a second reading and passing Ordinance No. 1024 amending Article A35 of Chapter 155 of the City Code amending setbacks in Planned Development No. 1014, Hudson Division. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving the Lease Agreement with St. Mary's University for rentable space at 14200 Cedar Avenue (former Apple Valley City Hall), as attached to the Community Development Director's memo, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-237 directing preparation of plans and specifications for Project 2017-101, Valleywood Reservoir Rehabilitation. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, authorizing solicitation of quotes for engineering services with KLM Engineering, Inc., and SEH Design Build, Inc., for Project 2017-101, Valleywood Reservoir Rehabilitation, as described in the Public Works Superintendent-Utilities memo. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-238 directing preparation of plans and specifications for Project 2017-103, 2017 Micro Surfacing. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-239 directing preparation of plans and specifications for Project 2017-105, 2017 Street Improvements. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-240 approving plans and specifications for Project 2017-121, 2017-2018 Mowing and Trimming Services; and authorizing advertising for receipt of bids, at 10:00 a.m., on January 24, 2017, via a posting on the City's website and Quest Construction Data Network. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving Grant Agreement with Metropolitan Council for grant resources to be used towards the 2040 CITY OF APPLE VALLEY Dakota County, Minnesota December 22, 2016 Page 4 Comprehensive Plan update, as attached to the Community Development Director's memo, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving terminating the Grant Agreement with the Metropolitan Council for transit oriented office development, as described in the Community Development Director's memo. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving the Agreement for Project 2016- 182, Well Pumps 5, 10, 14 and Low Zone Pump 2 Maintenance, with Keys Well Drilling Company, in the amount of$74,595.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving the Agreement for Project 2017- 114, Water Treatment Chemical—Hydrofluorosilicic Acid, with DPC Industries, Inc., in the amount of$16,000.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving the Agreement for Project 2017- 114, Water Treatment Chemicals—Chlorine and Sodium Permanganate, with Hawkins, Inc., in the amount of$47,000.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving the Agreement for Project 2017- 115, 2017 Water Meter Reading Services, with RMR Services, LLC, in the amount of$23,400.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving Change Order No. 1 to the Agreement with Asphalt Surface Technologies Corporation, in the amount of an additional $9,702.37, and accepting Project 2016-106, 2016 Micro Surfacing, as complete and authorizing final payment in the amount of$9,702.37. Ayes - 5 - Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving Change Order No. 2 to the Agreement with Progressive Consulting Engineers, Inc., in the amount of an additional $4,096.29, and accepting Project 2015-112, 2015 Utility Rate Study, as complete and authorizing final payment in the amount of$2,617.50. Ayes - 5 - Nays - 0. MOTION: of Hooppaw, seconded by Bergman, accepting Project 2016-135, 2016 Hydrant Reconditioning and Painting, as complete and authorizing final payment on the Agreement with Champion Coatings, Inc., in the amount of$20,536.00. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota December 22, 2016 Page 5 MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2016-241 approving changes to the Pay and Benefit Plan for 2017. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, approving hiring the seasonal, part time and full time employees, acting assignment of employee, and resignation of employee, as listed in the Personnel Report dated December 22, 2016. Ayes - 5 -Nays - 0. MOTION: of Hooppaw, seconded by Bergman, to pay the claims and bills, on the check register dated November 30, 2016, in the amount of$1,571,112.99; and December 7, 2016, in the amount of$1,361,418.75. Ayes - 5 -Nays - 0. END OF CONSENT AGENDA DELEGARD APPLE VILLA APPARTMENTS Ms. Bodmer reviewed the request by Delegard Apple Villa Properties, LLC, for a Comprehensive Plan amendment redesignating property from "MD" (Medium Density Residential, 6-12 units/acre) to "HD" (High Density Residential, 12+units/acre), a rezoning from "M-7C" (Multiple Family Residential, 12-20 units/acre) to "PD" (Planned Development), and a final plat approval. The applicant is requesting these land use actions in order to construct a new 28-unit apartment building at 7800-7822 Whitney Drive. Discussion followed. Councilmember Grendahl requested the owner and management company continue to be active in the crime-free multi-housing program. MOTION: of Goodwin, seconded by Hooppaw, adopting Resolution No. 2016-242 approving an amendment to the Land Use Map of the 2030 Comprehensive Guide Plan redesignating property from "MD" (Medium Density Residential, 6-12 units/acre) to "HD" (High Density Residential, 12+units/acre), as recommended by the Planning Commission. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, passing Ordinance No. 1025 rezoning certain land from "M-7C" (Multiple Family Residential, 12-20 units/acre) and amending Chapter 155 of the City Code by Adding Article A36 establishing new Planned Development Designation No. 1025, Apple Villa 2nd Addition, as recommended by the Planning Commission. Ayes - 5 -Nays - 0. MOTION: of Grendahl, seconded by Bergman, adopting Resolution No. 2016-243 approving the final plat and waiver of Development Agreement for Apple Villa 2nd Addition, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota December 22, 2016 Page 6 COMMUNICATIONS Mr. Lawell provided a brief update regarding the vacancies on various advisory committees. Fire Chief Thompson warned the public regarding possible thin ice on lakes and other water bodies. 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, 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 Bergman, to adjourn. Ayes - 5 -Nays - 0. The meeting was adjourned at 7:26 o'clock p.m. Respectfully Submitted, /s/Pamela J. Gackstetter Pamela J. Gackstetter, City Clerk Approved by the Apple Valley City Council on Mary Hamann-Roland, Mayor 0000: ITEM: 4.13. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Adopt Resolution Accepting Donation of Table Tennis Table from Joanne Osterhaus for Use by Parks and Recreation Department Staff Contact: Department/ Division: Director, Barry Bernstein Parks and Recreation Department ACTION REQUESTED: Adopt resolution accepting the donation of a table tennis table from Joanne Osterhaus for use by the Parks and Recreation Department at the Apple Valley Community Center. SUMMARY: Joanne Osterhaus has offered to donate a table tennis table. Attached, please find a proposed resolution accepting the donation and thanking Ms. Osterhaus for her generosity. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION ACCEPTING DONATION WHEREAS,the City Council of Apple Valley encourages public donations to help defray costs to the general public of providing services and improve the quality of life in Apple Valley; and WHEREAS, Joanne Osterhaus has offered to donate a table tennis table to be utilized by the Parks and Recreation Department at the Apple Valley Community Center; and WHEREAS,Minnesota Statues 465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution approved by two-thirds of the members of the City Council. NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that this donation is hereby accepted for use by the City. BE IT FURTHER RESOLVED that the City sincerely thanks Joanne Osterhaus for her gracious donation. ADOPTED this 12th day of January, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 0000: ITEM: 4.C. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Adopt Resolution Accepting Donation of Bowflex Workout System from Troy and Lisa Schesso for Use by Fire Department Staff Contact: Department/ Division: Nealon P. Thompson, Fire Chief Fire Department ACTION REQUESTED: Adopt resolution accepting donation of a Bowflex workout system from Troy and Lisa Schesso for use by the Fire Department to aid in the healthy lifestyle choices of firefighters. SUMMARY: Troy and Lisa Schesso of 14334 Embry Path, Apple Valley, MN 55124, are donating a new Bow Flex workout system for use by the Fire Department to increase the exercise options available to firefighters. BACKGROUND: Troy and Lisa Schesso of 14334 Embry Path, Apple Valley, MN 55124, are donating a new Bowflex workout system for use by the Fire Department to increase the exercise options available to firefighters. The Apple Valley Fire Department is pleased to accept this donation on behalf of the firefighters. BUDGET IMPACT: N/A ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION 2017- A RESOLUTION ACCEPTING DONATION TO FIRE DEPARTMENT WHEREAS, the City Council of Apple Valley encourages public donations to help defray the costs to the general public of providing services in Apple Valley; and WHEREAS, Troy and Lisa Schesso, 14334 Embry Path, Apple Valley, MN 55124 have offered to donate a Bow Flex workout system for use by the Apple Valley Fire Department; and WHEREAS, Minnesota Statutes 465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution approved by two-thirds of the members of the City Council. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the donation is hereby accepted for use by the City. BE IT FURTHER RESOLVED that the City sincerely thanks Troy and Lisa Schesso group for the gracious and generous donation. ADOPTED this 12th day of January, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 0000: ITEM: 4.D. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Approve State Gambling Exempt Permit for Dakota County Voiture 1457, at American Legion, Post 1776, 14521 Granada Drive, on March 17, 2017 Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Approve issuance of a lawful gambling exempt permit, by the State Gambling Control Board, to Dakota County Voiture 1457, for use on March 17, 2017, at American Legion, Post 1776, 14521 Granada Drive, and waiving any waiting period for State approval. SUMMARY: Dakota County Voiture 1457, submitted an application for a gambling event to be held at American Legion, Post 1776, 14521 Granada Drive, on March 17, 2017. The application is on file should you wish to review it. BACKGROUND: Exempt permits to conduct lawful gambling activities, on five or fewer days in a calendar year, for qualified nonprofit organizations, are issued by the State Gambling Control Board. Issuance is subject to approval or denial by the city in which the gambling activity is to be conducted. BUDGET IMPACT: N/A *00 *000 *000 09000 ITEM: 4.E. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Adopt Resolution Designating Apple Valley Sun Thisweek as Official Newspaper for 2017 Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Adopt the resolution designating Apple Valley Sun Thisweek as the official newspaper of the City of Apple Valley for the year 2017. SUMMARY: The Apple Valley Sun Thisweek meets the requirements for a qualified newspaper under Minnesota Statutes § 331A.02. Staff is recommending the City Council designate the Apple Valley Sun Thisweek as the City's official newspaper. Ordinances, financial reports, and other information as required by law, as well as matters the Council deems advisable shall be published in the City's designated official newspaper. BACKGROUND: Minnesota Statutes § 412.831 requires that the City Council, at its first meeting of each year, designate a legal newspaper of general circulation in the City as its official newspaper. BUDGET IMPACT: Printing/publishing costs for legal notices are included in the 2017 budget. ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION DESIGNATING THE 2017 OFFICIAL CITY OF APPLE VALLEY NEWSPAPER WHEREAS,Apple Valley Sun Thisweek newspaper has been designated as the official City newspaper in past years; and WHEREAS, ECM Publishers, Inc., has submitted a proposal for having the Apple Valley Sun Thisweek designated as the 2017 City of Apple Valley official newspaper; and WHEREAS,Apple Valley Sun Thisweek qualifies as an official newspaper of the City, pursuant to State law; provides publication of legal notices in a newspaper widely distributed in the City; and the publisher has satisfactorily fulfilled its duties as the official newspaper of the City in the past. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Apple Valley Sun Thisweek be and hereby is designated as the official newspaper of the City of Apple Valley for the year 2017. ADOPTED this 12th day of January, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 0000: ITEM: 4.F. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Adopt Resolution Designating Anchor Bank of Apple Valley as Official Depository for City Funds in 2017 Staff Contact: Department/ Division: Ronald Hedberg, Finance Director Finance Department ACTION REQUESTED: Adopt resolution designating Anchor Bank as official depository for City funds in 2017. SUMMARY: Each year the City Council is to designate an official depository for the coming year. The attached resolution designates Anchor Bank of Apple Valley as the City's depository for the coming year. The City has used Anchor Bank for the past few years and has been pleased with the services provided and we are currently receiving a very favorable rate on amounts held in the depository accounts. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION DESIGNATING ANCHOR BANK AS OFFICIAL DEPOSITORY FOR CITY FUNDS IN 2017 WHEREAS, Anchor Bank of Apple Valley has been selected to be the City of Apple Valley's official depository; and WHEREAS, said bank has provided certain collateral for City deposits in excess of FDIC insurance. NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County,Minnesota,that Anchor Bank of Apple Valley be designated the City's official depository for 2017 for the payroll, savings, and checking accounts, and certificates of deposit with deposits not to exceed the limits of pledged collateral; BE IT FURTHER RESOLVED that, as of November 30, 2016, the following collateral is currently pledged at the following market values: Market Value Security CUSIP $ 396,843 FHR REMIC 3735KA 3137GAFSI 3,204,553 FNMA POOL AP9710 3138MDYG1 3,088,782 FNMA POOL MA 1237 31418ALT3 1,045,052 LITCHFIELD MN#465 BLDG 536699KB6 915,878 MONTGOMERY ISD 2905 613877AC3 2,354,781 FNMA REMIC 2013-20 KA 3136ACTL5 531,284 GNMA REMIC 2010-47 CL 38376YQ20 1,228,811 WASHINGTON ST 2011A 93974CSH4 1,090,990 WILSON CNTY TN 97217PC20 $ 13,856,974 Subtotal 110% Required coverage $ 12,597,249 Total permitted Deposits BE IT FURTHER RESOLVED that the following conditions shall be followed: 1. Said collateral shall be deposited in a trust account at Wells Fargo, Bank. 2. Anchor Bank of Apple Valley may furnish both collateral and a bond; deliver additional collateral from time to time; withdraw excess collateral; and substitute other collateral from that previously furnished. 3. The City Treasurer is hereby authorized to invest and transfer City funds in said institution; checks for these activities shall be included on the check approval list submitted to the Council at its next regular meeting. 4. That the permitted municipal deposit may be increased from time to time, subject to collateral and F.D.I.C. Insurance exceeding the amount deposited by at least ten percent(10%). ADOPTED this 12th day of January, 2017. Mary Hamann-Roland,Mayor ATTEST: Pamela Gackstetter, City Clerk 2 0000: ITEM: 4.G. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Adopt Resolution Designating Additional Depositories and Financial Security Dealers for City Funds in 2017 Staff Contact: Department/ Division: Ronald Hedberg, Finance Director Finance Department ACTION REQUESTED: Adopt resolution designating additional depositories and financial security dealers for City funds in 2017. SUMMARY: Each year the City Council is asked to designate additional official depositories beyond the designation of the depository for the main account, for the coming year. The attached resolution includes a list of the firms recommended to be designated as additional depositories. Prior to placing investments with each of the firms it is required that the City obtain a Broker Certification in a form determined by the State Auditor which acknowledges the broker's receipt of the City's investment policy and includes a provision that all future investments are to be made in accordance with MN Statutes. If the investments are considered bank deposits (Certificates of Deposit, Savings and or Checking accounts) collateral shall be pledged by the institution for any amounts exceeding FDIC insurance Coverage. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION DESIGNATING ADDITIONAL DEPOSITORIES AND FINANCIAL SECURITY DEALERS FOR CITY FUNDS IN 2017 WHEREAS,the City Council,by Resolution No. 2016-3 adopted on the 14th day of January, 2016 designated certain banking, savings and financial institutions as additional official depositories of City funds, and WHEREAS,the City Treasurer has requested the designation of depositories and finance security dealers for City funds in 2017. NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley: 1. The following are hereby designated as additional depositories or financial security dealers: A. Wells Fargo Securities, LLC B. Wells Fargo Bank,NA C. Northland Securities, Inc. D. RBC Capital Markets Corporation E. Robert W. Baird&Co. Inc F. Stifel Nicolaus&Co, Inc. G. USBank H. Think Mutual Bank 1. BMO Harris Bank N.A. 2. The permitted municipal deposit may be increased from time to time, subject to collateral and F.D.I.C. Insurance for time deposits exceeding the amount deposited by at least ten percent(10%). 3. For time deposits,the institutions may furnish both collateral and a bond; deliver additional collateral from time to time; withdraw excess collateral; and substitute other collateral from that previously furnished. 4. Each year each investment broker must acknowledge receiving a statement of investment restrictions which shall include a provision that investments are to be made in accordance with Minnesota Statutes governing the investment of public funds. Such statement shall be in a form provided by the State Auditor. 5. The City Treasurer or Asst. Treasurer,together with the Mayor or Acting Mayor, are hereby authorized to invest City funds in said institutions and in such other government securities as permitted by law. ADOPTED this 12th day of January, 2017. Mary Hamann-Roland,Mayor ATTEST: Pamela J. Gackstetter, City Clerk 2 *00 *000 *000 09000 ITEM: 4.H. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Approve City Council Committee Assignments for 2017 Staff Contact: Department/ Division: Tom Lawell, City Administrator Administration Department ACTION REQUESTED: Approve City Council committee assignments as outlined in the attached Summary of Committee Membership for 2017. SUMMARY: In addition to the regular duties associated with being a member of the City Council, members are often called upon to represent the City on a number of additional boards and committees. In mid-December 2016, a draft Summary of Committee Membership for 2017 was distributed for City Council review. Based on comments received, the list has now been updated and is attached for approval. BACKGROUND: It is important that the City of Apple Valley be represented on various boards and committees that impact the financial health, public safety and quality of life in our community. We are fortunate that the Mayor and City Councilmembers are willing to devote countless hours serving on these committees to benefit our City. BUDGET IMPACT: Mileage expenses associated with attending meetings of the identified boards and committees are reimbursable and are accounted for in the approved 2017 budget. ATTACHMENTS: Exhibit Apple Valley City Council Summary of Committee Membership for 2017 Member Officio or Council Volunteer Organization Other Positions ppoApplication From Office Mary Hamann- Economic Municipal Apple Valley National League of Cities Roland, Mayor Development Legislative Arts Foundation Transportation and Authority Commission Infrastructure Services Board League of Steering Committee Apple Valley Fire Minnesota Cities Relief Association Dakota County Improving National League of Cities Board Mayors/ Service Delivery Audit Committee Administrators Policy Committee Metropolitan Council Livable Communities Metro Cities— Advisory Committee— Transportation Chair and General Government Metropolitan Council Policy Transportation Advisory Committee Board (TAB) and Executive Committee Regional Member Council of Mayors John Bergman Economic ALF Ambulance Development Board Authority Metropolitan Airports Commission Noise Oversight Committee Dakota Communications Center Board— Primary Rep. Tom Goodwin, Economic Acting Mayor League of National League of Cities Acting Mayor/ Development (Mayor Pro Tem) Minnesota Cities Finance, Administration Mayor Pro Tem Authority- Chair Improving Local & Intergovernmental Economies Relations Steering Policy Committee Committee Metro Cities Metropolitan Agencies Policy Committee Member Officio or i Organization Otber Positions Appointmentspp From Office Ruth Grendahl Economic Counties Transit Development Improvement Board Authority Grant Evaluation and Ranking System (GEARS) Committee Clint Hooppaw Economic Minnesota Valley District 196 Suburban Transit Development Transit Authority Foundation Authority—Vice Chair Authority Board Dakota Communications Center Board— Alternate Rep. 0000: ITEM: 4.1. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Appoint Statutory Members to Apple Valley Firefighters Relief Association (AVFRA) Board of Trustees for 2017 Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Appoint Mary Hamann-Roland and Pamela Gackstetter as statutory members to the Apple Valley Firefighters Relief Association(AVFRA) Board of Trustees for the year 2017. SUMMARY: The current Apple Valley Firefighters Relief Association statutory board members are Mary Hamann-Roland and Pamela Gackstetter. Both individuals have indicated an interest in serving on the Board in 2017. The City Council is requested to appoint the AFVRA statutory members to the Board of Trustees for 2017. BACKGROUND: Article H, Board of Trustees, Sec. 2.1, of the Apple Valley Firefighters Relief Association Bylaws requires the City Council annually designate one elected municipal official and one elected or appointed municipal official to the Firefighters Relief Association Board of Trustees. BUDGET IMPACT: N/A *00 *000 *000 09000 ITEM: 4.J. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Approve Legislative Policy Priorities for 2017 Staff Contact: Department/ Division: Tom Lawell, City Administrator Administration Department ACTION REQUESTED: Council is asked to review and approve the City's Legislative Policy Priorities for 2017. SUMMARY: As Council will recall, on December 8, 2016, we had scheduled for our informal meeting agenda a discussion of 2017 legislative policies. Council received copies of the adopted legislative positions of the League of Minnesota Cities, Metro Cities and the Municipal Legislative Commission. Due to time constraints, we only had time to hear from Dakota County Commissioner Chris Gerlach on one potential 2017 issue, that being possible revisions to the Metropolitan Council appointment process. This issue is tentatively scheduled to come back for further City Council discussion on February 9, 2017. Attached please find a staff summary of the other key legislative policies that are important to the City for 2017. Please review this list and let me know if you have any questions or concerns. BACKGROUND: There are two upcoming legislative meetings that you may want to attend: Municipal Legislative Breakfast Meeting Friday, January 13, 2017 7:30 to 9:00 a.m. Eagan Community Center League of Minnesota Cities 2017 Legislative Conference for Cities Thursday, March 23, 2017 Best Western Capitol Ridge, St. Paul If you would like to attend either, please let me or Stephanie know so we can get you registered. BUDGET IMPACT: N/A ATTACHMENTS: Exhibit City of Apple Valley Legislative Policy Priorities for 2017 Long-Term Transportation Funding Support stable and sufficient transportation funding for state and local roads. Support a balanced transportation package for roads, bridges and transit, including investments in suburban areas. Support expansion of the Apple Valley Transit Station and pedestrian safety improvements on Cedar Avenue including the installation of a pedestrian skyway at the 147th Street Station. Sunday Liquor Sales Oppose legislation that would permit off-sale liquor sales on Sundays. Studies in other states have shown that an expansion in the number of days alcohol is available for purchase can lead to increased traffic fatalities and have negative impacts on health care providers, insurers, and public safety personnel. Legislation that provides a local option for Sunday sales is also problematic in that the intensely competitive nature of the liquor business in the Metro area all but precludes a store from staying closed on Sundays. Election Process Improvement by Expanding Early Voting Support expansion of the time period for early voting. As shown in this last election, the opportunity to vote early is very popular. Early voting allows voters to directly insert their ballot into the voting tabulator and is less costly to administer in comparison to absentee voting. Currently State law limits early voting to only one week prior to the election and this should be extended to two weeks or longer. Modernize Data Practices Act Support changes to the Minnesota Data Practices Act to reflect today's data intensive environment, protect municipalities from abusive or harassing requests and to compensate municipalities for overly broad and burdensome requests. Job Creation and Development Tools Support full funding for the Minnesota Investment Fund and the Job Creation Fund administered by the MN Department of Energy and Economic Development (DEED). Support flexibility in Tax Increment Financing (TIF) policies. Oppose County efforts to gain veto power over TIF funds in newly created districts. Emerald Ash Borer Grant Assistance Support funding for community forestry in preparation/response to the Emerald ash borer (EAB) insect infestation. While EAB has been in Minnesota for several years, forestry professionals now believe we are at a tipping point and 20-40% of all community trees will soon be impacted. Budget Levy Limits and Local Control Oppose state limitations on local property tax levies. Support allowing local elected officials to make the best decisions to meet the needs of our local residents. *00 *000 *000 09000 ITEM: 4.K. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Adopt Resolution Accepting the Emergency Operations Plan Staff Contact: Department/ Division: Nick Francis, Police Captain Police Department ACTION REQUESTED: Adopt a resolution accepting the City of Apple Valley Emergency Operations Plan. SUMMARY: The City of Apple Valley has had an Emergency Operations Plan (EOP) in effect for many years. The EOP sets forth which positions and departments within city government are responsible for what activities in the event of a natural or man made disaster affecting our city. The EOP also prescribes a general framework to guide the manner in which these incidents will be handled. We occasionally review and update the EOP and have conducted such a review and update over the last year. Updates include personnel changes and additional information from the Dakota County Special Operations Team(SOT). All department heads and the Dakota County Emergency Management Director have reviewed the EOP. It complies with state and federal mandates. City staff will also continue to conduct occasional reviews. The document contains sensitive data and is therefore not public. A copy has been made and placed in the council office for your review. Additional copies can be requested from the Chief of Police. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Agreement CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION ACCEPTING THE CITY OF APPLE VALLEY EMERGENCY OPERATIONS PLAN WHEREAS, the City of Apple Valley is responsible to protect life and property under a wide range of emergency conditions; and WHEREAS, there are existing federal, state, and local statutes designating how emergency responses should be handled; and WHEREAS, Minnesota Statute 299K.05 states: "Political subdivisions should prepare emergency plans that adequately address the requirements contained in section 11003 of the federal act". NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the proposed Emergency Operations Plan has been accepted. ADOPTED this 12th day of January, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 0000: ITEM: 41. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Approve Reduction of Various Financial Guarantees Staff Contact: Department/ Division: Joan Murphy, Department Assistant Community Development Department ACTION REQUESTED: Approve reduction of various 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 these developments indicates that the following actions are in order: 1. Cortland Fourth Addition LOC #005904647 (PC 15-17-F) Original Deposit on 9/8/15 $872,000.00 Reduced 12/22/15 to $341,495.00 Reduced 5/26/16 to $174,400.00 Reduce now to $10,000.00 2. Karamella Addition LOC #6323886 (PC15-26-ZSB) Original Deposit on 12/22/15 $272,088.00 Reduce now to $170,000.00 BACKGROUND: N/A BUDGET IMPACT: N/A *00 *000 *000 09000 ITEM: 4.M. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Adopt Resolution Requesting MnDOT Speed Study on 157th Street for Project 2015-103, 157th Street& Johnny Cake Ridge Road Improvements Staff Contact: Department/ Division: Brandon Anderson, City Engineer Engineering Division ACTION REQUESTED: Adopt resolution requesting the Minnesota Department of Transportation (MnDOT) to complete a Speed Study on 157th Street — SAP 186-113-003, from Finch Avenue to Pilot Knob Road, for Project 2015-103, 157th Street & Johnny Cake Ridge Road Improvements. SUMMARY: The City of Apple Valley recently completed the construction of 157th Street from Finch Avenue to Pilot Knob Road to expand the City's collector street system One of the final remaining items to complete as part of the Municipal State Aid process is to determine the proper speed limit within the corridor (see attached Figure). Minnesota Statutes 169.14 outlines the process for modification of speed limits in excess of 30 mph. If the City wishes to establish a speed limit in excess of 30 mph for this roadway segment, the City must provide a request to the Commissioner of Transportation to perform an engineering investigation for the purpose of determining what speed is reasonable and safe. The attached resolution authorizes staff to submit a request for an engineering investigation to the Minnesota Department of Transportation for the purposes determining the proper posted speed limit within the corridor. If the City Council adopts the resolution, Public Works staff will coordinate the study process with MnDOT and inform the City Council of the results upon completion of the investigation. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Map Resolution m 01 157th StreetQL I > Q' I +� 4- L L � �� � v \09 �' ° q-E�-F Lu 0 El 0 160th Street (CSAH 46) L P— - - - - - - � L 157TH STREET SPEED STUDY CITY OF APPLE VALLEY FIGURE Apple Valley DATE: 12/1/16 CITY OF APPLE VALLEY RESOLUTION NO. 2017- ADOPT RESOLUTION REQUESTING THE MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) TO COMPLETE A SPEED STUDY ON 157TH STREET— SAP 186-113-003, FROM FINCH AVENUE TO PILOT KNOB ROAD, FOR PROJECT 2015- 103, 157TH STREET & JOHNNY CAKE RIDGE ROAD IMPROVEMENTS WHEREAS, the City of Apple Valley is interested in reviewing the speed limit on 157th Street between Finch Avenue and Pilot Knob Road. WHEREAS, the authority to determine the safe and reasonable speed on a roadway resides with the Commissioner of the Minnesota Department of Transportation(MnDOT), NOW THEREFORE BE IT RESOLVED,by The City Council of The City of Apple Valley, Minnesota, hereby requests that MnDOT complete a speed study on 157th Street from Finch Avenue to Pilot Knob Road for the purposes of determining the proper speed limit within the corridor. Adopted this 12th day of January, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk *00 *000 *000 09000 ITEM: 4.N. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Adopt Resolution Authorizing Preparation of Corridor and Feasibility Study for Project 2017-109, Johnny Cake Ridge Road Staff Contact: Department/ Division: Matt Saam, Public Works Director Public Works Department ACTION REQUESTED: Adopt resolution authorizing the preparation of a Corridor and Feasibility Study for Project 2017-109, Johnny Cake Ridge Road. SUMMARY: The draft 2017-2021 Capital Improvements Program for the City includes improvements to Johnny Cake Ridge Road (JCRR) from 140th Street north to CSAH 38 (McAndrews Road) in 2018. Given the amount of ongoing and planned development along JCRR south of 140th Street, staff believes it would be prudent to complete a feasibility study for this construction area as well as the existing traffic in an expanded corridor from CSAH 42 north to McAndrews Road. The corridor study would examine the existing/proposed traffic along JCRR and confirm that the current lane configuration for the corridor is correct. Staff would not typically begin planning efforts until the fall of 2017 for a 2018 construction project, but the added corridor study area warrants staff starting on the project this winter. Additionally, Dakota County has planned for a future extension of the North Creek Greenway Regional Trail to parallel the corridor of JCRR- However, the exact location has not been determined. The County is interested in partnering with the City to share in the cost of the Corridor and Feasibility Study to evaluate possible locations for the future Greenway Trail. A future Joint Powers Agreement will be needed to formalize the County's cost participation. A map of the proposed study areas is attached. BACKGROUND: Staff utilized the City's existing engineering consultant pool to obtain a proposal from Stonebrooke Engineering for this work. The main work tasks of their proposal include: • Completion of a traffic study of the entire corridor including data collection, computerized traffic model, operational analysis, and recommended corridor configuration. • Completion of a topographic field survey to collect ground elevations, utility locations, and surface features within the full right-of-way of the feasibility study area. • Completion of a feasibility study including an evaluation of improvements for the roadway, utilities, and Greenway as well as cost estimates for each. 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CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION AUTHORIZING PREPARATION OF A CORRIDOR AND FEASIBILITY STUDY FOR PROJECT 2017-109, JOHNNY CAKE RIDGE ROAD WHEREAS, the City's draft Capital Improvements Program identifies Johnny Cake Ridge Road for proposed infrastructure improvements in 2018 from 140th Street north to CSAH 38 (McAndrews Road); and WHEREAS, it would be prudent to not only complete a feasibility study for the above construction area but to also look at the existing traffic in an expanded corridor study from CSAH 42 north to McAndrews Road; and WHEREAS, Dakota County is interested in partnering with the City to share in the cost of the Corridor and Feasibility Study to evaluate possible locations for the future Greenway Trail; and WHEREAS, the City Council considers it to be in the best interest of the City to begin the process of information/data gathering this winter for improvements scheduled for construction in the year 2018. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: 1. Improvement Project 2017-109, Johnny Cake Ridge Road is hereby established. 2. Staff is directed to conduct preliminary field work and prepare a Corridor and Feasibility Study. 3. Estimated project costs and proposed funding for the Corridor and Feasibility Study are authorized as follows: Estimated Project Costs: Corridor/Feasibility Study $ 111,180 Estimated Project Funding Road Improvement Fund $ 92,278 Dakota County Funding $ 18,902 Total Estimated Funding $ 111,180 ADOPTED this 12th day of January 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 2 *00 *000 *000 09000 ITEM: 4.0. 0 00 ••• COUNCIL MEETING DATE: January 12, 2017 Apple Valley SECTION: Consent Agenda Description: Adopt Resolution Directing Preparation of Plans and Specifications for Project 2017-110, 2017 Utility Improvements Staff Contact: Department/ Division: Brandon Anderson, City Engineer Engineering Division ACTION REQUESTED: Adopt resolution authorizing preparation of plans and specifications for Project 2017-110, 2017 Utility Improvements. SUMMARY: The City of Apple Valley 2016 and 2017 Capital Improvement Program identifies potential utility improvement work in the following neighborhoods as well as repair of deficient infrastructure: • Diamond Path Trunk Water Main Replacement • Delaney Park Storm Sewer Replacement • Briar Oaks Storm Sewer Repair • Hidden Ponds Storm Sewer Repair • Florida Lane Storm Sewer Repair • Dominica Way Sanitary Sewer Repair BACKGROUND: A map of the proposed project areas is attached (Figure: 1). These projects are tentatively scheduled for utility construction in 2017. City staff recommends that the design process begin this winter. The project development tasks for the proposed improvements would involve the following scope of work. • Conduct a topographical field survey to collect ground elevations, utility locations, and surface features within the proposed work zone. • Conduct a geotechnical investigation and soil borings within the work zone. • Prepare plans, specifications, and a project cost estimate. • Evaluate the needs for additional easements if necessary. • Review project plans and cost estimate with the City Council prior to bid process. BUDGET IMPACT: Project costs and funding included in the preliminary 2016 & 2017 operating budget are summarized as follows: Estimated Project Costs: Construction Cost $ 647,500 Construction Contingency 75,000 Engineering Design, Contract Admin 25,000 Engineering Inspection 25,000 Geotechnical Exploration 5,000 Material Testing 7,500 Preliminary Surveying/ Const. Staking 15,000 Total Estimated Cost $ 800,000 Estimated Project Funding Water Utility $ 500,000 Storm Drainage Utility 200,000 Sanitary Sewer Utility 100,000 Total Estimated Funding $ 800,000 ATTACHMENTS: Resolution Exhibit CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR PROJECT 2017-110, 2017 UTILITY IMPROVEMENTS WHEREAS, the City's Capital Improvements Program identifies proposed utility infrastructure improvements in 2017; and WHEREAS, the City Council has reviewed the scope of proposed improvements associated with the 2017 Utility Improvements project; and WHEREAS, the City Council considers it to be in the best interest of the City to begin the process of information gathering and have plans and specifications prepared for said improvements scheduled for construction in the year 2017. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: I. Improvement Project 2017-110, 2017 Utility Improvements is hereby established. 2. Staff is directed to conduct preliminary field work and prepare plans and specifications. 3. Estimated project costs and proposed funding for the project are authorized as follows: Estimated Project Costs: Construction Cost $ 647,500 Construction Contingency $ 75,000 Engineering Design, Contract Admin. $ 25,000 Engineering Inspection $ 25,000 Geotechnical Exploration $ 5,000 Material Testing $ 7,500 Preliminary Surveying/Const. Staking $ 15,000 Total Estimated Cost $ 800,000 Estimated Project Funding_ Water Utility $ 500,000 Storm Draining Utility $ 200,000 Sanitary Sewer Utility $ 100,000 Total Estimated Funding $ 800,000 ADOPTED this 12th day of January 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. 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'��ri i• •0,,�;,p,,�.,,puwp• _ ��� �{�'•.•- •IIItI .1111 ►��I■:��/IIII �_� .0�.�.•,,�.,,•-:11 ` A1� �- � I`�vl� -11111►? ►.VIII: •: •` `�,�,\t/1uu/l�a .1 1�7 1 /„Ii�Vlu��-- .Illnllltu � ..►1,����♦ / �Itlltl .�: %i��♦� � ni:�� ���_.uln�.r�,� � � ��`, IIIII��ilj:���l///t� �f.�i��%ii.. :�i7�� L: �Ila►\Iuy.� I—t'tii 11►\ t III 1 1 1 "• • 0000: ITEM: 4.P. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Approve Joint Powers Agreement with Dakota County for 2017 Sentence to Service (STS) Program Work Crews Staff Contact: Department/ Division: Barry Bernstein, Director Parks and Recreation Department ACTION REQUESTED: Approve Joint Powers Agreement with Dakota County for 2017 Sentence to Service (STS) Program Work Crews. SUMMARY: Staff is seeking authorization to enter into a Joint Powers Agreement with Dakota County for Sentence to Service Program Work Crews. The term of the Agreement shall be the 2017 calendar year and cost shall not exceed $25,992.00. BACKGROUND: In the past, the Dakota County STS crews have provided a valuable manpower resource in aiding maintenance division goals, both parks and streets. Typical assignments have been litter collection along city streets, clean-up after July 4th events, hockey rink and shelter painting, fall tree wrapping and mulching, cleaning around storm ponds, etc. The cost of this program for 2017 will be $456.00 per day and not to exceed $25,992.00. The cost is split between the Parks and Street Maintenance Divisions. The contract guarantees up to 57 crew days with a supervisor and an average crew of seven. This has been an effective portion of maintenance operations. BUDGET IMPACT: Funding has been designated within the 2017 Budget for this project. ATTACHMENTS: Agreement JOINT POWERS AGREEMENT BETWEEN THE COUNTY OF DAKOTA AND THE CITY OF APPLE VALLEY FOR SENTENCE TO SERVICE PROGRAM WORK CREWS AGREEMENT PERIOD: 111/2017-12/31/2017 This Agreement is made and entered into between the Dakota County, by and through the Community Corrections Department, hereinafter"County" and the City of Apple Valley, City Hall, 7100 West 147" Street, Apple Valley, MN 55124 hereinafter"City". WHEREAS,the County and the City are governmental units as that term is defined in Minn. Stat. §471.59; and WHEREAS, under Minn. Stat. § 471.59, subd. 1, two or more governmental units may enter into an agreement to cooperatively exercise any power common to the contracting parties, and one of the participating governmental units may exercise one of its powers on behalf of the other governmental units; and WHEREAS, the City desires the services of the Sentence to Service Program work crews; and WHEREAS, the County operates the Sentence to Service Program by providing work crews referred through the Community Corrections Department plus a supervisor to perform unskilled labor; and WHEREAS, The City will pay County a total amount of $25,992.00 at a rate of$456.00 per day for fifty seven (57) work crew days pursuant to the terms of this Agreement; and WHEREAS, the Dakota County Board of Commissioners authorized the County to enter into an agreement with the City for Sentence to Service work crews. Now,THEREFORE, in consideration of the mutual promises and agreements contained herein the parties agree as follows: 1. GENERAL PROVISIONS. 1.1 Purpose. The purpose of this Agreement is to define the rights and obligations of the County and City with respect to Sentence to Service("STS')work crews. 1.2 Cooperation. The County and City shall cooperate and use their reasonable efforts to ensure the most expeditious implementation of the various provisions of this Agreement. The parties agree to, in good faith, undertake resolution of any disputes in an equitable and timely manner. City and County liaisons will meet at least twice annually and more frequently if necessary to discuss issues related to the STS program. 1.3 Term. The term of this Agreement shall be from January 1, 2017 to and including December 31, 2017, regardless of the date of signatures hereunder, unless earlier terminated by law or according to the provisions herein. 1.4 Definitions. a) Work Crew. A work crew shall consist of a Crew leader and a crew of five to ten workers. The Crew leader, an employee of General Security Services Corporation (GSSC), shall oversee and be in charge of the work crew. b) Work Crew Days. An STS work crew day shall consist of seven hours, less a thirty minutes lunch break, between the hours of 8:00 am and 3:00 pm. A work crew may be discharged earlier at the discretion of the City supervisor. 2. CITY'S RIGHTS AND OBLIGATIONS. 2.1 General Description. City will purchase 57 STS work crew days. The specific days to be worked and the work to be performed shall be determined at least thirty days in advance of the work by the City and County. 2.2 Total Cost. The total amount to be paid by the City pursuant to this Agreement shall not exceed $25,992.00. The County will invoice the Contractor for actual crew days worked up to 57 days at a cost of$456.00 per day. The City agrees to pay the County$12,996.00 no later than May 15, 2017, and shall pay the remaining $12,996.00 no later than October 1, 2017. KS16-449 City of Apple Valley STS.doc Page 1 Custom 2.3 Work Projects. The City will provide work projects requiring unskilled labor such as light construction or landscaping, and any specialized equipment needed for the work. Each work project will be reduced to writing and provided to the Crew leader before work commences. A work project will be concluded when a City representative and the Crew leader sign off that work has been satisfactorily completed. 2.4 Crew. Work crew members, including the GSSC work crew leader, are not employees of the City or the County as specified in Minn. Stat. § 3.739. 3. COUNTY'S RIGHTS AND OBLIGATIONS. 3.1 General Description. The County will: • Provide STS work crews for the City pursuant to this Agreement. • Designate a person as the County's representative with respect to the City's services to be performed under this Agreement. Such person shall have complete authority to transmit instructions, receive information, interpret and define the County's policies and decisions with respect to services covered by this Agreement. 3.2 Payment. The County will submit invoices to the City for payment by the City. 3.3 Work Projects. The County, through its Contractor, General Security Services Corporation, shall equip work crews with some hand tools. 3.4 Other Work. The County may, at its discretion, offer the City the opportunity to use more than 57 crew days per year without additional cost to City if additional days are available. 4. LIABLE FOR OWN ACTS. 4.1 Each party to this Agreement shall be liable for the acts of its own officers, employees and agents and the results thereof to the extent authorized by law and shall not be responsible for the acts of another party, its officers, employees and/or agents. It is understood and agreed that the provisions of the Municipal Tort Claims Act, Minn. Stat. Ch. 466, and other applicable laws govern liability arising from a party's acts or omissions. Each Party warrants that it has an insurance or self-insurance program that has minimum coverage consistent with the liability limits contained in Minn. Stat. Ch. 466. 4.2 Any and all work crew members engaged in the aforesaid work to be performed by the County shall not be considered employees of City and any and all claims that may or might arise under the Workers' Compensation Act of this state on behalf of the work crew members while so engaged, and any and all claims made by any third party as a consequence of any act or omission on the part of the work members while so engaged on any of the work contemplated herein shall not be the obligation or responsibility of City but shall be determined as provided in Minn. Stat. § 3.739. The County shall not be responsible under the Workers' Compensation Act for any employees of City. 5. FORCE MAJEURE. Neither party shall be liable to the other party for any loss or damage resulting from a delay or failure to perform due to unforeseeable acts or events outside the defaulting party's reasonable control, providing the defaulting party gives notice to the other party as soon as possible. Acts and events may include acts of God, acts of terrorism,war, fire,flood, epidemic, acts of civil or military authority, and natural disasters. 6. TERMINATION. 6.1 Good Cause. If either party fails to fulfill its obligations under this Agreement, such failure shall be considered good cause to terminate this Agreement on seven days' notice by the other party. 6.2 With or Without Cause. This Agreement may be terminated with or without cause, by the County or City upon thirty(30)days written notice. KS16-449 City of Apple Valley STS.doc Page 2 Custom 6.3 Effect of Termination. Termination of this Agreement shall not discharge any liability, responsibility or right of any party which arises from the performance of or failure to adequately perform the terms of this Agreement prior to the effective date of termination. Nor shall termination discharge any obligation which by its nature would survive after the date of termination. All STS work crews prepaid by the City shall be refunded to the City if the same are not used. 6.4 Termination by County - Lack of Funding. Notwithstanding any provision of this Agreement to the contrary, the County may immediately terminate this Agreement if it does not obtain funding from the Minnesota Legislature, Minnesota Agencies or other funding source, or if its funding cannot be continued at a level sufficient to perform the services anticipated by this Agreement. Written Notice of Termination sent by the County to the City by facsimile or email is sufficient notice under the terms of this Agreement. The County will not be assessed any penalty or damages if the Agreement is terminated due to lack of funding. 7. DAMAGES. Duty to Mitigate. Both parties shall use their best efforts to mitigate any damages which might be suffered by reason of any event giving rise to a remedy hereunder. 8. REPRESENTATIVE. Liaison. To assist the parties in the day-to-day performance of this Agreement and to develop service, ensure compliance and provide ongoing consultation, a liaison shall be designated by the City and the County. The parties shall keep each other continually informed, in writing, of any change in the designated liaison. At the time of execution of this Agreement the following persons are the designated liaisons: City Liaison: County Liaison: Tom Adamini Leanne Walter Parks Superintendent Community Corrections Supervisor 7100 West 147th Street Phone Number: 651-438-8336 Apple Valley, MN 55124 Phone Number:952-953-2300 9. MODIFICATIONS. Any alterations, variations, modifications, or waivers of the provisions of this Agreement shall only be valid when they have been reduced to writing, signed by Authorized Representatives of the County and City. 10. COMPLIANCE WITH LAWS/STANDARDS. 10.1 Minnesota Law to Govern. This Agreement shall be governed by and construed in accordance with the substantive and procedural laws of the State of Minnesota. 10.2 City agrees to abide by all Federal, State or local laws, statutes, ordinances, rules and regulations now in effect or hereinafter adopted pertaining to this contract or other facilities, programs and staff for which it is responsible. 11. SEVERABILITY. 11.1 The provisions of this Agreement shall be deemed severable. If any part of this Agreement is rendered void, invalid, or unenforceable, such rendering shall not affect the validity and enforceability of the remainder of this Agreement unless the part or parts that are void, invalid or otherwise unenforceable shall substantially impair the value of the entire Agreement with respect to either party. KS16-449 City of Apple Valley STS.doc Page 3 Custom 12. MERGER. 12.1 This Agreement is the final expression of the agreement of the parties and the complete and exclusive statement of the terms agreed upon, and shall supersede all prior negotiations, understandings or agreements. There are no representations,warranties, or stipulations, either oral or written, not herein contained. IN WITNESS WHEREOF, the parties have executed this Agreement on the dates indicated below: Approved by Dakota County Board COUNTY OF DAKOTA Resolution No. 16- 591 By Kelly Harder Approved as to form: Title Community Services Director Date of Signature /s/Amelia Jadoo 12/21/16 Assistant County Attorney/Date File No. KS-16-449 CITY OF APPLE VALLEY (I represent and warrant that I am authorized by law to execute this Agreement and legally bind the City). By (Please print name.) Title Date of Signature KS16-449 City of Apple Valley STS.doc Page 4 Custom 0000: ITEM: 4.Q. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Consent Agenda Description: Approve Agreement with Universal Cleaning Services, Inc., for 2017 Municipal Center Cleaning Services Staff Contact: Department/ Division: Dean Jacobson, Public Works Supervisor- Fleet/ Building Fleet Maintenance Division Maint ACTION REQUESTED: Approve agreement with Universal Cleaning Services, Inc. for the 2017 Municipal Center Cleaning Services at $1,395 per month for an aggregate annual amount of$16,740. SUMMARY: To improve the overall appearance and cleanliness of the Municipal Center, funding was included in the 2017 approved budget to provide contractual cleaning. This contractual cleaning would be limited to all restrooms and locker rooms throughout the Municipal Center, including the Police Department. The contractual cleaning will be done on a daily basis, 5- days per week. A standard City service agreement will be utilized for this project. BACKGROUND: N/A BUDGET IMPACT: Cleaning proposals were received from four contractors: Company Name Total Quotation Universal Cleaning Services, Inc. $1,395.00 / Month Jan-Pro Cleaning Systems $1,660.00 / Month City Wide Maintenance of MN $2,195.00 / Month Vanguard Cleaning Systems $2,400.00 / Month 0000: ITEM: 4.R. :0:: Apple COUNCIL MEETING DATE: January 12, 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 January 12,2017 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) Lucas Aronson Rehire Recreation Attendant Seasonal 1800 $ 9.75 Hourly C-01 12/20/2016 Ian Bender Rehire Recreation Attendant Seasonal 1800 $ 9.75 Hourly C-01 12/27/2016 Part-Time, Colin Benson Hire Liquor Clerk Regular 5020 $ 11.00 Hourly L-1 12/19/2016 Shania Bhend Hire Recreation Attendant Seasonal 1800 $ 9.50 Hourly C-01 12/29/2016 Alisha Blaydes Hire Recreation Attendant Seasonal 1800 $ 10.00 Hourly C-01 12/19/2016 Cole Brenno Rehire Recreation Attendant Seasonal 1800 $ 9.50 Hourly C-01 12/27/2016 Lead Skating Part-Time, Susanna Butler Hire Instructor I Variable 5205 $ 10.50 Hourly C-01 1/9/2017 Food&Beverage Part-Time, Matthew Gaughan Hire Coordinator Variable 5105 $ 17.65 Hourly C-09 1/13/2017 Accept Part-Time, Amanda Granos Resignation Liquor Clerk Regular 5060 $ 10.75 Hourly L-1 12/31/2016 Part-Time, Brian Herzig Hire Liquor Clerk Regular 5090 $ 11.00 Hourly L-1 12/24/2016 Trevor Hestness Rehire Recreation Attendant Seasonal 1800 $ 9.75 Hourly C-01 12/29/2016 Mary Keating Rehire Recreation Attendant Seasonal 1800 $ 9.50 Hourly C-01 12/23/2016 Jamie Meyers Hire Recreation Attendant Seasonal 1800 $ 10.00 Hourly C-01 12/23/2016 Sally Nelson Rehire Recreation Attendant Seasonal 1800 $ 9.75 Hourly C-01 12/20/2016 Rachel Niederkorn Hire Recreation Attendant Seasonal 1800 $ 9.50 Hourly C-01 12/19/2016 Eric Reimer Hire Recreation Attendant Seasonal 1800 $ 9.50 Hourly C-01 12/28,2016 Ethan Ta Hire Recreation Attendant Seasonal 1800 $ 9.50 Hourly C-01 12/29/2016 Ethan Verdegan Rehire Recreation Attendant Seasonal 1800 $ 10.25 Hourly C-01 12/23/2016 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 2 *00 *000 *000 09000 ITEM: 4.S. 000 Apple COUNCIL MEETING DATE: January 12, 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 December 15, 2016, December 21, 2016, and December 28, 2016 in the amounts of$4,104,185.24, $1,073,908.59,and $1,797,256.34, respectively. ATTACHMENTS: Claims and Bills Claims and Bills Claims and Bills R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/152016 15:25:38 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 11/21/2016 -- 12/192016 Check ft Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 11791 12/1620/6 145130 1 CLEAN CONSCIENCE 1,350.00 ST.MARY'S NOV CLEANING 300971 IOCNOV 16 2092.6240 CLEANING SERVICE/GARBAGE 14200 CEDAR AVE-OLD CITY HALL 1,350.00 11792 /2/162016 100709 BATTERIES PLUS BULBS 39.98 SEWER COMPUTER UPS 301061 17385622 5375.6229 GENERALSUPPLIES SEWER MAINTENANCE AND REPAIR 39.98 11793 12/162016 142897 BOLTON&MENK,INC. 9,073.00 CONSTRUCTION STAKING 300986 196654 20276235 2015103G CONSULTANT SERVICES ROADESCROW 2,017.00 TRAFFIC DESIGN 300980 196657 45026235 201617IG CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 13,151.50 CONSTRUCTION STAKING 300985 196658 45026235 2015143G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 1,181.00 TRAFFIC DESIGN 301181 196659 15106235 100/5103 CONSULTANT SERVICES PW ENGINEERING&TECHNICAL 1,825.50 TRAFFIC DESIGN 301181 196659 1510.6235 10015103 CONSULTANT SERVICES PW ENGINEERING&TECHNICAL 132.00 TRAFFIC DESIGN 301181 196659 45026235 2016139G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 1920.00 TRAFFIC DESIGN 301181 196659 4502.6235 20161730 CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 26,941.50 CONSTRUCTION OBSERVATION 300984 196661 20276235 2015117G CONSULTANT SERVICES ROADESCROW 6,413.50 CONSTRUCTION STAKING 300987 196662 2027.6235 2016104G CONSULTANT SERVICES ROADESCROW 1,005.00 SURVEYING 300983 196663 45026235 20151590 CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 1,487.00 CONSTRUCTION OBSERVATION 300982 196665 4502.6235 2015175G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 618.50 CONSTRUCTION OBSERVATION 300981 196666 4502.6235 2015153G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 65,765.50 11794 12/16/2016 143314 CLEAR RIVER BEVERAGE CO 428.96 BEER#3 00051160 301230 671068 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 230.00 BEER#I 00051160 301229 671097 5015.6530 BEER LIQUOR HI STOCK PURCHASES 658.96 11795 12/16/2016 100102 COLLEGE CITY BEVERAGE 340.80 BEER91 00000114 301107 32176 5015.6530 BEER LIQUOR I STOCK PURCHASES 340.80 BEER#3 00000114 301119 32215 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 350.85- FOS BEER RETURN 300184 323589 5120.6419 GOLF-BEER GOLF KITCHEN 6000 BEER#3 00000114 301120 32496 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 382.60- CMBEER#2 00000114 301113 32578 5055.6530 BEER LIQUOR 92 STOCK PURCHASES 356.00 BEER#2 00000114 301114 32579 5055.6530 BEER LIQUOR 42 STOCK PURCHASES 78.45- CMBEER#3 00000114 301117 32581 5085.6530 BEER LIQUOR N3 STOCK PURCHASES 72.00 BEER93 00000114 301117 32581 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 2,711.15 BEER91 00000114 301105 445990 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 293.80- CMBEER#I 00000114 301106 445991 5015.6530 BEER LIQUOR 91 STOCK PURCHASES 110.45 BEER#1 00000114 301106 445991 50156530 BEER LIQUOR 41 STOCK PURCHASES 40.90 TAX#3 00000114 301116 445992 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/15/2016 1525.38 Council Check Register by GL Page- 2 Council Chack Register by Ivvosee&Summary 11/21/2016 — 12/19/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 11795 12/16/2016 100102 COLLEGE CITY BEVERAGE Continued... 3,032.10 BEER93 00000114 301116 445992 5085.6530 BEER LIQUOR 43 STOCK PURCHASES 23185- CMBEER93 00000114 301118 445993 .5085.6530 BEER LIQUOR#3 STOCK PURCHASES 222.70 BEER#3 00000114 301118 445993 50856530 BEER LIQUOR 03 STOCK PURCHASES 30.85- CMBEER#2 00000114 301111 445994 5055.6530 BEER LIQUOR 42 STOCK PURCHASES 16.25 TAX#2 00000114 301111 445994 5055.6540 TAXABLE MISC FOR RESALE LIQUOR 92 STOCK PURCHASES 6,410.85 BEER92 00000114 301111 445994 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 1091.92- CMBEER#3 00000114 301121 446018 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,045.35 BEER#3 00000114 301121 446018 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 3,173.60 BEER#3 00000114 301122 446019 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 2045 TAX#1 00000114 301108 446020 5015.6540 TAXABLE MISC FOR RESALE LIQUOR 41 STOCK PURCHASES 4,128.45 BEER#1 00000114 301108 446020 5015.6530 BEER LIQUOR#I STOCK PURCHASES 362.61- CMBEER#1 00000114 301109 446021 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 267.30 BEER#I 00000114 301109 446021 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 8722- CMBEER#2 00000114 301112 446023 50556530 BEER LIQUOR#2 STOCK PURCHASES 5300 BEER#2 00000114 301112 446023 5055 6530 BEER LIQUOR 92 STOCK PURCHASES 376.78- CMBEER#3 00000114 301115 940430 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 2045. TAX#3 00000114 301115 940430 5085.6540 TAXABLE MISC FOR RESALE LIQUOR 93 STOCK PURCHASES 4,851.58 BEER#3 00000114 301115 940430 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 21046- CMBEER#2 00000114 301110 940431 50556530 BEER LIQUOR#2 STOCK PURCHASES 20.45 TAX#2 00000114 301110 940431 5055.6540 TAXABLE MISC FOR RESALE LIQUOR 42 STOCK PURCHASES 2,305.45 BEER#2 00000114 301110 940431 5055.6530 BEER LIQUOR 42 STOCK PURCHASES 26,102.69 11796 12/16/2016 116265 GALETON 447.00 REPL GLOVES 301065 138098100 5375.6229 GENERAL SUPPLIES SEWER MAINTENANCE AND REPAIR 447.00 11797 12/162016 100491 GREATER TWIN CITIES UNITED WAY 62.50 CHARITABLE GIVING 301135 1213161430045 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 62.50 11798 12/162016 136639 IMPACT PROVEN SOLUTIONS 1,09289 UB PRINT/MAIL BILLS NOV 301087 119578 53036249 OTHER CONTRACTUAL SERVICES UTILITY BILLING 2,58308 UB POSTAGE NOV 301087 119578 53036238 POSTAGENPS/FEDEX UTILITY BILLING 3,675.97 11799 12/162016 103314 INNOVATIVE OFFICE SOLATIONS 1.35- CORRECTING ENTRY 300865 IN1413342 19706210 OFFICE SUPPLIES CABLETV 1.35 CABLE INDEX CARDS 300865 IN1413342 19706210 OFFICESUPPLIES CABLETV 637 PK CALENDAR BENJAMIN 300865 IN1413342 1710.6210 OFFICESUPPLIES PARK MAINTEY 'E MANAGEMENT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/15/2016 15:25:38 Council Check Register by GL Page- 3 Council Check Register by Invoice&Smnmary 1121/2016 -- 12/19/2016 Check M Date Amount Supplier/Explanation PO 9 Doc No Inv No Account No Subledger Account Description Business Unit 11799 12/16/2016 103314 INNOVATIVE OFFICE SOLUTIONS Continued... 15.64 DEV CALENDAR BODMER 300865 IN1413342 1100.6210 OFFICE SUPPLIES DEV MANAGEMENT 296.27 FIN CHAIRMATS,WHITE ENVELOPES 300865 IN1413342 10356210 OFFICE SUPPLIES FINANCE 1.35 CABLE INDEX CARDS 300865 IN1413342 48026210 OFFICE SUPPLIES CABLE TV-SPECIAL REVENUE 23.68 PW OFFICE SUPPLIES 300862 IN 1413343 1500.6210 OFFICE SUPPLIES PW MANAGEMENT 39.68 STREETS OFFICE SUPPLIES 300862 INI413343 1600.6210 OFFICE SUPPLIES STREET MANAGEMENT 44.14 ENGINEERING OFFICE SUPPLIES 300862 IN1413343 1510.6210 OFFICE SUPPLIES PW ENGINEERING&TECHNICAL 3.25 UTILITIES SEWEROFFICE SUPPLIES 300862 IN1413343 5365.6210 OFFICE SUPPLIES SEWER MGMT/REPORTS/DATA ENTRY 4.74 UTILITIES WATE OFFICE SUPPLIES 300862 IN1413343 53056210 OFFICE SUPPLIES WATER MGMT/REPORT/DATA ENTRY 9.30 ENG FLAGS 300864 INI413344 1510.6210 OFFICE SUPPLIES PW ENGINEERING&TECHNICAL 151.90 OFFICE SUPPLIES 300973 IN1418907 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 17.18- CORRECTING ENTRY 300991 IN1423011 1540.6210 OFFICE SUPPLIES CMF BUILDINGS&GROUNDS MNTC 17.18 CMF FORKS 300991 IN1423011 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 17.18 CMF GENERAL SUPPLIES 300991 IN1423011 1540.6210 OFFICE SUPPLIES CMF BUILDINGS&GROUNDS MNTC 2576 STREETS OFFICE SUPPLIES 300991 IN1423011 1600.6210 OFFICE SUPPLIES STREET MANAGEMENT 44.34 PW OFFICE SUPPLIES 300991 IN1423011 1500.6210 OFFICE SUPPLIES PW MANAGEMENT 14.88 WATER OFFICE SUPPLIES 300991 IN1423011 5305.6210 OFFICE SUPPLIES WATER MGMT/REPORT/DATA ENTRY 9.64 CODE VMAIL BOOKS 301028 IN1423012 1013.6210 OFFICE SUPPLIES CODE ENFORCEMENT 16.22 INSP POCKET FILES 301028 IN 1423012 14006210 OFFICE SUPPLIES INSPECTIONS MANAGEMENT 57.04 FIN OFFICE SUPPLIES 301028 [N1423012 1035 6210 OFFICE SUPPLIES FINANCE 781.38 11800 12/16/2016 131791 IRRIGATION BY DESIGN INC 123.75 IRR REPAIR COBB WEST 300888 155518 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 123.75 11801 12/16/2016 100302 MCNAMARACONTRACTING INC 55.68 BLACKTOP FOR STREETS 300879 4157 16106229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 150.00 BLACKTOP DISPOSAL 300879 4157 16106240 CLEANING SERVICE/GARBAGE REMOV STREETBOULEVARD REPAIR&MNTC 375.00 WATER BREAK DISPOSAL 300879 4157 53306240 CLEANING SERVICE/GARBAGE REMOV WTR MAIN/HYDRANT/CURB STOP MNT 580.68 11802 12/162016 100304 MCNEILUS STEEL INC 47.74 STEEL FOR SHOP 301180 1978518 16106229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 47.74 11803 12/16/2016 138249 MINNESOTA ENVIRONMENTAL FUND 5250 CHARITABLE GIVING 301128 12131614300413 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 5250 11804 12/16/2016 100349 MTI DISTRIBUTING CO R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/15/2016 15:25:38 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 11/21/2016 — 12/19/2016 Check# Date Amount Supplier/Explanation PO Doc No Inv No Account No Subledger Account Description Business Lou 11804 12/16/2016 100348 MTI DISTRIBUTING CO Continued... 8209. MOWER PARTS 300997 109862900 .51556215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 82,08 11805 /2/162016 111219 NORTHERN SAFETY TECHNOLOGY INC 199.62 CD RADIO INSTALL SQUAD 909 301052 42564 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 199.62 11806 /2/162016 118834 OPENVOURHEART 112.50 CHARITABLE GIVING 301126 12131614300411 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 112.50 11807 12/162016 100395 R&R SPECIALTIES OF WISCONSIN INC 59.00- CORRECTING ENTRY 301005 61113IN 52706211 SMALL TOOLS&EQUIPMENT ARENA EQUIPMENT MAINT-HAYES 59.00 ZAMBONI BLADE SHARPENING 301005 61113IN 52706265 REPAIRS-EQUIPMENT ARENA 2 EQUIPMENT MAINT-HAYES 59.00 ZAMBONI BLADE SHARPENING 301005 61113IN 5270 6211 SMALL TOOLS&EQUIPMENT ARENA 2 EQUIPMENT MAINT-HAYES 59,00 11808 12/162016 145515 SCHUFT,STEVE 29.16 NOV MILEAGE-SCHUFT 300887 20161122 5025.6277 MILEAGE/AUTO ALLOWANCE LIQUOR#1 OPERATIONS _ 29.16 11809 12/16/2016 118481 STONEBROOKE EQUIPMENT 42046 #408 PLOW CABLES 301077 41529 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 420.46 11810 12/162016 100496 VANPAPERCO 1.03- DISCT#2 60008795 301104 408799 5065.6333 GENERAL-CASH DISCOUNTS LIQUOR 92 OPERATIONS 103.26 BAGS#2 00008795 301104 408799 5065.6229 GENERAL SUPPLIES LIQUOR#2 OPERATIONS 102.23 11811 12/16/2016 121767 VARNER TRANSPORTATION 155.10 FREIGHT 41 00045995 30154 33191 5015.6550 FREIGHT ON RESALE MDSE LIQUOR 01 STOCK PURCHASES 204.60 FREIGHT#3 00045995 301162 33192 5085 6550 FREIGHT ON RESALE MDSE LIQUOR 43 STOCK PURCHASES 4.40 FREIGHT#2 00045995 301158. 33193 5055 6550 FREIGHT ON RESALE MDSE LIQUOR 02 STOCK PURCHASES 20790 FREIGHT#1 00045995 301155 33202 50156550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 237.60 FREIGHT#3 00045995 301163 33203 5085 6550 FREIGHT ON RESALE MDSE LIQUOR 43 STOCK PURCHASES 70.40 FREIGHT92 00045995 301159 33204 5055 6550 FREIGHT ON RESALE MDSE LIQUOR 02 STOCK PURCHASES 640.20 FREIGHT#1 00045995 301156 33213 50156550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 46860 FREIGHT03 00045995 301164 33214 50856550 FREIGHT ON RESALE MDSE LIQUOR 43 STOCK PURCHASES 20020 FREIGHT#2 00045995 301160 33215 5055.6550 FREIGHT ON RESALE MDSE LIQUOR 92 STO"''URCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/15/2016 15:25:38 Cmmcil Check Register by GL Page- 5 Council Check Register by Invoice&Summary 11/21/2016 -- 12/19/2016 Check# Date Arrows Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 11811 /2/162016 121767 VARNER TRANSPORTATION Continued... 19690 FREIGHT41 00045995 301157 33226 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 48.40 FREIGHT#3 00045995 301165 33227 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 43 STOCK PURCHASES 53.90 FREIGHT#2 00045995 301161 33228 5055 6550 FREIGHT ON RESALE MDSE LIQUOR 92 STOCK PURCHASES 2,488 20 11812 12/1620/6 100520 WINECOMPANY,THE 6.30 FREIGHT#I 00015926 301150 21779 5015.6550 FREIGHT ON RESALE MDSE LIQUOR I STOCK PURCHASES 10.00 TAX#1 00015926 301150 21779 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 227.00 WINE#1 00015926 301150 21779 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 4.20 FREIGHT#3 00015926 301151 21800 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 212.00 WINE93 00015926 301151 21800 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 459.50 11813 12/162016 100526 ZEE MEDICAL SERVICE 503.80 FIRST AID KIT RESTOCK 301080 54121808 5150.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 12.55- ZEE MED CREDIT 299663 54121958 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 491.25 271843 12//42016 101588 IST LINE LEWEES VENTURES LLC 440.65 AVSA CONCESSION PRODUCT 301081 123411 5205.6540 TAXABLE MISC FOR RESALE ARENA I MANAGEMENT 647,56 AVSA CONCESSION PRODUCT 301195 123458 5205.6540 TAXABLE MISC FOR RESALE ARENA I MANAGEMENT 3.43- IA2 SALES TAX ADJUST 301196 123459 52606540 TAXABLE MISC FOR RESALE ARENA MANAGEMENT-HAYES 3.43 IA2 SALES TAX ADJUST 301196 123459 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 495.44 HAYES CONCESSION PRODUCT 301196 123459 5260.6540 TAXABLE MISC FOR RESALE ARENA2 MANAGEMENT-HAYES 4.78- SALES TAX ADJ 301050 123477 5205.6540 TAXABLE MISC FOR RESALE ARENA 1 MANAGEMENT 4.78 SALES TAX AID 301050 123477 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 74.28 AVSA CONCESSION PRODUCT 301050 123477 5205.6540 TAXABLE MISC FOR RESALE ARENA IMANAGEMENT 1,657.93 271844 12/14/2016 100009 AFSCMECOUNCIL#5 1,145.00 UNION DUES 301124 1213161430041 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 1,145.00 271845 12/14/2016 147109 ALL CLEAR WINDOW CLEANING 98- GOLF SALES TAX ADJUST 300871 679481 5110 6240 CLEANING SERVICE/GARBAGE REMOV GOLF CLUBHOUSE BUILDING .98 GOLF SALES TAX ADJUST 300871 679481 51002330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 426.48 WINDOW CLEANING 300871 679481 5110.6240 CLEANING SERVICE/GARBAGE REMOV GOLF CLUBHOUSE BUILDING 428.48 271846 12/142016 148597 AL'SCOFFEE R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/15/2016 15:25:38 Council Check Register by GL Page- 6 Council Check Register by Invoice&Srunmary 11/21/2016 -- 12/19/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271846 12/14/2016 148597 AUSCOFFEE Combined... 249.00 HAYES CONCESSION PRODUCT 300958 51117 5260.6540 TAXABLE MISC FOR RESALE ARENA 2 MANAGEMENT-HAYES 249.00 271847 12/14/2016 150401 AMERICAN COUNCIL ON CRIMINAL JUSTICE TRA 125.00 SPVSR ROLE USE FORCE-MATOS 301030 20161206 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 125.00 271848 12/14/2016 100958 ANCOM COMMUNICATIONS INC 24300 2-WAY RADIO BATTERIES 301067 65018 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 1,17100 2-WAY RADIO,PROGRAMMING&BAT 301067 65018 5365.6211 SMALL TOOLS&EQUIPMENT SEWER MGMT/REPORTS/DATA ENTRY 1,414.00 271849 12/14/2016 100023 ANDERSEN INC,EARL 451.33 METAL SIGNS-FIELD#SIGNS 300873 113103IN 1715.6229 GENERALSUPPLIES PARK ATHLETIC FIELD MAINTENANC 99.05 SIGNS FOR CENTRAL VILLAGE 300883 113104IN 16806229 2015105G GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 550.38 271850 12/14/2016 150387 ANDERSON,ROSIE 4200 REFUND-HOLIDAY PARTY 301048 ROSIEANDERSON 1001.4355 RECREA'T'ION USER FEES GENERAL FUND REVENUE 42,00 271851 12/14/2016 150406 ANDERSON,SHAWN 14.60 UB REFUND 15935 HYLAND PTE CT 301034 20161207A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVEN UE 14.60 271852 12/14/2016 137136 APPLEAWARDSINC 10493 APPLE/KEY LOCKLING 301031 48869 1025.6399 OTHER CHARGES EMPLOYEE RECOGNITION PARTY 104.93 271853 12/14/2016 100039 APPLE VALLEY FORD 27.42 SQD4SWT 301072 386040 12106215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 27.42 271854 12/14/2016 100747 ARAMARK UNIFORM SERVICES INC 30.44 UNIFORM SERVICE 300884 1718592542 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 32.66 UNIFORM SERVICE 300884 1718592542 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 54.39 UNIFORM SERVICE 300884 /718592542 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 117.49 271855 12/1412^'a 100360 ARCTIC GLACIER INC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/152016 15:25:38 Cmmcil Check Register by GL Page- 7 Council Check Register by Invoice&Summary 1121/20/6 - 12/192016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271855 12/14/2016 100360 ARCTIC GLACIER INC Continued... 115.06 NO TAX#1 00002202 301210 19/4631202 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR*1 STOCK PURCHASES 81.24 NOTAX43 00002202 301215 1917632202 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR 03 STOCK PURCHASES 5004 NO TAX#2 00002202 301214 1917632210 50556545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 35.66 NOTAX91 00002202 301212 1922633004 5015.6545 NONTAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 26.90 NO TAX92 00002202 301213 1929630806 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR 92 STOCK PURCHASES 68.30 NOTAX#1 00002202 301211 1935632611 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 377.20 271856 12/142016 125174 ARTISAN BEER COMPANY 940,00 BEER#3 00047806 301219 3139302 5085 6530 BEER LIQUOR 93 STOCK PURCHASES 2,136.50 BEER#3 00047806 301220 3139306 50856530 BEER LIQUOR 93 STOCK PURCHASES 203.50 BEER93 00047806 301221 3140965 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,441.00 BEER43 00047806 301222 3140966 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 194.00 BEER#3 00047806 301223 3142089 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,395.40 BEER#1 00047806 301216 3142090 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 931.00 BEER#2 00047806 301218 3142091 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 239.00 BEERk3 00047806 301224 3142092 5085.6530 BEER LIQUOR 63 STOCK PURCHASES 731.80 BEER43 00047906 301225 3143202 50856530 BEER LIQUOR#3 STOCK PURCHASES 591.75 CMBEER#I 00047806 301217 3143594 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 8,803.95 271857 12/14/2016 149274 B&H PHOTO-VIDEO 3,599.00 NEW INV.CAMERA 301068 117864770 1215.6229 GENERAL SUPPLIES POLICE DETECTIVE UNIT 3,599.00 271858 12/14/2016 148744 BANK OF NEWYORK MELLON 173.38 UB REFUND 13395 HUGHES CT 301033 2016/2078 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 17338 271859 12/1420/6 100054 BAUERBUILTINC 423.98 #229T TIRES 301000 180202282 1765.6216 VEHICLES-TIRESBATTERIES PARK EQUIPMENT MAINTENANCE 14808 RETURNED-REV02OWL 301008 180202744 1530.6216 VEHICLES-TIRES/BATTERIES FLEET&BUILDINGS-CMF 592.32 #418 TIRES 300977 180202746 5390.6216 VEHICLES-TIRES/BATTERIES SWR EQUIPNEHICLE MISC MNTC/RP 1,184.64 #419ƥ TIRES 300977 180202746 5345,6216 VEHICLES-TIRES/BATTERIES WATER EQUIPNEHICLE/MISC MNTC 2.428.14 0203 REAR TIRES 300979 180202959 1765.6216 VEHICLES-TIRES/BATTERIES PARK EQUIPMENT MAINTENANCE 601.22 #412 TIRES 300978 1802030/5 53906216 VEHICLES-TIRES/BATTERIES SWR EQUIP/VEHICLE MISC MNTC/RP 5,378.38 271860 12/14/2016 149719 BAYCOM 97000 SQUAD ICV MICROPHONE HOLDERS 301085 EQUIPINVO05399 1210.6216 VEHICLES-TIRESBATTERIES POLICE FIELD OPERATIONS/PATROL R55CKR2 LOGISFA CITY OF APPLE VALLEY 12/15/2016 15:25:38 Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 11/21/2016 -- 12/19/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271860 12/14/1016 149719 BAYCOM Continued... 97000 271861 12/14/2016 138336 BERNICK'S BEVERAGE 2000 TAX#1 00050356 301237 331289 50156540 TAXABLE MISC FOR RESALE LIQUOR 91 STOCK PURCHASES 20.00 NOTAX#1 00050356 301237 331289 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 858.10 BEER#1 00050356 301238 331290 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 40.00 NOTAX#3 00050356 301242 331291 5085 6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 53.40 TAX#3 00050356 301242 331291 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 1,13795 BEER#3 00050356 301243 331292 50856530 BEER LIQUOR 03 STOCK PURCHASES 10.40 TAX#2 00050356 301240 331302 5055.6540 TAXABLE MISC FOR RESALE LIQUOR 42 STOCK PURCHASES 7,56- CMBEER#2 00050356 301241 331303 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 429.20 BEER#2 00050356 301241 331303 5055.6530 BEER LIQUOR 92 STOCK PURCHASES 230.80 BEER#1 00050356 301239 332287 5015.6530 BEER LIQUOR 91 STOCK PURCHASES 43790 BEER#3 00050356 301244 332514 5085.6530 BEER LIQUOR 03 STOCK PURCHASES 3,230 19 271962 12/142016 109954 BERRY COFFEE COMPANY 134.50 CH COFFEE 300866 417239 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 150.50 CH COFFEE 300967 417996 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 285.00 271863 12/14/2016 149973 BJORKLUNILJOE 182.48 BJORKLUND MILEAGE REIMBURSEMEN 301007 20161130 1013.6277 MILEAGE/AUTO ALLOWANCE CODE ENFORCEMENT 18248 271864 12/14/2016 121092 BOURGETIMPORTS 10.50 FREIGHT#3 00045600 301141 137755 5085 6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 608.00 WINE#3 00045600 301141 137755 5085.6520 WINE LIQUOR 03 STOCK PURCHASES 7.50 FREIGHT#I 00045600 301140 137757 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 45600 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Business Unit 271865 12/14/2016 100152 BREAKTHRLI BEVERAGE MINNESOTA WINE&SPIR Continued... 128.00- CMWINE43 00001930 301169 1080562517 5085.6520 WINE LIQUOR 43 STOCK PURCHASES 1.15- CMFREIGHT#3 00001930 301169 1080562517 5085.6550 FREIGHT ON RESALE MDSE LIQUOR R3 STOCK PURCHASES 6095 FREIGHT#3 00001930 301169 1080562517 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 4,919.96 WINE#3 00001930 301169 1080562517 5085.6520 WINE LIQUOR 43 STOCK PURCHASES 19.55 FREIGHT#2 00001930 301143 1080562721 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,390.22 LIQ02 00001930 301143 1080562721 5055.6510 LIQUOR LIQUOR 92 STOCK PURCHASES Supplier 100219 BREAKTHRU BEVERAGE W NE 33.35 FREIGHT#2 00001930 301167 1080562722 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2833.99 WINE#2 00001930 301167 1080562722 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 141.00. CMLIQ#I 00001930 301142 1080562734 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1.15- CMFREIGHT#1 00001930 301142 1080562734 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 60.95 FREIGHT#1 00001930 301142 1080562734 50156550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 7,437.59 LIQ41 00001930 301142 1080562734 5015.6510 LIQUOR LIQUOR 41 STOCK PURCHASES Supplier 100219 BREAKTHRU BEVERAGE WINE 35.65 FREIGHT#I 00001930 301166 1080562735 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3,067.33 TAX#I 00001930 301166 1080562735 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#I STOCK PURCHASES 23,952,87 271866 12/14/2016 101270 BROWNELLS INC 39.72 PISTOL MAGAZINE PLATES 301069 1314903501 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 405.35 GUN CLEANING MATERIALS-ARMORY 301190 1333678500 1210 6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 383.42- REFUND FOR GUN PARTS 299506 RT00673918 1200.6215 EQUIPMENT-PARTS POLICE MANAGEMENT 61.65 271867 12/14/2016 150385 BRUNO,LEE 15000 RENTAL REFUND AVSC 301046 20161205 10015116 RENTS-HAYES SENIOR CENTER GENERAL FUND REVENUE 150.00 271868 12/142016 119461 BIIRG,RICHARD 16.60 UB REFUND 13985 GRANADA CT 301035 201612070 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 16.60 271869 12/14/2016 100089 CARQUEST 6.20 FUSES 301043 1594280965 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONSIPATROL 6.20 271870 12/14/2016 100630 CASPERSON,PATRICK 27.00 PAT CASPERSON MILEAGE AVSC 301029 20161206 1920.6277 MILEAGE/AUTO ALLOWANCE SENIOR CENTER 27.00 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/152016 15.25:38 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summery 0212016 .- 12/19/2016 Check# Date Amount Supplier/Explanation PDX Doc No Inv No Account No Subledger Account Description Business Unit 271871 12/142016 140118 CENTERPOINT ENERGY Continued... L00 AV061762-13878 DUBLIN COURT 301018 2016-12-0611 1001 4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 40.92 AV061762-13878 DUBLIN COURT 301018 2016-12-06B 1001.4063 PERMIT-HEATING GENERAL FUND REVENUE 41.92 271872 12/14/2016 100878 CHARTER COMMUNICATIONS 23.76 AVSACABLE 300992 835230604010513 5205.6229 GENERAL SUPPLIES ARENA I MANAGEMENT ONOV 16 87.44 TC CABLE MONTHLY CHARGES 301021 835230604053166 1840.6237 TELEPHONE/PAGERS REC TEEN PROGRAMS 5DEC16 111 20 271873 12/14/2016 101431 COMMUNITY HEALTH CHARITIES 11500 CHARITABLE GIVING 301139 1213161430049 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 115.00 271874 12/14/2016 100114 CUB FOODS 37.91 OSHATRAINING 301040 201612070600 17106229 GENERAL SUPPLIES PARK MAINTENANCE MANAGEMENT 37.95 OSHATRAINING 301040 201612070600 16006229 GENERAL SUPPLIES STREET MANAGEMENT 75.96 271875 12/14/2016 143882 CULLIGAN 105.35- CORRECTING ENTRY 301049 157985475324NOV 5265.6211 SMALL TOOLS&EQUIPMENT ARENA 2 BLDG MAINTENANCE-HAYES 16 105.35 HAYES WATER SOFTENER SALT 301049 157985475324NOV 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 16 105.35 HAYES WATER SOFTENER SALT 301049 157985475324NOV 5265.6211 SMALL TOOLS&EQUIPMENT ARENA 2 BLDG MAINTENANCE-HAYES 16 52.95 SALT 300999 157985539939NOV 19006229 GENERAL SUPPLIES AV COMMUNITY CENTER 16 158.30 271876 12/14/2016 100128 DAKOTA ELECTRIC ASSOCIATION 230.21 VALLEYWOOD MAINT BLDG 300969 211464 5145.6255 UTILITIES-ELECTRIC GOLF SHOP BUILDING MAINTENANCE 2,148.84 VALLEYWOOD CLUBHOUSE 300969 211464 5110.6255 UTILITIES-ELECTRIC GOLF CLUBHOUSE BUILDING 1901 VALLEYWOOD RESERVOIR 300969 211464 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 7629 QUARRY POINT WATER TOWER 300969 211464 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 21.72 158THIDIAMOND PATH MOONLIGHT 300969 211464 58056545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 56.21 COBBLESTONE LK PKWY LTS 300969 211464 58056545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY 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218 20926249 OTHER CONTRACTUAL SERVICES 14200 CEDAR AVE-OLD CITY HALL 350.00 NEW PARKING LOT SNOW PLOWING 301189 218 2097.6249 OTHER CONTRACTUAL SERVICES CENTRAL VILLAGE PARKING LOT 350.00 NEW PARKING LOT SNOW PLOWING 301189 218 2092.6249 OTHER CONTRACTUAL SERVICES 14200 CEDAR AVE-OLD CITY HALL 405.00 ST MARY'S SNOW PLOWING 301189 218 20926249 OTHER CONTRACTUAL SERVICES 14200 CEDAR AVE-OLD CITY HALL 755.00 271883 12/14/2016 100157 FACTORY MOTOR PARTS CO 34.79 24702 SENSOR 300994 75242353 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 9437 247 BRAKES 300995 75242394 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 129.16 271884 12/1420/6 100168 FERRELLGAS R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/15/2016 15.25:38 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 11/21/2016 -- 12/192016 Check Date Amount Supplier/Explanation PO Doc No In,No Account No Subledger Account Description Business Unit 271884 12/14/2016 100168 FERRELLGAS Continued... 317.14 PROPANE FOR JC-EAST SHOP 301071 1094192771 17306257 UTILITIES-PROPANE/WATER/SEWER PARK BUILDING MAINTENANCE 317.14 271885 12/14/2016 143578 FLEETPRIDE 59.18 BACK UP ALARMS 301073 81532974 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 59.18 271886 12/14/2016 101056 FORCE AMERICA DISTRIBUTING LLC 28.62 5100 BATTERIES 301042 1N0011102230 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 28.62 271887 12/14/2016 150407 FUGLESTAD,.IONATHAN 18.34 UB REFUND 14440 FLAX WAY 301036 20161207D 53014997 WATER/SEWER ACCT REFUNDS WA'T'ER&SEWER FUND REVENUE 18.34 271888 12/14/2016 100282 G&KSERVICES 68:84 CLUBHOUSE MATS 301024 1013226235 51106240 CLEANING SERVICE/GARBAGE REMOV GOLF CLUBHOUSE BUILDING 70.14 BATHROOM SOAP 301024 1013226235 51 U16240 CLEANING SERVICE/GARBAGE REMOV GOLF CLUBHOUSE BUILDING 166.21 LINEN 301024 1013226235 5120.6240 CLEANING SERVICE/GARBAGE REMOV GOLF KITCHEN 34.56 EMPLOYEE UNIFORMS 301023 1013226236 51206240 CLEANING SERVICEIGARBAGE REMOV GOLF KITCHEN .50 LIQ2 USE TAX 300953 1182215810 50656240 CLEANING SERVICE/GARBAGE REMOV LIQUOR#2 OPERATIONS 720 RUGS 300953 1182215810 5065.6240 CLEANING SERVICE/GARBAGE REMOV LIQUOR#2 OPERATIONS .50- 300953 /182215810 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET .50 LIQI USE TAX 300952 1182220570 5025.6240 CLEANING SERVICE/GARBAGE REMOV LIQUOR#1 OPERATIONS 728 LIQI MAT SVC 300952 1182220570 5025.6240 CLEANING SERVICE/GARBAGE REMOV LIQUOR#1 OPERATIONS .50- 300952 1/82220570 9992330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 3.84- CORRECTING ENTRY 301022 1/8223180/ 19206249 OTHER CONTRACTUAL SERVICES SENIOR CENTER 3.84 Entry Rug Service AVSC 301022 1/8223/801 1920.6240 CLEANING SERVICE/GARBAGE REMOV SENIOR CENTER 3.84 ENTRY RUG SERVICE AVSC 301022 1182231801 1920.6249 OTHER CONTRACTUAL SERVICES SENIORCENTER 358.07 271889 12/14/2016 150163 GALLS 15348 INV VEST CARRIER-BALLISTIC 301045 6462783 12156229 GENERAL SUPPLIES POLICE DETECTIVE UNIT 153A8 271890 12/14/2016 129789 GENERAL SECURITY 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300963 20081 999.2330 DUE TO OTHER GOVERNMENT CASH COMPAN"—ILANCE SHEET R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/15/2016 15:25:38 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 11/21/2016 -- 12/19/2016 Check Date Amount Supplier/Explanation PO k Doc No Inv No Account No Subledger Account Description Business Unit 271901 12/14/2016 100242 INDEPENDENT BLACK DIRT CO Continued... 16.84 GOLF USE TAX 300964 20100 5150 6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 245.00 BLACK DIRT FOR COURSE 300964 20100 5150.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 16.84- 300964 20100 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 16.84 GOLF USE TAX 300965 20.102 51506229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 24500 BLACK DIRT FOR COURSE 300965 20102 5150.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 16.84- 300965 20102 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 1,115.00 271902 12/14/2016 148527 KALLIN,TERRV 57095 CONDEMNATION 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301194 247749 1100.6275 SCHOOLS/CONFERENCES/EXP LOCAL DEVMANAGEMENT 45.00 271909 12//42016 116371 LOFFLER COMPANIES INC(CONT INV) 101.00 PRINTER MAINTENANCE 301102 2394836 1200.6265 REPAIRS-EQUIPMENT POLICE MANAGEMENT 101.00 271910 12/14/2016 100021 MAMUNDSONLLP R55CKR2 LOGISUH CITY OF APPLE VALLEY 12/15/2016 1525.38 Council Check Regislcr by GL Page- 16 Council Check Register by Invoice&Summary 11/21/2016 - 12/19/2016 Check Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271910 12/14/1016 100021 MAMUNDSONLLP Continued... 588.74 NOTAX02 00044390 301149 228426 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 588.74 271911 12/14/2016 100580 MAMA 20.00 MAMA LUNCHEON-LAWELL 300950 20 1010.6275 SCHOOLS/CONFERENCES/EXP LOCAL ADMINISTRATION 20.00 271912 12/14/2016 122121 MARGRON SKOGLUND WINE IMPORTS 4.50 FREIGHT#1 00046453 301147 20020500 50156550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 17300 WINE#1 00046453 301147 20020500 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 177.50 271913 12/14/2016 100299 MASTER ELECTRIC CO 30050 ALIMAGNET PUMP I TROUBLESHOOT 300875 SD16601 55076265 REPAIRS-EQUIPMENT ALIMAGNEFSTNILIF"F 20682 WELL 10 PHASE FAIL RELAY REPLA 300876 SD16606 53206265 REPAIRS-EQUIPMENT WATER WELL/BOOSTER STN MNT/RPR 507.32 271914 12//412016 100309 MENARDS 91.24 QUARRY POINT MIXER 300881 8077A 5320.6211 SMALL TOOLS&EQUIPMENT WATER WELLMOOSTER STN MNT/RPR 29.99 PALOMINO TOWER PIT HEAT 300882 8342 53206211 SMALL TOOLS&EQUIPMENT WATER WELL/BOOSTER STN MNT/RPR 698MALL HANDLES 300878 8402A 1630.6211 SMALL TOOLS&EQUIPMENT STREET EQUIPMENT MAINTENANCE 2.87 LIQ2 USE TAX 300954 8500 5065.6211 SMALL TOOLS&EQUIPMENT LIQUOR 92 OPERATIONS 4171 SHOVELS 300954 8500 5065.6211 SMALL TOOLS&EQUIPMENT LIQUOR 92 OPERATIONS 2.87- 300954 8500 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET L65 GOLF USE TAX 300955 8708 5150.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 23.94 GOLF SPLASH RV MARINE 300955 8708 5150.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 1.65- 300955 8708 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 25.08 BLADEFORCHOPSAW 300976 8792A 17656211 SMALL TOOLS&EQUIPMENT PARK EQUIPMENT MAINTENANCE 2662 VAV&ELECT.PARTS 300874 8798 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 4.74 GOLFUSETAX 300956 8846 5145.6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 6900 GOLF IVORY KASHMIRE 300956 8846 51456229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 4.74- 300956 8846 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 19168 WEST FENCE REPAIR PARTS 300945 8847 1540.6215 EQUIPMENT-PARTS CMF BUILDINGS&GROUNDS MNTC 3.95 SEAL BOWL SLIDE 300861 8907 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 4.98 AIR HOSE SAFETY BLOW GUN 301090 8911 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 3189 SMALLTOOLS 300863 8953 19006211 SMALL TOOLS&EQUIPMENT AV COMMUNITY CENTER 3382 BATTERIES AND LOCK FOR INV 300989 8958 1215.6229 GENERAL SUPPLIES POLICE DETECTIVE UNIT 138 SOLID ENCAP 300988 9102 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 64.94 CO ALARMS(X2) 301054 9132 13306229 GENERAL SUPPLIES FIRE OPERATIONS 44.58 SPRAYERS FOR SHOP 301176 9195 1610.6229 GENERALSUPPLIES STREET/BOIILF" D REPAIR&MNTC R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/152016 152538 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 1121/2016 -- 12/192016 Check Date Amount Supplier/Explanation PO4 Doc No Inv No Account No Subledger Account Description Business Unit 271914 /2/142016 100309 MENARDS Continued... 63.52 AFSI LIGHT BULB REPAIR/REPLACE 301055 9246 1340.6266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC 52.08 CLEANING SUPPLIES FOR TRUCKS 301177 9262A 1630.6229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCE 807.38 271915 12/142016 100849 METRO VOLLEYBALL OFFICIALS ASSN 256.50 VB OFFICIALS 11.8-16 301070 5049 1860.6235 CONSULTANT SERVICES REC VOLLEYBALL 342.00 VB OFFICIALS I1-15-16 300974 5057 1860.6235 CONSULTANT 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5105.6239 PRINTING GOLF MANAGEMENT 16500 271924 12/14/2016 114686 MN POLLUTION CONTROLAGENCV 2300 B MANN SO CERTIFICATION RENEW 300880 20161201 5365.6280 DUES&SUBSCRIPTIONS SEWER MGMT/REPORTS/DATA ENTRY 23,00 271925 12/142016 100326 MN RECREATION&PARK ASSOC 156.00 MRPA ANNUAL MEETING&LUNCH 300996 20161208 17006275 SCHOOLS/CONFERENCES/EXP LOCAL PARK&RECREATION MANAGEMENT 156.00 271926 12/14/2016 119380 NARDINI FIRE EQUIPMENT CO INC .57- GOLF SALES TAX ADJUST 300885 IN00029584 51506229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 57 GOLF SALES TAX ADJUST 300885 IN00029584 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 250.03 BLACK DIRT FOR COURSE 300885 IND0029584 5150.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 25003 271927 12!14/2016 109947 NEW FRANCE WINE CO 4.50 FREIGHT#3 00041046 301228 115985 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 220.00 WINE43 0004/046 301228 115985 50856520 WINE LIQUOR#3 STOCK PURCHASES 224.50 271928 12/142016 120950 NORTHERN POWER 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1530.6215 EQUIPMENT-PARTS FLEET&BUILDINGS-CMF 46.99 271932 12/1420/6 148528 O'TOOLE,MICHAEL 539.60 CONDEMNATION COMMISSIONER FEE 301064 20161208 4502.6235 2013149D CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 539.60 271933 12/14/2016 120201 OVERHEAD DOOR CO OF THE NORTHLAND 281.95 LIMIT SWITCH QUARRY POINT 301044 97458 53306266 REPAIRS-BUILDING WTR MAIN/HYDRANT/CURB STOP MNT 281.95 271934 12/14/2016 100372 PAIISTIS&SONS 12.50 FREIGHT#3 00001291 301174 8570082 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 43 STOCK PURCHASES 935.75 WINE#3 00001291 301174 8570082 50856520 WINE LIQUOR 93 STOCK PURCHASES 1.25 FREIGHT#2 00001291 301172 8570268 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 95.00 WINE62 00001291 301172 8570268 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 3.75 FREIGHT#I 00001291 301170 8570453 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 293.00 WINE91 00001291 301170 8570453 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1500 FREIGHT#! 00001291 3DI171 8571138 5015.6550 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CONF-DULUTH-POGATCHNIK 300966 20161206 12256276 SCHOOLS/CONFERENCES/EXP OTHER POLICETRAINING 5128 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/15/201615:25:38 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 11/21/2016 -- 12/19/2016 Check M Date Amount Supplier/Explanation POM Doc No Inv No Account No Subledger Account Description Business Unit 271938 12/14/2016 143336 PREMIER LOCATING INC Confined... 46600 GSOC LOCATES ELEC II-I-11-15 301002 38844 58056249 OTHER CONTRACTUAL SERVICES STREET LIGHT UTILITY FUND 466,00 271939 12/1412016 101500 PREMIUM WATERS INC 87.35 GOLF BOTTLED WATER 301038 6182511116 5145 6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 8735 271940 12/14/2016 100600 RIGID HITCH INC 91.94 JACKS FOR SANDERS 301041 1927818763 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 91,94 271941 12/1412016 100405 RMRSERVICESINC 1,603.35 OCT 2016 METER READING 301003 2016456 5303.6249 OTHER CONTRACTUAL SERVICES UTILITY BILLING 2594.70 NOV 2016 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46.50 NAME BADGE.HOOPPAW 301016 375474 10056239 PRINTING MAYOR/CITY COUNCIL 46.50 271952 12/14/2016 150221 SWENKE IMS CONTRACTING LLC 400,520.00 NORTHCREEK UNDERPASS PMT#2 301188 20161031 2027 6810 2015117G CONSTRUCTION IN PROGRESS ROAD ESCROW 400,52000 271953 12/14/2016 150386 TEMPLETON,DON 96.00 REFUND DAYTRIPPERS THEATRE 301047 DON TEMPLETON 1001.4355 RECREATION USER FEES GENERAL FUND REVENUE 96.00 271954 12/14/2016 149708 THDAT HOMES SERVICESMOME DEPOT 100 AV058353-13151 FORDHAM COURT 301009 2016-12-06A 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 7392 AV058353-13151 FORDHAM COURT 301009 2016-12-06A 10014060 PERMIT-BUILDING PERMIT GENERAL FUND REVENUE 74.92 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/15/2016 15:25:38 Council Check Register by GL Page- 22 Council Check Register by Invoice&Summary 11/212016 -- 12/19/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271954 12/14/2016 149708 THDAT HOMES SERVICES410ME DEPOT Continued... 271955 12/14/2016 145000 THE LYNDE COMPANY,LLC 101.80 SIDEWALK SALT 301066 L141368TN 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 101.50 SIDEWALK SALT 301066 L1413681N 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 101.80 SIDEWALK SALT 301066 1,141368IN 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 12725 SIDEWALK SALT 301066 L141368IN 10606229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 1.75 LIQI USE TAX 301066 L141368IN 50256229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 175 LIQ2 USE TAX 301066 L141368IN 50656229 GENERAL SUPPLIES LIQUOR#2 OPERATIONS 175 LRO USE TAX 301066 L141368IN 50956229 GENERAL SUPPLIES LIQUOR 03 OPERATIONS 25.45 SIDEWALK SALT 301066 1,141368IN 50256229 GENERAL SUPPLIES LIQUOR 41 OPERATIONS 25.45 SIDEWALK SALT 301066 L141368IN 5065.6229 GENERAL SUPPLIES LIQUOR#2 OPERATIONS 25.45 SIDEWALK SALT 301066 L141368IN 5095.6229 GENERAL SUPPLIES LIQUOR 43 OPERATIONS 51415 271956 12/1420/6 144851 TKOWINES 864.00 WINE93 00051521 301152 4672 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 55200 WINE03 00051521 301153 4681 50856520 WINE LIQUOR#3 STOCK PURCHASES 1,416.00 271957 12/142016 100478 TRANS ALARM INC 499.50 ALARM SYSTEM REPAIR 300869 300299028 51106249 OTHER CONTRACTUAL SERVICES GOLF CLUBHOUSE BUILDING 6.41- SALES TAX ADJ 301027 94344147 1340 6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 641 SALES TAX ADJ 301027 94344147 10002330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 96.41 AFS2 ALARM MONITORING 301027 94344147 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MMC 6.41- SALES TAX ADJ 301026 94344154 13106249 OTHER CONTRACTUAL SERVICES FIRE TRAINING 6.41 SALES TAX ADJ 301026 94344154 10002330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 96.41 AFS3 ALARM MONITORING 301026 94344154 1340 6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 641- SALES TAX ADJ 301025 94344186 13106249 OTHER CONTRACTUAL SERVICES FIRE TRAINING 6.41 SALES TAX ADJ 301025 94344186 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 96.41 AFSI ALARM MONITORING 301025 94344186 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 599- WTP SALES TAX ADJUST 300947 94344728 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 599 WTP SALES TAX ADJUST 300947 94344728 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 89.99 WTPALARM-DECI6-FEB77 300947 94344728 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 90.00 TRANS-ALARM-HAVES 301006 94344758 5260.6249 OTHER CONTRACTUAL SERVICES ARENA 2 MANAGEMENT-HAYFS 968.72 271958 12/14/2016 101587 TWIN CITY WATER CLINIC INC 500.00 WATER TESTING 301014 8999 4502.6810 2015143G CONSTRUCTION IN PROGRESS IMPROVEMENTS-ASSESSED 425.00 BACT SAMPLES NOV 301079 9036A 5305.6249 OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTRY 925.00 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/15/2016 15:25:38 Council Check Register by GL Page- 23 Council Check Register by Invoice&Smnmary 11/21/2016 -- 12/19/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271958 12/14/2016 101587 TWIN CITY WATER CLINIC INC Continued... 271959 12/142016 103601 VALLEY UNITED SOCCER CLUB 150.00 RENTAL REFUND AVSC 301051 20161205 1001.5116 RENTS-HAYES SENIOR CENTER GENERAL FUND REVENUE 150.00 271960 12/142016 120890 VALLEY VIEW GLASS&SCREEN 460.00 REPAIR GAME ROOM WINDOW 301084 20161206 19006266 REPAIRS-BUILDING AV COMMUNITY CENTER 460.00 271961 12/14/2016 144377 WENTZ ASSOCIATES,INC. 4,468.36 25%ENGINEERING FEE/CMF HVAC 301012 1609201 4002.6715 CAPITAL OUTLAY-BUILDINGS MUNICIPAL BUILDINGS 4,468.36 271962 12//42016 100521 WINE MERCHANTS - 637.50 WINE#1 00022992 301231 7110283 50156520 WINE LIQUOR 41 STOCK PURCHASES 913.00 WINE 93 00022992 301234 7110284 50856520 WINE LIQUOR#3 STOCK PURCHASES 248.00 WINE#1 00022992 301232 7111430 50156520 WINE LIQUOR#1 STOCK PURCHASES 740.80 WINE#3 00022992 301235 7111431 50856520 WINE LIQUOR#3 STOCK PURCHASES 120.00 WINE#2 00022992 301233 7111432 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 419.00 WINE 43 00022992 301236 7111433 5085.6520 WINE LIQUOR 93 STOCK PURCHASES 3,078.30 271963 12/14/2016 100363 XCELENERGY 16L48 STREET LIGHTS ELECTRIC 3DII93 526543348 58056545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 161 48 20161145 11/21/2016 120679 USBANKPCARD 75.00 IACIS RENEWAL-KLOKONOS 300943 240731463079000 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 15323714 Supplier 148964 IACIS(PCARD) 3.77 TRAVEL TO EUROPE SUPPLIES 300933 241640763070910 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 07575195 .60. AVCC SALES TAX ADJUST 300934 241640763130910 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 17742134 .60 AVCC SALES TAX ADJUST 300934 241640763130910 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET /7742134 9.09 LOBBYPHONE 300934 241640763130910 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 17742134 Supplier 100463 TARGET STORES(PCARD) 179.58 ELECTION WORKER MEALS 300923 242107363112068 1015.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/152016 15.25:38 Council Check Register by GL Page- 24 Cormcil Check Register by Invoice&Summary 1121/20/6 — 12/19/2016 Check k Date Amount Supplier/Explanation PO k Doc No Inv No Account No Subledger Account Description Business Unit 20161145 1121/2016 120679 USBANKPCARD Continued... 88000017 19822 BUDGET MEETING MEALS 300924 242107363162068 1005.6275 SCHOOLS/CONFERENCES/EXP LOCAL MAYOR/CITY COUNCIL 88000053 Supplier 100940 OLD CHICAGO RESTAURANTS,INC.(PCARD) 306.00 AED REPLACEMENT PADS 300899 242244363131050 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 08259199 Supplier 148061 AEDSUPERSTORE(PCARD) 1.42- JAI SALES TAX ADJUST 300937 242263863030910 52056229 GENERAL SUPPLIES ARENA I MANAGEMENT 04626242 142 IAI SALES TAX ADJUST 300937 242263863030910 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 04626242 21 30 LTS SUPPLIES 300937 242263863030910 52056229 GENERAL SUPPLIES ARENA I MANAGEMENT 04626242 Supplier 102101 WAL-MART(PCARD) 35.88 ELECTION JUDGE MEETING COOKIES 300930 242263863063604 1015.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 92423934 Supplier 149714 SAMS CLUB(PCARD) 269.25 DMT CONTROL TANKS 300908 242476063155007 12006229 GENERAL SUPPLIES POLICE MANAGEMENT 12653134 Supplier 150316 CMI INC MOTO(PCARD) 115.70 LUNCH VCQB CLASS 300946 242697963075006 12006275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 49446927 Supplier 137112 JIMMY JOHNS(PCARD) 199.95 SOFTWARE SUBSCRIPTION-ANNUAL 300940 243323963030083 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 90385241 Supplier 121349 EXPERTS EXCHANGE LLC(PCARD) 7.48- CABLE SALES TAX ADJUST 300903 243990063142950 2012.6215 EQUIPMENT-PARTS CABLE TV JOINT POWERS 64013967 7.48 CABLE SALES TAX ADJUST 300903 243990063142950 20102330 DUE TO OTHER GOVERNMENT CABLE TV RESERVE BALANCE SHEET 64013967 112.47 EXTERNAL HARD DRIVE 300903 243990063142950 20126215 EQUIPMENT-PARTS CABLE TV JOINT POWERS 64013967 Supplier 113057 BESTBUY(PCARD) 11.56 DRINKS-VCQB CLASS 300905 244273363057200 12006275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 19936333 Supplier 100083 BYERLYS(PCARD) 367- REC SALES TAX ADJUST 300915 244273363077200 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT PROG GENERAL 15675446 367 REC SALES TAX ADJUST 300915 244273363077200 10002330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/15/2016 15:25:38 Council Check Register by GL Page- 25 Council Check Register by Invoice&Summary H2D2016 — 12/19/2016 Check Date Amount Supplier/Explanation PDX One No Inv No Account No Subledger Account Description Business Unit 20161145 1121/20/6 120679 USBANKPCARD Continued... 15675446 70.43 GENERAL SUPPLIES FOR CLASSES 300915 244273363077200 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT PROG GENERAL 15675446 548 GOLF TACO SHELLS 300917 244273363127200 5120.6420 GOLF-FOOD GOLF KITCHEN 15161440 39.93 LITTLE CHEFS 300914 244273363157200 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 17012945 62.00 FOOD FOR DEPT 50TH DRILL 300916 244273363157200 1330 6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE OPERATIONS 17014875 Supplier 148071 CUB FOODS(PCARD) 25.12 BLUE CARD TRAINING LUNCH 300906 244310663112066 13106275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 88/00053 .10- ELECTIONS SALES TAX ADJUST 300907 244310663142066 1015.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 88103328 .10 ELECTIONS SALES TAX ADJUST 300907 244310663142066 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 88103328 39.71 ELECTION NIGHT MEALS 300907 244310663142066 1(U5.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 88103328 Supplier 140817 CHIPOTLE(PCARD) 23.48 SNACKS FOR DANCE 300931 244450063104001 1845 6229 GENERAL SUPPLIES REC SELF SUPPORT FROG GENERAL 47812785 Supplier 149714 SAMS CLUB(PCARD) 1.73- IAI SALES TAX ADJUST 300936 244450063164001 52056540 TAXABLE MISC FOR RESALE ARENA I MANAGEMENT 36068492 Ila IAI SALES TAX ADJUST 300936 244450063164001 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 36068492 3,94 IAI CONCESSION SUPPLIES 300936 244450063164001 5205 6229 GENERAL SUPPLIES ARENA 1 MANAGEMENT 36068492 33.45 .4VSA CONCESSION PRODUCT 300936 244450063164001 5205.6540 TAXABLE MISC FOR RESALE ARENA I MANAGEMENT 36068492 Supplier 102101 WAL-MART(PCARD) 3.15- REC SALES TAX ADJUST 300921 244457463102001 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT PROG GENERAL 48682836 3.15 REC SALES TAX ADJUST 300921 244457463102001 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 48682836 47.32 GEN.SUPPLIES-OFFICE/SANTALETS 300921 244457463102001 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT PROG GENERAL 48682836 1,94- IAI SALES TAX ADJUST 300922 244457463102001 5205.6229 GENERAL SUPPLIES ARENA I MANAGEMENT 48695960 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/15/2016 15:25.38 Cmmcil Check Register by GL Page- 26 Council Check Register by Invoice&&unmaty 11/21/2016 -- 12/19/2016 Check Date Amount Supplier/Explanation PO$ Doc No Inv No Account No Subledger Account Description Business Unit 20161143 11/21/2016 120679 U S BANK P CARD Continued... 194 IAI SALES TAX ADJUST 300922 244457463102001 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 48695960 29.21 .AVSA OFFICE SUPPLIES 300922 244457463102001 5205 6229 GENERAL SUPPLIES ARENA 1 MANAGEMENT 48695960 1.35- REC SALES TAX ADJUST 300920 244457463155004 1825 6229 GENERAL SUPPLIES REC SUMMER PLAYGROUND ACTIVITY 50413869 1.35 REC SALES TAX ADJUST 300920 244457463155004 10002330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 50413869 20.34 PLGD SUPPLIES 300920 244457463155004 18256229 GENERAL SUPPLIES REC SUMMER PLAYGROUND ACTIVITY 50413869 Supplier 100577 OFFICE MAX(PCARD) 327- WELLNESS SALES TAX ADJUST 300929 244921563067159 7204.6399 OTHER CHARGES GRANT-ACTIVE WORKPLACES 98978265 3.27 WELLNESS SALES TAX ADJUST 300929 244921563067159 7200.2330 DUE TO OTHER GOVERNMENT RISK MGMT/INSUR BALANCE SHEET 98978265 4925 ROKU STICK-ACT CENTER 300929 244921563067159 72046399 OTHER CHARGES GRANT-ACTIVE WORKPLACES 98978265 Supplier 150320 ROKU(PCARD) 18.25 PAYPAL CC PROCESSING 300927 244921563082077 1400.6351 VISA/BANK CHARGES INSPECTIONS MANAGEMENT 33408426 32.02 PAYPAL CC PROCESSING 300928 244921563082077 53656351 VISA/BANK CHARGES SEWER MGMT/REPORTS/DATA ENTRY 33509801 32.03 PAYPAL CC PROCESSING 300928 244921563082077 53056351 VISABANKCHARGES WATER MGMT/REPORT/DATA ENTRY 33509801 10.00 OCT 2016 PROFESSIONAL ASSOC 300926 244921563128947 17056275 SCHOOLS/CONFERENCES/EXP LOCAL PARK&RECREATION MGMT TRAING 46759277 Supplier 139988 PAYPAL(PCARD) 29.99 TOTS TABLE COVER 300925 244939863080918 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 27000037 Supplier 102901 PARTY CITY(PCARD) 36- REC SALES TAX ADJUST 300898 244939863152001 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 99400276 36 REC SALES TAX ADJUST 300898 244939863152001 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 99400276 5.35 LETS LEARN SHAPES 300898 244939863152001 18756229 GENERALSUPPLIES REC PRESCHOOL PROGRAMS 99400276 Supplier 150315 ABCZONE(PCARD) 424.51 CRIME PREY SUPPLIES PENCILS 300913 244939863158920 1275 6239 PRINTING POL COMMUN OUTREACH/CRIME PREV 15038569 Supplier R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/15/2016 1525.38 Council Check Register by GL Paee- 27 Council Check Register by Invoice k Summary 11/21/2016 — 12//92016 Check Date Amount Supplier/Explanation PO Doc No Inv No Account No Subledger Account Description Business Unit 20161145 11/21/2016 110679 U S BANK PCARD Continued... 150318 CRESTLINE SPECIALTIES/PCARD) 39.99 DAMAGED HANDCUFF REPLACEMENT 300935 246437363149800 12106229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL D6961417 Supplier 148120 UNIFORMS UNLIMITED(PCARD) 69.00 RES PLANNERS EXAMINER-DORN 300918 246921663030001 14006275 SCHOOLS/CONFERENCES/EXP LOCAL INSPECTIONS MANAGEMENT 14539089 Supplier 150319 ICC ONLINE(PCARD) 298.94 MSFCACONF-ST CLOUD-RUSSELL 300909 246921663040008 1310.6276 SCHOOLS/CONFERENCES/EXP OTHER FIRE TRAINING 47587438 298.94 MSFCA CONF-ST CLOUD-THOMPSON 300911 246921663040008 1310.6276 SCHOOLS/CONFERENCES/EXP OTHER FIRETRAINING 47587735 298.94 MS FCA CONF-ST CLOUD-NELSON 300910 246921663040008 1310.6276 SCHOOLS/CONFERENCES/EXP OTHER FIRETRAINING 47587743 289.94 MSFCA CONF-ST CLOUD-ELVIN 300912 246921663040008 /3106276 SCHOOLS/CONFERENCES/EXP OTHER FIRETRAINING 47587750 Supplier 150317 COURTYARD(PCARD) 28.86 MINI SD CARD FOR SET TEAM CAM 300901 246921663050001 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 76266124 Supplier 140339 AMAZON.COM(PCARD) 78.72 GOLF USE TAX 300932 246921663090005 5155.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 41151924 1.144.99 GASKET EXHAUST FOR ENGINES 300932 246921663090005 5155.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 41151924 78.72- 300932 246921663090005 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 41/51924 Supplier 150321 SMALL ENGINE WAREHOUSE(PCARD) 24.90 NOTARY STAMP-NEW LAST NAME 300902 246921663100000 10156229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 21961302 Supplier 138345 AMERICAN ASSOCIATION OF NOTARIES(PCARD) 8.35- DEV SALES TAX ADJUST 300904 246921663100000 1100.6210 OFFICE SUPPLIES DEV MANAGEMENT 93051271 8.35 DEV SALES TAX ADJUST 300904 246921663100000 10002330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 93051271 125.50 PLANNER SUPPLIES 300904 246921663100000 1100 6210 OFFICE SUPPLIES DEV MANAGEMENT 93051271 Supplier 142133 BLICK ART MATERIALS(PCARD) 52.14 TABLE TENNIS NETS 300900 246921663100002 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT FROG GENERAL 31744399 Supplier 140339 AMAZON.COM(PCARD) R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/15/2016 15:25:38 Council Check Register by GL Page- 28 Council Check Register by Invoice&Summary 11/21/2016 -- 12/19/2016 Check# Data Amount SupPlicr/Explanation PON One,No Inv No Account No Subledger Account Description Business Unit 20/61145 /121/2016 120679 U S RANK PCARD Continued... 130.00 YELLOW PAGES AD 300939 247619763108380 5105.6239 PRINTING GOLF MANAGEMENT 00737096 Supplier 148969 HIBUINC(PCARD) 54.74 LUNCH-INV FOR 16006306 300897 247893063096839 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 01806306 Supplier 147428 $SPIZZA(PCARD) 10.65 HINKLE-DOOR NAME TAG 300919 248019763152070 12006229 GENERAL SUPPLIES POLICE MANAGEMENT 00000037 Supplier 148998 LAKEVILLE TROPHY(PCARD) 14900 SUPERVISOR TRAINING-JOHNSON 300938 249064163080319 51056275 SCHOOLS/CONFERENCES/EXP LOCAL GOLF MANAGEMENT 70312937 149.00 SUPERVISOR TRAINING-SEDWICK 300938 249064163080319 5105.6275 SCHOOLS/CONFERENCES/EXP LOCAL GOLF MANAGEMENT 70312937 Supplier 113397 FRED PRYOR CAREERTRACK(PCARD) - 29.95 MONTHLY SOFTWARE SUBSCRIPTION 300941 249064163130321 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 45458319 Supplier 139978 WUFOOCOM(PCARD) 1996 MONTHLY SOFTWARE SUBSCRIPTION 300942 749875063096125 10306249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 41451546 Supplier 149202 WUNDERKINDER.COM(PCARD) 5,754.02 10/612/4 /2/122016 135249 NORTHLAND TRUST SERVICES,INC. 19.68125 INT GO BOND 20IIA-PARK 301092 APVLYIIA 3362.7015 DEBT SERVICE-INTEREST BONDS OF 2011,$3,945,000 5000000 PRINC GO BOND 2011A-PARK 301092 APVLYIIA 3362.6910 BOND PRINCIPAL BONDS OF 2011,$3,945,000 26,291.25 INT GO BOND 20IIA-STM SWR 301092 APVLYIIA 5505.7015 DEBT SERVICE-INTEREST STORM DRAIN MNTC/RPR/SUMPS 15500000 PRINC GO BOND 2011A-STM WTR 301092 APVLYIIA 55056910 BOND PRINCIPAL STORM DRAM MNTC/RPR/SUMPS 8,100.00 INT GO BOND 2012A-EQ CERT 301093 APVLY12A 3372.7015 DEBT SERVICE-INTEREST EQUIP CERT 2012,$1,305,000 16500000 PRINC GO BOND 2012A-EQ CERT 301093 APVLY I2A 33726910 BOND PRINCIPAL EQUIP CERT 2012,$1305,000 19,050.00 INT GO BOND 2012A-REF BOND 301093 APVLY12A 3377.7015 DEBT SERVICE-INTEREST REF BOND OF 2012,$4,550,000 970,000.00 PRINC GO BOND 2012A-REF BOND 301093 APVLY12A 33776910 BOND PRINCIPAL REF BOND OF 2012,$4,550,000 8,050.00 INT GO BOND 2012A-EQ CERT 301093 APVLY12A 3382.7015 DEBT SERVICE-INTEREST GO IMP BOND 2012,$920,000 110,000.00 PRINC GO BOND 2012A-EQ CERT 301093 APVLY12A 3382.6910 BOND PRINCIPAL GO IMP BOND 2012,$920,000 5,950.00 MT GO BOND 2014A-EQ CERT 301094 APVLY14A 3392.7015 DEBT SERVICE-INTEREST EQUIP CERT 2014,$680,000 100,00000 PRINC GO BOND 2014A-EQ CERT 301094 APVLY14A 3392.6910 BOND PRINCIPAL EQUIP CERT 2014,$680,000 103,91250 INT GO BOND 2014A-WATER 301094 APVLY14A 53057015 DEBT SERVICE-INTEREST WATER MGMT/REPORT/DATA ENTRY 370,000.00 PRINC GO BOND 2014A-WATER 301094 APVLY14A 5305 6910 BOND PRINCIPAL WATER MGMT/REPORT/DATA ENTRY 5,950.00 INT GO BOND 20158 301095 APVLY15B 3402.7015 DEBT SERVICE-INTEREST GO EQ CERT 2015B$5,860,000 115,000.00 PRINC GO BOND 20158 301095 APVLY15B 3402.6910 BOND PRINCIPAL GO EQ CERT 20156$5,860,000 2,231,985.00 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/15/2016 15:25:38 Council Check Register by GL Page- 29 Council Check Register by Invoice&Summary 11/21/2016 -- 12//92016 Check# Date Amount Supplier/Explanation PDX Doc No Inv No Account No Subledger Account Description Business Unit 201612/4 12/122016 135249 NORTHLAND TRUST SERVICES,INC. Continued... 201612/5 12/122016 101348 DEPOSITORY TRUST COMPANY 35,662.50 INT GO IMP BOND 2007 301099 20161215 - 3342.7015 DEBT SERVICE-INTEREST BONDS OF 2007,$3,600,000 118,853.00 INT GO PARK BOND 2007 301100 20161215 3347.7015 DEBT SERVICE-INTEREST BONDS OF 2007,$6,400,000 117,714.00 INT GO PARK BOND 20060 30U01 20161215 33577015 DEBT SERVICE-INTEREST BONDS OF 2008,$6,685,000 272,229.50 20161216 12/12/2016 101348 DEPOSITORY TRUST COMPANY 225,000.00 PRM GO IMP BOND 2007 301096 20161215A 3342.6910 BOND PRINCIPAL BONDS OF 2007.53,600,000 160,000.00 PRIN GO PARK BOND 2007 301097 20161215A 334]6910 BOND PRINCIPAL BONDS OF 2007,$6,400,000 165,000.00 PRIN GO PARK BOND 2008D 301098 20161215A 33576910 BOND PRINCIPAL BONDS OF 2008,S6,685,000 550,000.00 20161217 12/9/2016 100331 MN DEPT OF LABOR&INDUSTRY(EFT) 72.80- LESS 2%RETENTION NOV 301182 20161130 1001.4099 PERMIT-OTHER GENERAL FUND REVENUE 3,639.90 PERMIT SURCHARGE NOV 301182 20161130 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 3,567.10 20161218 12/14/2016 100000 MNDEPTOFREVENUE 359.00 SALESMSE TAX-CASH ACCOUNT 301183 20161214 999.2330 DUE TO OTHER GOVERNMENT CASH COMPANY BALANCE SHEET 1,062.00 SALESNSE TAX-GENERALF UND 301183 20161214 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 12.00- SALESNSE TAX-CAP BLDG FUND 301183 20161214 2010.2330 DUE TO OTHER GOVERNMENT CABLE TV RESERVE BALANCE SHEET 12,871.00 SALESNSE TAX-LIQUOR#2 301183 20161214 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 23,217.00 SALESNSE TAX-LIQUOR X3 301183 20161214 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 34,075.00 SALESNSE TAX-LIQUOR#1 301183 20161214 50002330 - DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 3,417.00 SALESNSE TAX-GOLF 301183 20161214 51002330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 4,500.00 SALES/USE TAX-ARENA 301183 20161214 52002330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 1,649.00 SALES/USE TAX-WATER&SWR 301183 20161214 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 300- SALESNSE TAX-RISK MGMT 301183 20161214 7200.2330 DUE TO OTHER GOVERNMENT RISK MGMT/INSUR BALANCE SHEET 81,135.00 20161219 12/142016 101671 MN DEPT OFREVENUE 56.85 DIESELTAX-PARKS 301201 20161214 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE - 322.90 DIESEL TAX-STREETS 301201 20161214 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 22.66 DIESEL TAX-WATER 301201 20161214 5345.6212 MOTOR FUELS/OILS WATER EQUIPNEHICLE/MISC MNTC 74.97 DIESEL TAX-SEWER 301201 2016/214 53906212 MOTOR FUELS/OILS SWR EQUIP/VEHICLE MISC MNTC/RP 477.38 20161220 12/16/2016 148015 EMPOWER 90000 MN DCP-PLAN#650251 301129 12131614300414 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/15/2016 15:25.38 Council Check Register by GL Pngc- 30 Council Cheek Register by lnvoicc&Summary 11/212016 -- 12/19/2016 Check W Data Amount Supplier/Explanation POW Doc No Inv No Account No Subledgcr Account Description Business Unit 20161220 12/162016 148015 EMPOWER Continued... 900.00 20/6122/ 12/16/2016 148869 EMPOWER(HCSP) 71.93 SERGEANT HCSP FUNDING-COMP 301131 12131614300416 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING SAL SHEET 132.82 POLICE HCSP FUNDING-COMP 301131 12131614300416 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 258.60 SERGEANT HCSP FUNDING-GROSS WA 301131 12131614300416 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 1,15936 POLICE HCSP FUNDING-GROSS WAGE 301131 12131614300416 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING SAL SHEET 1,416.06 POLICE HCSP FUNDING-ANNUAL LEA 301131 12131614300416 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 1.75- ADI FOR CONTRIB TAKEN IN ERROR 301185 20161216 9000.2120 ACCRUED BENEFIT LIABILI"FY PAYROLL CLEARING HAL SHEET 3,037.02 2016/222 12/16/2016 102664 ANCHORBANK 444.10 EMPLOYEE MEDICARE 300896 1208161034506 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING HAL SHEET 444.10 CITY SHARE MEDICARE 300896 1208161034506 90002111 ACCRUED FEDERAL/FICA PAYROLL CLEARING HAL SHEET 1,933.21 FEDERAL TAXES PR 300896 1208161034506 90002111 ACCRUED FEDERALTICA PAYROLL CLEARING HAL SHEET 2,821.41 2016/223 12/19/2016 102664 ANCHORBANK 8,157.55 EMPLOYEE MEDICARE 301125 12131614300410 90002111 ACCRUED FEDERAL/FICA PAYROLL CLEARING HAL SHEET 8,157.55 CITY SI4ARE MEDICARE 301.125 12131614300410 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING HAL SHEET 23,623.14 EMPLOYEE FICA 301125 12131614300410 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING HAL SHEET 23,623.14 CITY SHARE FICA 301125 12131614300410 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING HAL SHEET 62,44349 FEDERAL TAXES PR 301125 12131614300410 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING HAL SHEET 126,004 87 20161224 12/1520/6 101238 MINNESOTA CHILD SUPPORT PAYMENT CENTER 183.57 CHILD SUPPORT PAYMENT 300895 1208161034505 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 183.57 2016/225 12/162016 101238 MINNESOTA CHILD SUPPORT PAYMENT CENTER 507.50 CHILD SUPPORT PAYMENT 301137 1213161430047 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 459.50 CHILD SUPPORT PAYMENT 301138 1213161430048 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 967.00 20161226 12//62016 100657 MNDEPTOFREVENUE 137102 STATE TAX WITHHOLDING 300894 1208161034504 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING HAL SHEET 1,371.02 2016/227 12/192016 100657 MN DEPT OFREVENUE 24,69776 STATE TAX WITHHOLDING 301136 1213161430046 9000.2112 ACCRUED STATE W/H PAYROLL CLEAP'"G HAL SHEET R55CKRZ LOGISI01 CITY OF APPLE VALLEY 12/152016 15:25:38 Council Check Register by GL Page- 31 Council Check Register by Invoice&Summary 1121/20/6 -- 12/192016 Check# Data Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20161227 12/19/2016 100657 MNDEPTOFREVENUE Continued... 24,697.76 20161228 12/162016 100392 PUBLIC EMPLOYEES RETIREMENTASSOCIATION 44,930 91 EMPLOYEE SHARE PERA 301133 1213161430043 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 58,786.24 CITY SHARE PERA 301133 1213161430043 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 37.80- ADJ FOR CONTRIB TAKEN IN ERROR 301186 20161216 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 103,679 35 20161229 12/162016 148841 SELECTACCOUNT 4,046.41 HSA EMPLOYEE FUNDING 301130 12131614300415 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET 4,046.41 20161230 12/14/2016 148841 SELECTACCOUNT 50.22 FLEX SPENDING MEDICAL-2016 301187 38319064 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 50.22 20161231 12/16/2016 100455 AFFINITY PLUS FEDERAL CREDIT UNION 1,195.00 EMPLOYEE DEDUCTIONS 301134 1213161430044 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,195.00 20161232 12//62016 100038 APPLE VALLEY FIREFIGHTERS RELIEFASSN 930.00 FIRE RELIEF DUES 300891 1208161034501 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 930.00 20/6/233 12/152016 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT 555.00 ICMA-PLAN#301171 300892 1208161034502 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 555.00 20161234 12/16/2016 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT 27,591.77 ICMA-PLAN#301171 301132 1213161430042 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 27,591.77 20161235 12/15/2016 100241 VANTAGEPOINT TRANSFER AGENTS-457 PT 1,016.22 ICMA-PLAN#306561 300893 1208161034503 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,016.22 20/61236 12/1620/6 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 1,21600 ROTH IRA-PLAN 4705481 301127 12131614300412 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,216.00 R55CKR2 LOGISIOI CITY OF APPLE VALLEY 12/15/2016 15:25:38 Council Check Register by GL Page- 32 Council Check Register by Invoice&Summary 11/21/2016 -- 12/19/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 4,104.185.24 Grand Total Payment Instrunsent Totals II Checks 554,641.97 I OSI I EFT Payments 3,445,410 62 A/P ACB Payment 104,132.65 ` 7 Total Payments 4,104,185 24 R55CKS2 LOGIS100 CITY OF APPLE VALLEY 12/15/2016 15:25:44 Note. Payment amount may not reflect the actual mount due to data sequencing and/or data selecnon. Coonoil Check Summaty Page- I 1121/2016 - 12/19/2016 Company Amount 00999 CASH COMPANY 96.68 01000 GENERALFUND 54,502.50 02010 CABLE TV RESERVE FUND 100.47 02025 ROAD ESCROW FUND 442,948 00 02090 14200 CEDAR AVE-OLD CIN HALL 2,434.78 03340 GO IMP BOND 2007,$3,600,000 260,662.50 03345 GO PARK BOND 2007,$6,400,000 278,853.00 03355 GO PARK BOND 2008,$6,685,000 282,714.00 03360 GO PARK BOND 2011,$3,945,000 69,681.25 03370 EQUIP CERT 2012,$1,305,000 173,100.00 03375 REF BOND 2012,$4,550,000 989,050.00 D3390 GO IMP BOND 2012,$920,000 118,050.00 03390 EQUIP CERT 2014,$680,000 105,950.00 03400 GO EQ CERT 20158,$5,860,000 120,950.00 04000 MUNICIPAL BUILDING FUND 4,468.36 04500 CONSTRUCTION PROJECTS 24,534.63 04800 CABLE TV-SPECIAL REVENUE 1.35 05000 LIQUOR FUND 152,489.50 05100 GOLF FUND 14,358.14 05200 ARENAFUND 7,437.87 05300 WATER&SEWERFUND 516,682.85 05500 STORM DRAINAGE UTILITY FUND 181,591.75 05800 STREET LIGHT UTIL FUND 1,73124 07200 RISK MANAGEMENTANSURANCE FUND 46.25 09000 PAYROLL CLEARING FUND 301,750.12 Report Totals 4,104,185.24 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 11/302016 -- 12/23/2016 Check# Date Amount Supplier/Explanation PON Doc No Inv No Account No Subledger Account Description Business Unit 11814 12/23/2016 100101 ACE HARDWARE 1.00- DISCOUNT 301408 101370719771 1200.6333 GENERAL-CASH DISCOUNTS POLICE MANAGEMENT 9.99 ICE SCRAPERS FOR SQUADS 301408 101370719771 12006211 SMALL TOOLS&EQUIPMENT POLICE MANAGEMENT I.0()- DISCOUNT 301396 101370720941 1225 6333 GENERALCASH DISCOUNTS POLICE TRAINING 9.99 EXTENSION CORD FOR USE OF FORC 301396 101370720941 1225 6211 SMALL TOOLS&EQUIPMENT POLICE TRAINING 1.00- DISCOUNT 301407 101370721031 1250.6333 GENERAL-CASH DISCOUNTS POLICE FACILITY 9.99 GLUE FOR PD 301407 101370721031 1250.6229 GENERAL SUPPLIES POLICE FACILITY .47- DISCOUNT 301395 101400720131 5330.6333 GENERAL-CASH DISCOUNTS WTR MAINMYDRANT/CURB STOP MNT 4.74 QUARRY POINT TOWER MIXER 301395 101400720131 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP NMT 23.98 BACTERIA SAMPLES 301520 101400722641 53256229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 6.99 OMN METER REPLACEMENT. 301439 101400723021 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 6,49 GLASSCLEANER 301521 101400723121 5345.6229 GENERALSUPPLIES WATER EQUIPNEHICLE/MISC MNTC 68.70 11815 1223/2016 100037 APPLE VALLEY COLLISION INC 2,552.20 #224 RPR DAMAGED R SIDE 301339 40911 7205.6399 OTHER CHARGES INSURANCE CLAIMS 2,552.20 11816 12232016 100709 BATTERIES PLUS BULBS 39.98 GENERATOR STATES CONTROL 301258 17385653 5325.6215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR 39.98 11517 12123/2016 100071 BOVERTRUCKS 36.44 344 U-JOINT STEERING 301409 1110731 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 6.29 319 RNIT 301525 1110731X1 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 4273 11818 1223/2016 - 119052 CUSTOM HOSE TECH INC 13803 #314 HYD.HOSE 301364 86008 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 138.03 11819 12/23/2016 101365 ECM PUBLISHERS INC 40.90 COBBLESTONE LAKE COM.5TH ADD 301277 431291 45026239 201618OG PRINTING IMPROVEMENTS-ASSESSED 4090 11820 12/23/2016 103314 INNOVATIVE OFFICE SOLUTIONS - 153.13 OFFICE SUPPLIES 301442 IN1422980 19006210 OFFICE SUPPLIES AV COMMUNITY CENTER 367.28 CLEANING SUPPLIES 301442 IN1422980 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 44.34 PW DRY ERASE BOARD SAAM 301389 IN1426981 1500.6210 OFFICE SUPPLIES PW MANAGEMENT 24.61 PAPER/RUBBER BANDS 301292 IN1426982 5065.6210 OFFICE SUPPLIES LIQUOR#2 OPERATIONS 117.90 OFFICE SUPPLIES 301289 IN1426983 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summay 11/30/2016 -- 12/23/2016 Check N Date Amount Supplier/Explanation PON Doc No Inv No Account No Subledger Account Description Business Unit 11820 1223/20/6 103314 INNOVATIVE OFFICE SOLUTIONS Continued... 33.00 INSP SPECIAL ORDER PAPER 301330 IN1428592 14006210 OFFICE SUPPLIES INSPECTIONS MANAGEMENT 13.96 DEV LABELS,HOOK 301390 IN1431080 1100.6210 OFFICE SUPPLIES DEV MANAGEMENT 32.22 FRT DSK ADDRESS LABELS 301390 IN1431090 1021.6210 OFFICE SUPPLIES FRONTDESK 6942 FIN OFFICE SUPPLIES 301390 rN1431080 1035.6210 OFFICE SUPPLIES FINANCE 44.34- DRY ERASE BOARD RETURN 301523 SCN053678 1500.6210 OFFICE SUPPLIES PW MANAGEMENT 811.52 11821 12232016 118099 JEFFERSON FIRE&SAFETY INC 22,267.50 FF TURNOUT GEAR(XI 0) 301305 231953 13306281 UNIFORM/CLOTHING ALLOWANCE FIREOPERATIONS 22,267.50 11812 /223/2016 100289 LOGIN 1%323.28 LOGIS SERVICE 301371 42678 10406399 OTHER CHARGES DATAPROCESSMG 661.02 LOGIS SERVICE 301371 42678 50056399 OTHER CHARGES LIQUOR GENERAL OPERATIONS 226.26 LOGIS SERVICE 301371 42678 5205.6399 OTHER CHARGES ARENA (MANAGEMENT 11,51744 LOGIS SERVICE 301371 42678 5303.6399 OTHER CHARGES UTILITY BILLING 144.62 STATE WAN ACCESS 301370 42744 10406399 OTHER CHARGES DATAPROCESSING 28.93 STATE WAN ACCESS 301370 42744 5005.6399 OTHER CHARGES LIQUOR GENERAL OPERATIONS 7.23 STATE WAN ACCESS 301370 42744 5205.6399 OTHER CHARGES ARENA IMANAGEMENT 180.80 STATE WAN ACCESS 301370 42744 5303.6399 OTHER CHARGES UTILITY BILLING 32,089.58 11823 /2/232016 100304 MCNEILUS STEEL INC 272.46 METAL FOR GENERAL REPAIRS 301341 1978483 1630.6229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCE 700.00 METAL FOR SALTER RACK 301341 1978483 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 972.46 0824 1123/20/6 100348 MTI DISTRIBUTING CO 29.23 MOWER PARTS 301350 109862901 51556215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 703.09 MOWER PARTS 301404 109900200 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 161.87 MOWER PARTS 301393 109900600 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 894.19 11825 12232016. 100393 PUMPAND METER SERVICE INC 109.00 DIESEL FUEL TANK FLOAT 301406 78521 1540 6265 REPAIRS-EQUIPMENT CMF BUILDINGS&GROUNDS MNTC 109.00 11826 12/23/2016 100395 R&R SPECIALTIES OF WISCONSIN INC 633.37 ZAM REPAIRS-WASH WATER 301403 61213IN 5270.6265 REPAIRS-EQUIPMENT ARENA EQUIPMENT MAINT-HAYES 420.60 ZAMBONIPARTS 301402 61225IN 5270.6215 EQUIPMENT-PARTS ARENA EQUIP `MAINT--HAYES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1221/2016 16.38:01 Council Check Register by GL Page- 3 Council Check Register by Invoice&Summary 11/30/2016 -- 12/23/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 11826 12/23/2016 100395 R&R SPECIALTIES OF WISCONSIN INC Continued... 1,053.97 11827 12/23/1016 118481 STONEBROOKE EQUIPMENT 420.46 PLOW CABLES#421 301320 41622 5345 6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 490.57 PLOW WIRE HARNESS'#406 301319 41626 5345 6215 EQUIPMENT-PARTS WATER EQUIPNEHICLEMIISC MNTC 420,46- PLOW CABLE(CREDIT) 301262 41662 5345 6215 EQUIPMENT-PARTS WATER EQUIPNEHICLEMIISC MNTC 470.00 PLOW CUTTING EDGE 301427 41800 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 960.57 11828 12/23/2016 100496 VANPAPERCO 2.99- DISCT91 00008795 301447 409456 5025.6333 GENERAL-CASH DISCOUNTS LIQUOR 91 OPERATIONS 298.79 BAGS#1 00008795 301447 409456 50256229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 2.50- DISCT03 00008795 301448 410107 50956333 GENERAL-CASH DISCOUNTS LIQUOR#3 OPERATIONS 250.48 BAGS$3 00008795 301448 410107 50956229 GENERAL SUPPLIES LIQUOR 93 OPERATIONS 543.78 271964 1221/20/6 100431 ACTIVAR PLASTIC PRODUCTS GROUP 42.13 L&H ZONE DRAIN TUBING 301533 510213589 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 24703 CHEMICAL LINES WTP 301532 51213748 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 289.16 271965 1221/2016 147453 ADAM'S PEST CONTROL INC 85.00 QUARTERLY PEST CONTROL 301369 2473153 1060.6249 OTHER CONTRACTUAL SERVICES MUNICIPAL BLDG&GROUNDS MNTC 85.00 271966 12/212016 148565 ADVANCED IMAGING SOLUTIONS(CONT INV) 57.16 COPIER MAINT 301398 INVI19676 5105.6265 REPAIRS-EQUIPMENT GOLF MANAGEMENT 57.16 271967 12/21/2016 144459 ADVANCED IMAGING SOLUTIONS(LEASE) 84.01 LATE PAYMENT FEE 301307 318844396 10306399 OTHER CHARGES INFORMATION TECHNOLOGY 457.89 COPIER LEASE 301307 318844396 1700A310 RENTAL EXPENSE PARK&RECREATION MANAGEMENT 565.08 COPIER LEASE 301307 318844396 1200.6310 RENTAL EXPENSE POLICE MANAGEMENT 657.16 COPIER LEASE 301307 318844396 1030.6310 RENTAL EXPENSE INFORMATION TECHNOLOGY 1,764.14 271968 12/212016 138493 ALAN EDELOIL SERVICE INC 270.00 FLOOR DRY 301420 5569 15306229 GENERALSUPPLIES FLEET&BUILDINGS-CMF 270,00 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Registea by GL Page- 4 Council Check Register by Invoice&Summary 11/3020/6 — 12/23/2016 CheckDate Antonin Supplier/Esplanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271%9 12/21/2016 147314 ALL-AMERICAN ARENA PRODUCTS Continued... L46O00 AVSA GAME NETS 301435 923 5205.6229 GENERAL SUPPLIES ARENA I MANAGEMENT 1,460.00 271970 122//2016 148597 AL'SCOFFEE 147.30 HAYES CONCESSION PRODUCT 301342 51437 5260 6540 TAXABLE MISC FOR RESALE ARENA MANAGEMENT-HAYES 14730 271971 /221/2016 150412 AMERICAN BLAST AND BULLET RESISTANT L675.00 PATROL-BALLISTIC SHIELD 301440 INV201660225 12106229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 1,675.00 271972 12/21/2016 100023 ANDERSEN INC,EARL F 234.00 SIGNPOSTNEEDED 301268 113144IN 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 234.00 271973 12/21/2016 137136 APPLEAWARDSINC 103.95 APPLE/KEY M MOORE 301518 49015 1025.6399 OTHER CHARGES EMPLOYEE RECOGNITION PARTY 103.95 271974 12/21/2016 100039 APPLE VALLEY FORD 29391 POL VEHICLE LEASE-DEC 301245 20161216 12156310 RENTAL EXPENSE POLICE DETECTIVE UNIT 10.79 CLIP 916 301417 386392 12106215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 225.99 47BULBSOCKET 301419 386658 12106215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 67.94 4995 BELT BUCKLE 301418 387048 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 7766 MIRROR 301535 387122 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 35,02 POLICE BRK KIT 301537 387305 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 39.98 918 BRK KIT 301534 387318 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 244.60 238 BRAKE CONTROLLER 301413 AIQB808475 /7656265 REPAIRS-EQUIPMENT PARK EQUIPMENT MAINTENANCE 7766- MIRROR(CREDIT) 301536 CM387122 176562/5 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 35.02- BRAKE KIT(CREDIT) 301538 CM387318 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 883.21 271975 1221/20/6 100747 ARAMARK UNIFORM SERVICES INC 3044 UNIFORM SERVICE 301261 1718596988 17106281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 32.66 UNIFORM SERVICE 301261 1718596988 15306281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 5439 UNIFORM SERVICE 301261 /718596988 16006281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 30.44 UNIFORM SERVICE 301359 1718601450 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 32.66 UNIFORMSERVICE 301359 1718601450 15306281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 54.39 UNIFORMSERVICE 301359 1718601450 16006281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 234.98 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12212016 16:38:01 Council Check Register by GL Page- 5 Council Check Register by Invoice&Sumnaryy 11/30/2016 -- 12/23/2016 Check# Data Anount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271975 1221/2016 100747 ARAMARK UNIFORM SERVICES INC Continued... 271976 /2/212016 125174 ARTISAN BEER COMPANY 86.70. CMBEER#1 00047806 301656 103238 50156530 BEER LIQUOR#1 STOCK PURCHASES 2,423.40 BEER#1 00047806 301655 2145088 5015.6530 BEER LIQUOR 91 STOCK PURCHASES 18000 BEER43 00047806 301659 3143595 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 2,309.45 BEER#3 00047806 301660 3143596 5085 6530 BEER LIQUOR#3 STOCK PURCHASES 1,190.25 BEER#2 00047806 301658 3145089 5055 6530 BEER LIQUOR#2 STOCK PURCHASES 2,065.00 BEER93 00047806 301661 3145090 5085.6530 BEER LIQUOR 43 STOCK PURCHASES 59.95 BEER91 00047806 301657 3145438 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 8,141.35 271977 122/2016 100609 ASPEN EQUIPMENT CO 179.00 PLOW CUTTING EDGES301338 /0170360 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 759.88 PLOW CUTTING EDGES 301338 10170360 16306215 ,EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 179.00 PLOW CUTTING EDGES 301338 10170360 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 463.49 PLOW CUTTING EDGE 301443 10170811 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/svIISC MNTC 8.79 PARTS FOR WESTERN PLOW 301541 10170995 16656215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 590.16 271978 12/21/2016 118892 ASPENMILLS 1,439.90 UNIFORM JACKETS(15) 301308 190770 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 1,439.90 271979 12/21/2016 101029 ASSOCIATION OF TRAINING OFFICERS OF MN 250.00 2017 ATOM MEMBERSHIP 301289 20161203 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 250.00 271980 12212016 101318 AUTOMATIC SYSTEMS COMPANY 1056.74 REPL UPS 301431 306425 5380.6269 REPAIRS-OTHER SEWER LIFT STN REPAIR&MNTC 1,056.74 271981 12212016 100050 BACKUS,MICHAELA 150.00 REDWOOD DEPOSIT REFUND 301360 20161216 1001.5110 RENTS-REDWOOD GENERAL FUND REVENUE 150.00 271982 12/21/2016 100847 BAN-KOE SYSTEMS INC 723.18 TIME&ATTENDANCE SERV FEES 301296 94537 10406399 OTHER CHARGES DATAPROCESSING 723.18 2719M 12/21/2016 150424 BATT,BARBARA R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Register by GL Page- 6 Council Check Register by Invoice&Srunmary 11/30/2016 -- 12/23/2016 Check# Date Amount Supplier/Explanation PO k Doc No luv No Account No Subledger Account Description Business Unit 271983 /22/2016 150424 BATT,BARBARA Coofinued... 80.95 UB REFUND 13545 HAVELOCK TEL 301322 20161214B 53014997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 80.95 271984 12/2/2016 100055 BECKERARENA PRODUCTS INC 175.09 EDGER BLADES 301349 1005329 5215.6215 EQUIPMENT-PARTS ARENA I EQUIPMENT MAINTENANCE 175.09 271985 12212016 144003 BERNSTEIN,BARRY 163.08 NOV MILEAGE-BERNSTEIN 301295 20161130 1700.6277 MILEAGE/AUTO ALLOWANCE PARK&RECREATION MANAGEMENT 163.08 271986 12/21/2016 149586 BOOTLEGGER BREWING 168.00 TAX#3 00042091 301666 1037 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 168.00 271987 12/21/2016 100073 BREITUNG,CORYL 19.98 JEANS-2 PR-BREITUNG 296062 20160718 53656281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/REPORTS/DATA ENTRY 1998 271988 1221/2016 150413 BUDGET BLINDS 1,62800 BLINDS M THE ALL PURPOSE ROOM 301367 9674 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 1,628.00 271989 12/21/2016 100089 CARQUEST 7.69 240HEADLTBULBS 301414 1594281414 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 7.69 POLICE BULB 301415 /594281419 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 83.19 ANTI SEIZE 301416 1594281499 15306215 EQUIPMENT-PARTS FLEET&BUILDINGS-CMF 27.58 417 DEF FLUID 301384 1594281511 5345 6212 MOTOR FUELS/OILS WATER EQUIP/VEHICLE/MISC MNTC 119.70 910 BRAKE PARTS 301539 1594281860 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 245.85 271990 1221/2016 100878 CHARTER COMMUNICATIONS 14.83 CMF CABLE TV DEC. 301522 835230604010892 1540.6237 TELEPHONE/PAGERS CMF BUILDINGS&GROUNDS MNTC 8DEC16 22.23 CABLE BOX-DEC 301287 835230604012757 1200,6237 TELEPHONE/PAGERS POLICE MANAGEMENT IDEC16 8464 GOLF CABLE TV-DEC 301544 835230604052429 5110.6237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 8DEC16 429.29 GOLF WIFI SVC-DEC 301327 835230604053823 51106237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING IDEC16 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12121/2016 16:38:01 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 11/30/2016 -- 12/232016 Check N Date Amount Supplier/Explanation PON Doc No Inv No Account No Subledger Account Description Business Unit 271990 12/21/2016 100878 CHARTER COMMUNICATIONS Continued... 400.74 GOLF WIFI-DEC 301351 835230604053824 51106237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 9DEC16 95173 271991 12/212016 100096 CITY WIDE WINDOW SERVICES 32.06 LIQ3 WINDOW CLEANING-11/16 301291 611804 5095.6240 CLEANING SERVICE/GARBAGE REMOV LIQUOR N3 OPERATIONS 26.72 LIQI WINDOW CLEANING-11/16 301290 611807 5025.6240 CLEANING SERVICE/GARBAGE REMOV LIQUOR NI OPERATIONS 58.78 271992 12/21/2016 148676 CLAYTON,ALBERT 200.00 BOOTS-A CLAYTON 301275 20161206 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 200.00 271993 12/21/2016 150038 COLDSPRING GRANITE COMPANY 210.60 NICHE PLATE D KENNEDY 301272 2025914A 5605.6325 COLUMBARIUM CEMETERY 210.60 NICHE PLATE-IAVENT 301253 2032837A 56056325 COLUMBARIUM CEMETERY 210.60 NICHE PLATE-N BASKINA 301271 2034906A 5605.6325 COLUMBARIUM CEMETERY 631.80 271994 122120/6 144920 D.R.HORTON 18,55000 NRMP CORTLAND 2ND 301375 6622 45002420 2013136G NRMP FIN GUAR-DEVELOPER DEP CONSTRUCTION PROJECTS B/S 18.550.00 271995 122120/6 128708 DAKOTACOUNTY 20.00 PSTEWART-NOTARY COMMISSION 301259 2016-12-06D 1400.6280 DUES&SUBSCRIPTIONS INSPECTIONS MANAGEMENT 20.00 271996 12212016 100123 DAKOTA COUNTY FINANCIAL SERVICES 5,253.88 SIGNAL MAINT JULY THEO SEPT. 301373 23108 16806249 OTHER CONTRACTUAL SERVICES TRAFFIC SIGNS/SIGNALS/MARKERS 116.65 OCT 800 MHZ RADIOS(5) 301355 23110 1500.6249 OTHER CONTRACTUAL SERVICES PW MANAGEMENT 1,469.79 OCT 800 MHZ RADIOS(63) 301355 23110 13306249 OTHER CONTRACTUAL SERVICES FIRE OPERATIONS 2,16969 OCT 800 MHZ RADIOS(93) 301355 23110 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 116.65 NOV BOO MHZ RADIOS(5) 301354 23302 1500.6249 OTHER CONTRACTUAL SERVICES PW MANAGEMENT 1,469.79 NOV 800 MHZ RADIOS(63) 301354 23302 13306249 OTHER CONTRACTUAL SERVICES FIRE OPERATIONS 2,169.69 NOV 800 MHZ RADIOS(93) 301354 23302 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 12,766.14 171997 1221/2016 100139 DAKOTA COUNTY LICENSE CENTER 26.75 REG 2017 POLICE INTERCEPTOR 301376 20161216 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 1,773.52 TAX 97 POLICE INTERCEPTOR 301376 201612/6 7400.1750.048 TRANSPOR EQUIPMN'G4 YRS VERF-POLICE BAL SHEET R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Register by GL Page- 8 Council Check Rcgiswr by Invoice&Summary 11/30/2016 -- 12/23/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271997 12/21/2016 100139 DAKOTA COUNTY LICENSE CENTER Continued... 1,800.27 271998 12/21/2016 100128 DAKOTA ELECTRIC ASSOCIATION 5.10 CD SIREN-CMP#2010767 301329 211576 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 5.10 CD SIREN-HUNTINGTON#2010775 301329 211576 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 5.10 CD SIREN-DELANEY#2010783 301329 211576 12906255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 5.10 CD SIREN-DUCHESS#2010791 301329 211576 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 5.10 CD SIREN-GALAXIE&42#2010809 301329 211576 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 5A0 CD SIREN-CED KNOLLS#2010817 301329 211576 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 5.10 CD SIREN-WILDWOOD#2010825 301329 211576 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 5.10 CD SIREN-CHAPARRAL#2010833 301329 211576 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 5.10 CD SIREON-PILOT KNOB#394930.2 301329 211576 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 10.20 GARDNVW DR-SL SIGN 4379233-0 301329 211576 12106255 UTILITIES-ELECTRIC POLICE FIELD OPERATIONS/PATROL 14.28 LEGION FLD PRESS BX#310081-5 301329 211576 17306255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 14.28 PK-BELMT PD AER/FOUNT#325093-3 301329 211576 1720.6255 UTILITIES-ELECTRIC PARK GROUNDS MAINTENANCE 20.42 FOUNDER PK LT#366449-7 301329 211576 17406255 UTILITIES-ELECTRIC PARK SIDEWALK/PATH MAINTENANCE 20.78 KELLEY PD PK/SPKLR#405066-2 301329 211576 1720.6255 UTILITIES-ELECTRIC PARK GROUNDS MAINTENANCE 21.85 ALIMAGNET PK RESTRM#144117-9 301329 211576 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 26.09 HUNTINGTON PK SHLTR#2014926 301329 211576 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 27.16 GALAXIE PK WMHSE#481583-3 301329 211576 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 2928 SALT BLDG#310219-1 301329 211576 1540.6255 UTILITIES-ELECTRIC CMF BUILDINGS&GROUNDS MNTC 55A4 AV EAST PK WMHSE#2148484 301329 211576 17306255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 56.05 PARK HS#4 FIELDS#224529-8 301329 211576 1780 6255 UTILITIES-ELECTRIC PARK HIGH SCHOOL#4 FIELDS 60.70 EASTVIEW PRESS BOX 42079408 301329 211576 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 75.71 PW RADIO EQUIP#215383.1 301329 211576 1540.6255 UTILITIES-ELECTRIC CMF BUILDINGS&GROUNDS MNTC 8633 HAGEMEISTER PK SHLTR#151256-5 301329 211576 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 87.52 FARQ PK RESTROOMS 91617653 301329 211576 17306255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 89.17 HAGEMEISTER TENNIS LTS#1804087 301329 211576 1745.6255 UTILITIES-ELECTRIC PARK CRT/GAME AREA MAINTENANCE 143.66 VALLEY MID PK SHLTR#1247824 301329 211576 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 151.01 DELANEY PK SHLTR#151247-0 301329 211576 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 155.55 CMF STORAGE#2009652 301329 211576 1540 6255 UTILITIES-ELECTRIC CMF BUILDINGS&GROUNDS MNTC 184,53 AVFAC EXPANSION#443065-9 301329 211576 19406255 UTILITIES-ELECTRIC AQUATIC SWIM CENTER 185.56 SCOTT TENNIS LTS#1804079 301329 211576 17456255 UTILITIES-ELECTRIC PARK CRT/GAME AREA MAINTENANCE 203.89 REDWOOD/POOL#108328-6 301329 211576 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 253.82 FIRE STATION 43#146046-8 301329 211576 1340 6255 UTILITIES-ELECTRIC FIRE BLDG&GROUNDS MNTC 263.86 FIRE STATION 42#145450-3 301329 211576 1340.6255 UTILITIES-ELECTRIC FIRE BLDG&GROUNDS MNTC 316.61 AQUATIC CENTER 9273061-2 301329 211576 1940.6255 UTILITIES-ELECTRIC AQUATIC SWIM CENTER 444.22 QUARRY PT ATHLCPLX#456933-1 301329 211576 17156255 UTILITIES-ELECTRIC PARK ATHLETIC FIELD MAINTENANC 641,71 TEEN CENTER 9268335-7 301329 211576 1730A255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 897.91 FIRE STATION#1#111343-0 301329 211576 13406255 UTILITIES-ELECTRIC FIRE BLDG&G )S MNTC R55CKR2 LOGISl01 CITY OF APPLE VALLEY 12212016 16:38:01 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 11/3020/6 -- 12/23/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271998 12/21/2016 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 1,260.23 PARK PATHWAY LTS#2053296 301329 211576 17406255 UTILITIES-ELECTRIC PARK SIDEWALK/PATH MAINTENANCE 1,371.92 HAYES COMM&SR CTR 9451229-9 301329 211576 1920.6255 UTILITIES-ELECTRIC SENIORCENTER 1,428.02 CENTRAL MAINT FAC 4511870-8 301329 211576 1540.6255 UTILITIES-ELECTRIC CMF BUILDINGS&GROUNDS MNTC 2,224.59 AV COMM CIT.#1883305 301329 211576 1900.6255 UTILITIES-ELECTRIC AV COMMUNITY CENTER 2,739.43 EASTVIEW-HIGHLAND#1889047 301329 211576 1715.6255 UTILITIES-ELECTRIC PARK ATHLETIC FIELD MAINTENANC 4,112.42 MUNICIPAL CENTER 9288247.0 301329 211576 10606255 UTILITIES-ELECTRIC MUNICIPAL BLDG&GROUNDS MNTC 1,310.08 OLD CITY HALL#517541-9 301329 211576 2092.6255 UTILITIES-ELECTRIC 14200 CEDAR AVE-OLD CITY HALL 751.89 LIQUOR STORE 2#138678-8 301329 211576 5065.6255 UTILITIES-ELECTRIC LIQUOR#2 OPERATIONS 1,523.82 LIQUOR STORE 3#444140-8 301329 211576 5095.6255 UTILITIES-ELECTRIC LIQUOR 43 OPERATIONS 1,553.56 LIQUOR STORE I4145003-0 301329 211576 5025.6255 UTILITIES-ELECTRIC LIQUOR#1 OPERATIONS 363.49 VLLYWD GOLF SPRINK-134893-7 301329 211576 5150.6255 UTILITIES-ELECTRIC GOLF COURSE MAINTENANCE 5,139.67 HAYES PK ICE ARENA#222230.5 301329 211576 5265.6255 UTILITIES-ELECTRIC ARENA 2 BLDG MAINTENANCE-HAYES 5,371.31 ICE ARENA 419136723.4 301329 211576 5210.6255 UTILITIES-ELECTRIC ARENA I BUILDING MAINTENANCE 14.28 PUMPHOUSE 15 92121093 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 17.83 PALOMINO RESERVOIR 9103546-8 301329 211576 53206255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 17.83 HERALD WY PRESS STN#103686.2 301329 211576 53206255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 24.91 WTRTWR RESERV-LONGRDG#144881- 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 32.12 LS 7 HERITAGE HILLS#144109-6 301329 211576 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 45.58 LS II-HIGHLAND PT CT 92021699 301329 211576 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 47.39 PUMPHOUSE#2#108018.3 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 5161 LS 10 NORDIC WOODS#1830835 301329 211576 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 67.31 PUMPHOUSE 95 9135486.9 301329 211576 53206255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 91.18 LIFT STN S WHITNEY#1116599 301329 211576 53906255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 93.16 PUMPHOUSE 08#1468404 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELLBOOSTER STN MNT/RPR 100.87 PUMPHOUSE#1#106890-7 301329 211576 53206255 UTILITIES-ELECTRIC WATER WELLBOOSTER STN MNT/RPR H L84 PUMPHOUSE I3#2023265 301329 211576 53206255 UTILITIES-ELECTRIC WATER WELL/ROOSTER SN MNT/RPR 119,87 PUMPHOUSE 12 92023273 301329 211576 5320 6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER SN MNT/RPR 122.81 PUMPHOUSE I7#307438-2 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 127.66 PUMPHOUSE#3#106099-5 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELLBOOSTER SN MNT/RPR 147.86 PUMPHOUSE 1841078310 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELLBOOSTER SN MNT/RPR 15023 PUMPHOUSE 19#415728-5 301329 211576 53206255 UTILITIES-ELECTRIC WATER WELLBOOSTER SN MNT/RPR 150.35 PUMPHOUSE 14#2008852 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELLBOOSTER STN MNT/RPR 151.59 LS 94771 DOMINICA WY#525977- 301329 211576 5380.6255 UTILITIES-ELECTRIC SEWER LIFT SN REPAIR&MNTC 161.00 PUMPHOUSE 20#484299 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER SN MNT/RPR 189.80 LIFT SN 4 PH LKSHR#1030667 301329 211576 5380.6255 UTILITIES-ELECTRIC SEWER LIFT SN REPAIR&MNTC 312.05 LFT SN3133 CHAPARRAL 546943 301329 211576 5380.6255 UTILITIES-ELECTRIC SEWER LIFT SN REPAIR&MNTC 359.71 AV BOOSTER-NORDIC#138075-7 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER SN MNT/RPR 414.75 PUMPHOUSE#4#121151-5 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER SN MNT/RPR 1,13368 LIFT SN I ELLICE#131715-5 301329 211576 53806255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/21/2016 1638.01 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summary, 11/30/2016 -- 12/23/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 271998 /2/212016 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 1,624.09 PUMPHOUSE MI 91743954 301329 211576 53206255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 1,635.37 PUMPHOUSE#10#155867-5 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 2,361.01 PUMPHOUSE 09#1526292 301329 211576 53206255 UTILITIES-ELECTRIC WATER WELLIBOOSTER STN MNT/RPR 2,40104 PUMPHOUSE#7#126394$ 301329 211576 5320.6255 UTILITIES-ELECTRIC WATER WELLBOOSTER STN MNT/RPR 9,376.36 WTR TREATMENT PLANT 9511870-8 301329 211576 5325.6255 UTILITIES-ELECTRIC WATER TREATMENT FCLTY MNTC/RPR 14.28 LS STM SWR HGHWD#1586924 301329 211576 5505.6255 UTILITIES-ELECTRIC STORM DRAM MNTC/RPR/SUMPS 19.01 LS STM SWR-BELMONT PK#2011021 301329 211576 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 26.67 LS STM SWR BRIAR OAKS#1827781 301329 211576 5505 6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 30.22 LS-WHEATON PONDS#443438-7 301329 211576 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 13303 LS STM SWR PENNOCK SHR#135489 301329 211576 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 405.71 LS STM SWR-HANNOVER#19860009 301329 211576 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 413.18 LS STM SWRALIMAGNET#1441344 301329 211576 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 619.64 LS STN COBB LK#306511-7 301329 211576 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 673.16 LS 2 7698 128TH ST W#490873-7 301329 211576 5505 6255 UTILITIES-ELECTRIC STORM DRAM MNTC/RPR/SUMPS 2,154.82 LS STM SWR FARQUAR#137184-8 301329 211576 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 41.45 CEMETERY LTS FLAGPOLE#318998.2 301329 211576 5605.6255 UTILITIES-ELECTRIC CEMETERY 42,91 CEMETERY LTS#339637-1 301329 211576 5605.6255 UTILITIES-ELECTRIC CEMETERY 29.64 SIGNAL-GALAXIE&153RD#3128204 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 40.85 SIGNAL-147TH/PENNOCK#103448-7 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 42.64 SIGNAL-GALAXIE&140TH#2053858 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 4297 SIGNAL-149THIPENNOCK4103448.7 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 43.82 SIGNAL-GARRETT&150TH#1802081 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 44.98 SIGNAL 153RD&CUB#20 13084 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 45.70 SIGNAL-GALAXIE&147TH#1022698 301329 211576 58056545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 46.77 SIGNAL-GALAXIE&38#2146678 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGI4T UTILITY FUND 46.77 SIGNAL-140TH/FLAGSTAFF#2750370 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 46.88 SIGNAL 42&PENNOCK#1033836 301329 211576 58056545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 46,99 SIGNAL-140TH/PENNOCK#303778-5 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 50.18 SIGNAL-CEDAR& 14571192047702 301329 211576 58056545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 5208 TUNNEL STREET LT 9279581-3 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 5845 SIGNAL CEDAR&140TH#1577386 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 59.16 SIGNAL-140TH/JOHNNY CK#2750412 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 59.40 SIGNAL GALAXIE&150TH#1821115 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 61.17 SIGNAL CEDAR&147TH#1033901 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 66.26 SIGNAL 42&GARDENVW#124646-1 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 72.62 GASLIGHT STREET LT#267358-() 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 7571 UTIL RADIO EQUIP#215383-1 301329 211576 58056255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND 174.91 147TH ST W LTS#498760.8 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 280.88 CEDAR/147TH LTS#501520-1 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Register by GL Page- 1l Council Check Register by Invoice&Summary 11/30/2016 -- 12/23/2016 Check 9 Data Amount Supplier/Explanation PO 9 Doc No Inv No Account No Subledger Account Description Business Unit 271998 /22120/6 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 305.08 CO RD 42/CEDAR LTS 9501516.9 301329 211576 58056545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 458.99 CEDAR&153RD LT 9487980.5 301329 211576 58056545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 465,60 CEDAR/140TH LTS 9501536-7 301329 211576 5805 6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 477.88 CEDAR/145TH LTS 9501526-8 301329 211576 58056545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 553.84 CEDAR&157RD IT#4879854 301329 211576 5805A545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 30,510.63 UTILITY STREET LTS 91109149 301329 211576 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 3479 ELECTRIC USE CENTRAL VILLAGE 301249 5615646DEC16 2092.6255 UTILITIES-ELECTRIC 14200 CEDAR AVE-OLD CITY HALL 3,398.49 REPAIR R.R.POLE HIT BY A CAR 301372 71347915 7205.6399 OTHER CHARGES INSURANCE CLAIMS 97,656.87 271999 1221/2016 150423 DEERWOODBANK 441.74 UB REFUND 14295 CEDAR AVE 301357 20161214A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 441.74 272000 12212016 100137 DELEGARDTOOLCO 348.39 SHOPTOOLS 301530 143303 1530.6211 SMALL TOOLS&EQUIPMENT FLEET&BUILDINGS-CMF 190.95 SHOPTOOLS 301540 143310 1530.6211 SMALL TOOLS&EQUIPMENT FLEE T&BUILDINGS-CMF 539.34 272001 12/21/2016 100777 DEXMEDIAEASTLLC 245D WEST METRO AD-DEC 301346 IIOIISIIODEC16 5105.6239 PRINTING GOLF MANAGEMENT 24.50 272002 12/21/2016 100434 DOUGHERTY MOLENDA SOLFEST HILLS&BAUER 433.50 FORE VEH-'06 SATURN ION 301382 C12365 2062.6399 OTHER CHARGES POLICE CRIME 704.19 FORE VEH=07 VOLKSWAGEN JETTA 301382 C12365 2062.6399 OTHER CHARGES POLICE CRIME 98954 FORE VEH-'99 CHEV SILVERADO 301382 C12365 20626399 OTHER CHARGES POLICE CRIME 2,127.23 272003 12212016 120698 DURAND MANUFACTURING 135.00 PK CUTTING EDGE ON SNOW PLOW 301352 24865 17356215 EQUIPMENT-PARTS PARK PLAY EQUIPMENT MAINTENANC 135.00 272004 /2212016 145240 ECOLAB PEST ELIM DIV 67.28 ST MARY'S MONTHLY PESTCONTROL 301284 8875645 2092.6249 OTHER CONTRACTUAL SERVICES 14200 CEDAR AVE-OLD CITY HALL 67.28 272005 12/21/2016 150422 EDUCATION&TRAINING SERVICES 499.00 LEADERSHIP TRAINING.DINGMAN 301250 20/61213 5315.6275 SCHOOLS/CONFERENCES/EXP LOCAL WATER TRAINING/SCHOOL/MEETINGS 499.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1221/2016 16:38:01 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 11/30/2016 — 12/2320/6 CheckN Date Amount Supplier/Explanation PON Doc No Inv No Account No Subledger Account Description Business Unit 272005 1221/20/6 150422 EDUCATION&TRAINING SERVICES Continued... 272006 12/21/2016 150400 ELSTAD-HAVELES,ANDREW AND KITE 37840 WATER QUALITY COST SHARE GRANT 301314 20161205 5505.6249 OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 378,40 272007 12212016 102026 ENDRES,MICHAELJ 9395 BOOTS-M ENDRES 301273 20161128 17106281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 9195 272008 12/212016 143883 ENVIROTECH SERVICES INC 2,138.40 SALT BRINE ADDITIVE 301432 CD2017028I0 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 2,138.40 272009 12/21/2016 100157 FACTORY MOTOR PARTS CO 16.00 DRUM CORE CHARGE 301528 15140859 1530.6212 MOTOR FUELS/OILS FLEET&BUILDINGS-CMF 11900 WINDSHIELD WASHER FLUID 301528 /5140859 1530.6212 MOTOR FUELS/OILS FLEET&BUILDINGS-CMF 6.01 915 WIPER BLADE 301411 75242671 12106215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 84.00- CORE(CREDIT) 301385 75243043 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 9024 105 BRK PARTS 301410 75243448 1510.6215 EQUIPMENT-PARTS PW ENGINEERING&TECHNICAL 24,04 WIPER BLADES FOR SOD CARS 301526 75243494 1210,6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 86.17 918 BRAKE PARTS 301529 75243797 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 35.88 ENGINE DEGREASER 301527 75243934 15306215 EQUIPMENT-PARTS FLEET&BUILDINGS-CMF 293.34 272010 1221/20/6 120313 FASTENALCOMPANY 53.59 WASHERS AND PINS FOR TRUCKS 301282 MNLAK137531 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 140.70 MISC BOLTS FOR SHOP 301542 MNLAKI3k281 16306229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCE 194.29 272011 1221/2016 100168 FERRELLGAS 128.78 FORKLIFT PROPANE 301263 1094227656 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 128.78 272012 12/21/2016 100420 FISCHER MINING,LLC 05- UTIL DISCOUNT 301252 110550 5375.6333 GENERAL-CASH DISCOUNTS SEWER MAINTENANCE AND REPAIR 15.12 SEWER CLEAN OUT RPR GRAVEL 301252 110550 53756229 GENERAL SUPPLIES SEWER MAINTENANCE AND REPAIR 15.07 272013 12/21/2016 149504 FITZGERALD EXCAVATING&TRUCKING INC 2,335.20 POND EVR-PS FILT PMT45 FINAL 301304 20161003A 5552.6810 2013125D CONSTRUCTION IN PROGRESS STORM IMPROV 4SSESSED R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Conncil Check Register by GL Page- 13 Council Check Register by Invoice&Summary 11/30/2016 -- 1223/2016 Check 8 Date Amount Supplier/Explanation PO 8 One No Inv No Account No Subledeer Account Description Business Unit 272013 /221/2016 149504 FITZGERALD EXCAVATING&TRUCKING INC Conti.d... 2,335.20 272014 1221/20/6 100175 FLAHERTYS HAPPY TYME CO 19500 NOTAXkI 00000242 301653 32415 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR NI STOCK PURCHASES 252.00 NOTAXk3 00000242 301654 32417 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR 83 STOCK PURCHASES 447.00 272015 12212016 100769 FRONTIER COMMUNICATIONS OF MN 1,318.11 MUNICIPAL CTR PHONES 301328 952953250005291 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 27DEC16 318.11 272016 122//2016 100282 G&KSERVICES 34.56 STAFF UNIFORMS 301548 1013237463 5120.6240 CLEANING SERVICE/GARBAGE REMOV GOLF KITCHEN 41.12 CMF RUG SERVICE 301265 1182231810 1540.6240 CLEANING SERVICE/GARBAGE REMOV CMF BUILDINGS&GROUNDS MNTC .46- IA2 SALES TAX ADJUST 301388 1182242963 5265 6240 CLEANING SERVICE/GARBAGE REMOV ARENA BLDG MAINTENANCE-HAYES 46 IA2 SALES TAX ADJUST 301388 1182242963 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 6.86 RUGS FOR ENTRY HAYES 301388 1182242963 5265.6240 CLEANING SERVICE/GARBAGE REMOV ARENA 2 BLDG MAINTENANCE-HAYES 66- JAI SALES TAX ADJUST 301387 1182242964 5210.6240 CLEANING SERVICE/GARBAGE REMOV ARENA I BUILDING MAINTENANCE .86 IAI SALES TAX ADJUST 301387 1182242964 52002330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 12.86 RUGS FOR ENTRY 301387 1182242964 5210.6240 CLEANING SERVICE/GARBAGE REMOV ARENA 1 BUILDING MAINTENANCE 95.40 272017 12/212016 150163 GALLS 677.40 BREACHING RAM-PATROL 301405 6547192 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 510.00 PATROL-SGT SQUAD EQ BAG 301441 6550584 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 1,187.40 272018 12212016 150425 GARVEN,MARGARET 30,56 UB REFUND 4753137TH CIR W 301323 201612140 5301.4997 WATER/SEWERACCT REFUNDS WATER&SEWER FUND REVENUE 30.56 272019 12/212016 150426 GBEYETIN,GBEDOLA 442.49 UB REFUND 14707 DOMINICA CT 301358 20161214D 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 442.49 272020 12/212016 138982 GREENLIFE SUPPLY LLC 2,006.00 FERTILZER FOR SMALL PARKS 301392 615009 1720.6213 FERTILIZER PARK GROUNDS MAINTENANCE 2,00600 R55CKR2 LOGISHN CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Register by GL Page- 14 Council Check Register by Invoice&Sonora, 11/30/2016 -- 12/23/2016 Check X Date Amount Supplier/Explanation PDX Doc No InvNo Account No Subledger Account Description Business Unit 272021 12/21/2016 147493 HARRIS SERVICE Continued... 3,680.75 MAINTENANCE AGREEMENT 301344 505005274 51106249 OTHER CONTRACTUAL SERVICES GOLF CLUBHOUSE BUILDING 3,680.75 272022 12/2120/6 101169 HAWKINS INC 413.00 CHEMICALS 301315 3988186RI 5325.6214 CHEMICALS WATER TREATMENT FCLTY MNTC/RPR 413.00 272023 1221/2016 138032 HIBUINC 102.00 SOUTH METRO AD 301345 754191DEC16 51056239 PRINTING GOLF MANAGEMENT 102.00 272024 12/21/2016 113142 HILLYARD/MINNEAPOLIS ISSDS AVSA SCRUBBER PARTS 301343 ]00262442 52!5.6215 EQUIPMENT-PARTS ARENA I EQUIPMENT MAINTENANCE 155.05 272025 12/21/2016 128972 HOISING]'ONKOEGLERGROUPINC 6,853.59 PROF.SERVICES NOV 2016 301368 160395 4940.6235 20161600 CONSULTANT SERVICES 2007 GENERAL PARK IMPROVEMENTS 6,853.59 272026 12/21/2016 102285 HOLLAND SUPPLY INC 267.53 PARTS FOR CREMATE LOWERING DEV 301386 96953 56056229 GENERAL SUPPLIES CEMETERY 267.53 272027 12/21/2016 102847 HOWLAND,BEVERLY 10.00 HI VIZ APPAREL LOGO 301254 161012 1400.6281 UNIFORM/CLOTHING ALLOWANCE INSPECTIONS MANAGEMENT 10.00 HI VIZ APPAREL LOGO 301254 161012 17106281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 2000. HI VIZ APPAREL LOGO 301254 161012 16006281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 1000 HI VIZ APPAREL LOGO 301254 161012 52056281 UNIFORM/CLOTHING ALLOWANCE ARENA IMANAGEMENT 55.00 BASEBALLJACKET-JPETERSON 301254 161012 5205.6281 UNIFORM/CLOTHING ALLOWANCE ARENA I MANAGEMENT 1000 HI VIZ APPAREL LOGO 301254 161012 5305.6281 UNIFORM/CLOTHING ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 10.00 HI VIZ APPAREL LOGO 301254 161012 53656281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/REPORTS/DATA ENTRY 125.00 272028 12/212016 112349 HOWRY RESIDENTIAL SERVICES,INC 150.00 AVCC DEPOSIT REFUND-12-8-16 301347 20161212 1001.5115 RENTS-APPLE VALLEY COMM CENTER GENERAL FUND REVENUE 150.00 272029 12/212016 101105 HPINC 92246 WORKSTATION-PLANNING COUNTER 301378 57896788 11006211 SMALL TOOLS&EQUIPMENT DEV MANAGEMENT 8,013,78 WORKSTATIONS(6) 301379 57910609 1030.6725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION T" 'NOLOOY R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/212016 16:38:01 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 11/30/2016 -- 12/23/2016 Check# Date Amount Supplier/Explanation PO# Doc No lov No Account No Subledger Account Description Business Unit 272029 12212016 101105 HPINC Con6nued... 8,936.24 272030 1221/2016 122778 HURLEY,MARKS 65.01 BOOTS-M HURLEY 301280 20161129 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 65.01 272031 122/2016 144088 INDEED BREW ING CO 193.00 BEER#3 00051420 301665 46242 5085.6530 BEER LIQUOR 43 STOCK PURCHASES 193.00 272032 122//2016 116698 INSIGHT PUBLIC SECTOR 267.76- NETWORK SUPPLIES 300381 1100505340 1030.6725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 46.56 301056 1100508281 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 41644 COMPUTER MONITORS FINANCE 301436 1100510198 1035.6399 OTHER CHARGES FINANCE 195.24 272033 /2212016 101796 INTERSTATE BATTERY SYSTEM OF MINNEAPOLIS 3000- BATTERY CORE(CREDIT) 301340 220041429 15306216 VEHICLES-TIRES/BATTERIES FLEET&BUILDINGS-CMF 211.15 BATTERY 301340 220041429 1210.6216 VEHICLES-TIRES/BATTERIES POLICE FIELD OPERATIONS/PATROL 252.90 BATTERIES 301340 220041429 51556216 VEHICLES-TIRES/BATTERIES GOLF EQUIPMENT MAINTENANCE 434.05 272034 1221/2016 100255 JOHNSON BROTHERS LIQUOR 10.52 LIQ#I 00000109 301490 5567310 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 5.26 LIQ#I 00000109 301491 5572780 5015.6510 LIQUOR LIQUOR#I STOCK PURCHASES 1,893.48 LIQ91 00000109 301492 5598979 5015.6510 LIQUOR LIQUOR#I STOCK PURCHASES 648.45 WINE#1 00000109 301449 5598980 50156520 WINE LIQUOR#1 STOCK PURCHASES 4,487.70 LIQ#1 00000109 301493 5598982 5015.6510 LIQUOR LIQUOR 91 STOCK PURCHASES 3,615.72 WINE#1 00000109 301450 5598983 50156520 WINE LIQUOR#I STOCK PURCHASES 65.97 BEER41 00000109 301488 5598984 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 8,014.50 LIQ#I 00000109 301494 5598985 5015.6510 LIQUOR LIQUOR#I STOCK PURCHASES 83.98 WINE#2 00000109 301462 5598988 50556520 WINE LIQUOR#2 STOCK PURCHASES 197.76 LIQ92 00000109 301505 5598989 5055.6510 LIQUOR LIQUOR 42 STOCK PURCHASES 340.86 LIQ#3 00000109 301604 5598990 5085.6510 LIQUOR LIQUOR 43 STOCK PURCHASES 21103 WINE#3 00000109 301473 5598991 5085.6520 WINE LIQUOR 93 STOCK PURCHASES 1,925.75 LIQ#I 00000109 301495 5598992 5015.6510 LIQUOR LIQUOR 91 STOCK PURCHASES 8,319.25 WINE#1 00000109 301451 5598993 5015.6520 WINE LIQUOR 41 STOCK PURCHASES 3,038.02 LIQ#2 00000109 301506 5598994 5055.6510 LIQUOR LIQUOR 92 STOCK PURCHASES 629.82 LIQ#2 00000109 301507 5598995 50556510 LIQUOR LIQUOR 02 STOCK PURCHASES 699.19 LIQ92 00000109 301508 5598996 5055.6510 LIQUOR LIQUOR 42 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/21/2016 1638:01 Council Check Register by GL Page- 16 Council Check Register by Invoice&Summary 11/30/2016 -- 12/23/2016 Check# Data Amount Supplier/Explanation PO# Doc No Inv No Account No Subled8er Account Description Business Unit 272034 /2/212016 100255 JOHNSON BROTHERS LIQUOR Continued... 41431 WINE92 00000109 301463 5598997 50556520 WINE LIQUOR#2 STOCK PURCHASES 21.99 BEER#2 00000109 301504 5598998 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 3,257.00 LIQ#2 00000109 301509 5598999 50556510 LIQUOR LIQUOR#2 STOCK PURCHASES 4,106.25 WINE#2 00000109 301464 5599000 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,143.81 LIQ#3 00000109 301605 5599001 50856510 LIQUOR LIQUOR 93 STOCK PURCHASES 130.60 WINE#3 00000109 301474 5599002 5085.6520 WINE LIQUOR 43 STOCK PURCHASES Q244.88 LIQ#3 00000109 301606 5599003 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 175.00 LIQ43 00000109 301607 5599004 5085.6510 LIQUOR. LIQUOR#3 STOCK PURCHASES 387.54 LIQ#3 00000109 301608 5599005 5085.6510 LIQUOR LIQUOR 43 STOCK PURCHASES 5,588.60 WINE43 00000109 301475 5599006 50856520 WINE LIQUOR#3 STOCK PURCHASES 3,478.00 LIQ#3 00000109 301609 5599007 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 3,536.45 WINE03 00000109 301476 5599008 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 128.00 WINE43 00000109 301477 5599855 50856520 WINE LIQUOR 93 STOCK PURCHASES 22.92 LIQ#3 00000109 301610 5599856 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 133.34 WINE#3 00000109 301478 5599857 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 12000 WINE#1 00000109 301453 5601314 50156520 WINE LIQUOR#1 STOCK PURCHASES 303.40 WINE#1 00000109 301454 5604806 5015.6520 WINE. LIQUOR#1 STOCK PURCHASES 3,030A0 LIQ#1 00000109 301496 5604807 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 813.20 WINE#1 00000109 301455 5604808 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 251.94 WINE#I 00000109 301456 5604810 5015.6520 WINE LIQUOR#I STOCK PURCHASES 5,261.80 WINE#I 00000109 301457 5604813 50156520 WINE LIQUOR#1 STOCK PURCHASES 65,97 BEER#I 00000109 301489 5604814 5015 6530 BEER LIQUOR#1 STOCK PURCHASES 1,33200 LIQ92 00000109 301510 5604815 50556510 LIQUOR LIQUOR#2 STOCK PURCHASES 1022.50 WINE#2 00000109 301465 5604816 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 330A0 LIQ#2 00000109 301511 5604817 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 3,302.18 WINE42 00000109 301466 5604818 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 4,327.50 LIQ93 00000109 301611 5604819 50856510 LIQUOR LIQUOR#3 STOCK PURCHASES 12160 WINE#3 00000109 301479 5604820 50856520 WINE LIQUOR#3 STOCK PURCHASES 264.85 WINE#3 00000109 301480 5604821 50856520 WINE LIQUOR#3 STOCK PURCHASES 1,169.61 WINE#3 00000109 301482 5604822 50856520 WINE LIQUOR#3 STOCK PURCHASES 2,114.34 LIQ#3 00000109 301612 5604823 5085 6510 LIQUOR LIQUOR#3 STOCK PURCHASES 24.32 LIQ#2 00000109 301512 5605235 50556510 LIQUOR LIQUOR 92 STOCK PURCHASES 8398 WINE42 00000109 301467 5610571 5055.6520 WINE LIQUOR 92 STOCK PURCHASES 3,731.46 LIQ#I 00000109 301497 5610572 5015.6510 LIQUOR LIQUORO STOCK PURCHASES 100.00 LIQ#1 00000109 301498 5610573 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,574.50 WINE#1 00000109 301458 5610574 5015.6520 WINE LIQUOR#I STOCK PURCHASES 2,406.98 CMLIQ#1 00000109 301499 5610575 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES L114,60 WINE#1 00000109 301459 5610576 5015.6520 WINE LIQUOR#I STOCK PURCHASES 1,040.00 WINE91 00000109 301460 5610581 5015.6520 WINE LIQUOR 41 STOCK PURCHASES R55CKU LOGIS101 CITY OF APPLE VALLEY 12/21/201616:38:01 Council Check Rebrister by GL Page- 17 Council Check Register by Invoice&Summary 11/30/2016 -- 1223/2016 Check# Data Amount Supplier/Explanation Flo# Doc No Inc No Account No Subledger Account Description Business Unit 272034 12/21/2016 100255 JOHNSON BROTHERS LIQUOR Continued... 1,040.00 CMWINE#3 00000109 301483 5610582 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2,981.34 LIQ#I 00000109 301500 5610583 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 265.72 WINE91 00000109 301461 5610584 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 778.75 LIQ92 00000109 301513 5610585 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 484.75 WINE#2 00000109 301468 5610586 50556520 WINE LIQUOR#2 STOCK PURCHASES 1,37924 LIQ92 00000109 301514 5610587 5055.6510 LIQUOR LIQUOR 92 STOCK PURCHASES 200.00 LIQ#2 00000109 301515 5610588 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 482.50 WINE92 00000109 301469 5610589 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,082.34 LIQ92 00000109 301516 5610590 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 80.00 WINE#2 00000109 301470 5610591 50556520 WINE LIQUOR#2 STOCK PURCHASES 602.00 LIQ#3 00000109 301613 5610592 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 914.74 LIQ#3 00000109 301614 5610593 5085.6510 LIQUOR LIQUOR 43 STOCK PURCHASES 766.07 WINE#3 00000109 301484 5610594 5085.6520 WINE LIQUOR 93 STOCK PURCHASES 12100 LIQ93 00000109 301615 5610595 5085.6510 LIQUOR LIQUOR 03 STOCK PURCHASES 631.50 WINE#3 00000109 301485 5610596 5085.6520 WINE LIQUOR 43 STOCK PURCHASES 307.64 LIQ#3 00000109 301616 5610597 5085.6510 LIQUOR LIQUOR 93 STOCK PURCHASES 5866.11 WINE#3 00000109 301486 5610598 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 142.00- WINE#1 00000109 301452 602841 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 11.46- CMLIQ#I 00000109 301501 603163 50/56510 LIQUOR LIQUOR#1 STOCK PURCHASES 25.34 CMWINE#I 00000109 301502 603163 50156520 WINE LIQUOR#I STOCK PURCHASES 1125- CMWINE92 00000109 301471 603164 5055.6520 WINE LIQUOR 92 STOCK PURCHASES 30.24- CMLIQ92 00000109 301517 603165 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 16.08- CMWINE#2 00000109 301472 603166 5055.6520 WINE LIQUOR 92 STOCK PURCHASES 5.50. CMWINE#3 00000109 301487 603287 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 74.50- CMWINE#3 00000109 301481 603815 50856520 WINE LIQUOR#3 STOCK PURCHASES 276.00- CMLIQ#I 00000109 301503 60414 5015.6510 LIQUOR LIQUOR 91 STOCK PURCHASES 112,254.01 272035 12/2/2016 150427 JOHNSON,ADAM 50.50 UB REFUND 14728 LOWER ENDICOTT 301324 20161214E 53014997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 50.50 272036 12212016 144552 KENDELL DOORS&HARDWARE INC 174.00 HAYES LOCKER ROOM DOOR REPAIR 301313 57038561 5265.6266 REPAIRS-BUILDING ARENA 2 BLDG MAINTENANCE-HAVES 174.00 272037 1221/2016 103337 KLM ENGINEERING INC 9,280.00 QUARRY POINT MIXER 301383 6250 5330.6215 EQUIPMENT-PARTS WTR MAIN/HYDRANT/CURB STOP MINT 9,28000 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/21/2016 163801 Council Check Regison by GL Page- 18 Council Check Register by Invoice&Summary, 11/302016 -- 12/23/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272038 12/21/2016 144985 KONICA MINOLTA BUSINESS SOLUTIONS Continued... 47,36 KIP 700 MONTHLY MAINTENANCE 301251 242895200 1400.6310 RENTAL EXPENSE INSPECTIONS MANAGEMENT 47.36 272039 12/21/2016 129571 KRIS ENGINEERING INC 161.88 CURB GUARDS/PLOW BOLTS 301267 27642 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS MISS 272040 121212016 100271 KROYER,DANIELC 19999 BOOT-D KROYER 301274 20161206 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 199.99 272041 122//2016 148879 LAROCHE'SINC 265.00 HUNTINGTON SEPTIC 301547 20126 1730.6249 OTHER CONTRACTUAL SERVICES PARK BUILDING MAINTENANCE 265.00 272042 12/21/2016 100281 LEAGUE OF MN CITIES 45.00 LMC REG.MEETING-LAWELL 301297 247674 1010.6275 SCHOOLS/CONFERENCES/EXP LOCAL ADMINISTRATION 9000 LMC REG.MEETING-MAYOR GOODWIN 301297 247674 1005.6275 SCHOOLS/CONFERENCES/EXP LOCAL MAYOR/CITY COUNCIL 135.00 272043 12/21/2016 143612 LINE 1 PARTNERS INC 781.25 INSPECTIONS OFFICE REMODEL 301335 18845 1400 6725 CAPITAL OUTLAY-OFFICE EQUIP INSPECTIONS MANAGEMENT 781.25 272044 12/21/2016 101616 LMC INSURANCE TRUST 218.45 WC DED NEUMAN DEC 301336 20161201 7205.6315 WORKERS COMP-DEDUCTIBLE INSURANCE CLAIMS 325.41 WC DED F WILLIAMS DEC 301336 20161201 72056315 WORKERS COMP-DEDUCTIBLE INSURANCE CLAIMS 571.32 WC DED MCWILLIAMS DEC 301336 20161201 7205.6315 WORKERS COMP-DEDUCTIBLE INSURANCE CLAIMS 673.16 WC DED GETTING DEC 301336 2016/20/ 7205.6315 WORKERS COMP-DEDUCTIBLE INSURANCE CLAIMS 2,942.75 WC DED WIEBUSCH DEC 301336 20161201 7205.6315 WORKERS COMP-DEDUCTIBLE INSURANCE CLAIMS 368.30 WC DED ABBOTT DEC 301246 20161201A 7205.6315 WORKERS COMP-DEDUCTIBLE INSURANCECLAIMS 27,017.00 REVERSE W-COMP AUDITADJUSTMEN 301381 20161214 7205.6142 WORKERS COMPENSATION INSURANCE CLAIMS 32,116.39 272045 12212016 116371 LOFFLER COMPANIES INC(CONT INV) 178.00 PRINTER MAINE 301397 2390155 15006265 REPAIRS-EQUIPMENT PW MANAGEMENT 156.32 COPIER MAINT 301399 2397737 1500.6265 REPAIRS-EQUIPMENT PW MANAGEMENT 14.82 COPIERMAINT 301400 2397949 1900.6265 REPAIRS-EQUIPMENT AV COMMUNITY CENTER 349.14 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12212016 1638.01 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summary 11/30/2016 -- 12/23/2016 Check 9 Date Amount Supplier/Explanation PO* Doc No Inv No Account No Subledger Account Description Business Unit 272046 1221/2016 145429 LUBE-TECH&PARTNERS,LLC Continued... 40.00- DRUM(CREDIT) 301429 865035 15306212 MOTORFUELSAHLS FLEET&BUILDINGS-CMF 40.00 DRUM DEPOSIT 301429 865035 1530.6212 MOTOR FUELS/OILS FLEET&BUILDINGS-CMF 596.92 SYNTHETIC ATF 301429 865035 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 596.92 SYNTHETIC AFF 301429 865035 16306212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 596.93 SYNTHETICATF 301429 865035 12106212 MOTOR FUELS/OILS POLICE FIELD OPERATIONS/PATROL 596,93 SYNTHETIC AFF 301429 865035 5345.6212 MOTOR FUELS/OILS WATER EQUIPNEHICLE/MISC MNTC 40.00- 2-DRUM(CREDIT) 301428 865749 15306212 MOTOR FUELS/OILS FLEET&BUILDMGS-CMF 60.00 3-DRUM DEPOSIT 301428 865749 1530.6212 MOTOR FUELS/OILS FLEET&BUILDINGS-CMF 303.80 ANTI-FREEZE 301428 865749 1210.6212 MOTOR FUELS/OILS POLICE FIELD OPERATIONS/PATROL 506.35 ANTI-FREEZE/15W40 OIL 301428 865749 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 708.88 ANTI-FREEZE/15W40 OIL 301428 865749 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 506.35 ANTI-FREEZE/15W4001L 301428 865749 5390.6212 MOTOR FUELS/OILS SWR EQUIP/VEHICLE MISC MNTC/RP 4,433 08 272047 1221/2016 119353 MADISON NATIONAL LIFE INS CO INC 232.70 STD FEES 301687 20161201 1020.6235 CONSULTANT SERVICES HUMAN RESOURCES 1.30- OVERPYMNTTGEORGE/WAIVFR NOV, 301687 20161201 90002113 ACCRUED LTD PAYROLL CLEARING DAL SHEET 3,06893 LTD INSURANCE 301687 20161201 9000.2113 ACCRUED LTD PAYROLL CLEARING BAL SHEET 3,30033 272048 1221/2016 150371 MAINSTREET DESIGNS INC 9,937.20 HOLIDAY DECOR FOR RING ROUTE 301337 24944 1625 6229 GENERAL SUPPLIES STREET RING ROUTE MAINT 861.20 HOLIDAY DECOR FOR CEMETERY 301337 24944 5605.6229 GENERAL SUPPLIES CEMETERY 10,798.40 272049 12212016 138342 MANSFIELD OIL COMPANY 14,45603 8502GAL.NOLEAD GAS(SPOT) 301318 945196 1000.1520 INVENTORY-UNLEADED FUEL GENERAL FUND BALANCE SHEET 14,456.03 272050 1221/2016 102685 MARSCHALLLINE INC 512.05 BUS TRANSPORTATION DAYTRIPPERS 301302 289679 1920.6249 OTHER CONTRACTUAL SERVICES SENIOR CENTER 51205 272051 1221/2016 101433 MARTIN-MCALLISTER 500.00 NEW HIRE PSYCHOLOGICAL ASSESM. 301306 10748 1300.6235 CONSULTANT SERVICES FIRE MANAGEMENT 500.00 272052 12212016 100299 MASTER ELECTRIC CO 434.30 WELL 3 REPLACE LIGHT 301374 SD16608 53206266 REPAIRS-BUILDING WATER WELL/BOOSTER STN MNT/RPR 434.30 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12121/2016 16:38:01 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 1//302016 -- 1223/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272052 12/21/2016 100299 MASTER ELECTRIC CO Confined... 272053 12212016 100309 MENARDS 26.90 PARTS FOR WASH BAY DRAIN 301256 8913 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 14.56 COUPLING FOR BRINE TANK 301255 8952 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 18.66 LIFT REPAIR 301361 9106 5506.6229 GENERAL SUPPLIES STORM LIFT STN MNTC/RPR 161.80 MAIL BOX REPAIR TOOLS 301257 9162 1665.6211 SMALL TOOLS&EQUIPMENT STREET SNOW&ICE MATERIALS 5033 WATER FOR BATTERIES-OLY 301285 9245 5215.6229 GENERAL SUPPLIES ARENA I EQUIPMENT MAINTENANCE 149.63 PORTABLE HEATERS FOR PD 301363 9248 12506229 GENERAL SUPPLIES POLICE FACILITY 9.96 SAND PAPER BELT 301348 9310 1730 6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 114.19 SUPPLIES FOR TRUCK RACKS 301281 9371 1630.6229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCE 32.82 AIR FITTINGS FOR GARAGE, 301438 9380 5345.62 11 SMALL TOOLS&EQUIPMENT WATER EQUIPNEHICLF/MISC MNTC 56.05 GUTTER BROOM 301546 9618 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 55.96 DELANEY GATE BOARDS 301545 9630 1725.6229 GENERAL SUPPLIES PARK ICE RINK MAINTENANCE 19.95 FLAGPOLE ANTI-FREEZE 301531 9681 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 710.81 272054 122//2016 100311 METRO COUNCIL ENVIRONMENTAL SVCS 241,782.82 WASTEWATER SVC-JAN 301311 1061841 5300.1560 PREPAID EXPENSES WATER&SEWER FUND BAL SHEET 2,666.27 LEGION SAC DEFER PROG'16 PMT 301293 1061953 53014922 SAC COLLECTIONS WATER&SEWER FUND REVENUE 1,850.00 WATER QUALITY C.A.M.P.PROGRAM 301433 1062011 55056249 OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 246,299.09 272055 12/2/2016 147490 MINNESOTA PUMP WORKS 432.50 LIFT 4 WEAR RING ADJUST 301444 10149 53806265 REPAIRS-EQUIPMENT SEWER LIFT STN REPAIR&MNTC 432.50 272056 12/21/2016 150428 MISKE,LAURA 95.95 UB REFUND 456 WALNUT LN 301325 20161214F 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 9595 272057 12212016 114686 MN POLLUTION CONTROLAGENCV 45.00 K ZIMMERMAN SB SEWER LICENSE. 301362 20161206 5315.6280 DUES&SUBSCRIPTIONS WATER TRAINING/SCHOOL/MEETINGS 45.00 D WILLMAN SC CERT EXAM FEE 301380 20161206A 53656280 DUES&SUBSCRIPTIONS SEWER MGMT/REPORTS/DATA ENTRY 90.00 272058 12212016 142014 MUSIC TOGETHER IN THE VALLEY INC 1,211.20 MUSIC TOGETHER FALL 2016 30137/ 20161214 18456249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROG GENERAL 1,211.20 272059 12/21/20^ 150405 NATIONAL NOTARYASSOCIATION R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/212016 16:38:01 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 11/30/2016 -- 12/23/2016 Check# Data Amount Supplier/Explanation PO# Doc No but No Account No Subledger Account Description Business Unit 272059 12/2120/6 150405 NATIONAL NOTARY ASSOCIATION Continued... 5800 PSTEWART NOTARY STAMP 301260 2016-12-06E 1400.6210 OFFICE SUPPLIES INSPECTIONS MANAGEMENT 58.00 272060 12/212016 100704 NOKOMIS SHOE SHOP 173.90 BOOTS-D STANKOWSKI 301278 660338 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 173.90 272061 12212016 116683 NORTHLAND SECURITIES 720.00 GABELLAASSIGNMENT 301331 4689 4502.6235 2016184G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 720.00 272062 12/21/2016 127905 OFFICE OF MN.IT SERVICES 22.60 VPN CONNECTION-NOV 301394 DVI6110509 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 22.60 272063 12/21/2016 110957 O'REILLYAIITOMOTIVE INC 146- POLDiSCOUNT 301421 3245256849 1210.6333 GENERAL-CASH DISCOUNTS POLICE FIELD OPERATIONS/PATROL 73.09 BRK PADS 922 301421 3245256849 121062/5 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 71.63 272064 12/21/2016 131227 PALOMINO PET HOSPITAL 408.00 IMPOUND FEES-NOV 301312 55827 12956249 OTHER CONTRACTUAL SERVICES COMMUN SERVICE OFFICERS(CSO) 408.00 272065 12/2/2016 120004 PALOMINO WOODS ASSOCIATION 150.00 RENTAL REFUND AVSC 301046 20161205 1001.5116 RENTS-HAYES SENIOR CENTER GENERAL FUND REVENUE Supplier 150385 BRUNO,LEE 150.00 272066 122//2016 100751 PHILLIPS W INE&SPIRITS INC 51.60. CMLIQ#3 00000106 301634 107111 5085.6510 LIQUOR LIQUOR 43 STOCK PURCHASES 35.86- CMWINE93 00000106 301648 109155 50856520 WINE LIQUOR 93 STOCK PURCHASES 83200 WINE#3 00000106 301646 2082351 5085.6520 WINE LIQUOR 93 STOCK PURCHASES 1,403.85 WINE#1 00000106 301635 2082352 5015.6520 WINE LIQUOR 91 STOCK PURCHASES 72.00 WINE#2 00000106 301639 2082353 5055.6520 WINE LIQUOR 92 STOCK PURCHASES 1,433.40 LIQ#1 00000106 301621 2082354 5015.6510 LIQUOR LIQUOR I STOCK PURCHASES 872.96 WINE41 00000106 301637 2082355 50156520 WINE LIQUOR I STOCK PURCHASES 162.00 TAX#1 00000106 301617 2082356 50156540 TAXABLE MISC FOR RESALE LIQUOR 01 STOCK PURCHASES 56.00 WINE#2 00000106 301640 2082357 50556520 WINE LIQUOR 02 STOCK PURCHASES 764.60 LIQ#2 00000106 301626 2082358 5055:6510 LIQUOR LIQUOR 92 STOCK PURCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Register by GL Page- 22 Council Check Register by Invoice&Stnnmary 11/30/2016 -- 12/23/2016 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272066 12/21/2016 100751 PHILLIPS WINE&SPIRITS INC Confined... 352.92 WINE#2 00000106 301641 2082359 50556520 WINE LIQUOR#2 STOCK PURCHASES 64.00 TAX#2 00000106 301623 2082360 5055.6540 TAXABLE MISC FOR.RESALE LIQUOR#2 STOCK PURCHASES 108136 WINE#3 00000106 301647 2082361 50856520 WINE LIQUOR#3 STOCK PURCHASES 1,44936 LIQ93 00000106 301631 2082362 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 12708 NOTAX#3 00000106 301629 2082363 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR 43 STOCK PURCHASES 19164 WINE92 00000106 301642 2086338 5055.6520 WINE LIQUOR 92 STOCK PURCHASES 12975 WINE#I 00000106 301638 2086339 50156520 WINE LIQUOR#1 STOCK PURCHASES 6400 TAX#1 00000106 301618 2086340 5015.6540 TAXABLE MISC FOR RESALE LIQUOR 41 STOCK PURCHASES 18960 WINE92 00000106 301643 2086341 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 72.00 TAX#2 00000106 301624 2086342 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 17221 WINE#3 00000/06 301649 2086343 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 571.95 WINE43 00000106 301650 2086344 50856520 WINE LIQUOR#3 STOCK PURCHASES 1,925.05 LIQ#1 00000106 301622 2090166 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES 26.00 TAX#I 00000106 301619 2090168 50156540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 68.50 NOTAX#I 00000106 301620 2090168 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUORO STOCK PURCHASES 8000 LIQ#2 00000106 301627 2090169 50556510 LIQUOR LIQUOR 42 STOCK PURCHASES 246.00 LIQ#3 00000106 301632 2090170 50856510 LIQUOR LIQUOR#3 STOCK PURCHASES 750.01 WINE#2 00000106 301644 2090171 50556520 WINE LIQUOR 92 STOCK PURCHASES 3,137.10 LIQ#2 00000106 301628 2090172 5055 6510 LIQUOR LIQUOR#2 STOCK PURCHASES 37392 WINE#2 00000106 301645 2090173 50556520 WINE LIQUOR#2 STOCK PURCHASES 8200 NOTAX#2 00000106 301625 2090174 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 504.46 WINE0 00000106 301651 2090175 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,593.45 LIQ93 00000106 301633 2090176 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 632.00 WINE#3 00000106 301652 2090177 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 26.00 NOTAX#3 00000106 301630 2090178 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 90.50- CMWINE#1 00000106 301636 251876 5015,6520 WINE LIQUOR#I STOCK PURCHASES 19,329.21 272067 12/21/2016 100382 PILGRIM PROMOTIONS 801 T-SHIRT INVENTORY 301353 15838 10606281 UNIFORM/CLOTHING ALLOWANCE MUNICIPAL BLDG&GROUNDS MNTC 8.01 T-SHIRT INVENTORY 301353 15838 19006281 UNIFORM/CLOTHING ALLOWANCE AV COMMUNITY CENTER 12.02 T-SHIRT INVENTORY 301353 15838 1510.6281 UNIFORM/CLOTHING ALLOWANCE PW ENGINEERING&TECHNICAL 12.02 T-SHIRT INVENTORY 301353 15838 15206281 UNIFORM/CLOTHING ALLOWANCE NATURAL RESOURCES 16.03 T-SHIRT INVENTORY 301353 15838 1400.6281 UNIFORM/CLOTHING ALLOWANCE INSPECTIONS MANAGEMENT 16.03 T-SHIRT INVENTORY 301353 15838 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 56.09 T-SHIRT INVENTORY 301353 15838 16006281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 60.10 T-SHIRT INVENTORY 301353 15838 17106281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 8.00 T-SHIRT INVENTORY 301353 15838 51056281 UNIFORM/CLOTHING ALLOWANCE GOLF MANAGEMENT 4.01 T-SHIRT INVENTORY 301353 15838 52056281 UNIFORM/CLOTHING ALLOWANCE ARENA IMANAP--ENT 24.04 T-SHIRT INVENTORY 301353 15839 5365.6281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/1 'S/DATA ENTRY R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Register by GL Page- 23 Council Check Register by Invoice&Summary 11/30/2016 -- 12/23/2016 Check# Date Amount Supplier/Explanation PO Doc No Inv No Account No Subledger Account Descnpticn Business Unit 272067 12/11/2016 100382 PILGRIM PROMOTIONS Continued... 24.04 T-SHIRT INVENTORY 301353 15838 5305.6281 UNIFORM/CLOTHING ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 186.00 T-SHIRT INVENTORY 301353 15838 5305.6281 UNIFORM/CLOTHING ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 434.40 272068 12/21/2016 - 100383 PITNEYBOWESINC 1,275.87 POSTAGE MACHINE LEASE-4TH QTR 301303 3100791897 1035.6310 RENTAL EXPENSE FINANCE 1,275.87 272069 12/21/2016 119682 PLAYPOWER LT FARMINGTON INC 92,612.00 PARK EQUIPMENT 301298 1400206575 2017.6399 2016166G OTHER CHARGES PARK DEDICATION 92,612.00 272070 12/2120/6 150359 POTTER,TIMOTHY 47.85 UB REFUND 257 ELM DR 301321 20161214G 53014997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 47.85 272071 122120/6 143336 PREMIER LOCATING INC 24000 GSOC LOCATES ELEC-11/16-11/30 301437 38881 58056249 OTHER CONTRACTUAL SERVICES STREET LIGHT UTILITY FUND 240.00 272072 1221/2016 100578 PROACTINC 1,189.58 JANITORIAL 10-31 TO I2-2-16 301391 48085 1810.6249 OTHER CONTRACTUAL SERVICES REC HANDICAPPED PROGRAMS 1,189.58 271073 12212016 149126 RED BULLDISTRIBUTION COMPANY 98.00 TAX#! 00052064 301664 K21203979 50156540 TAXABLE MISC FOR RESALE LIQUOR I STOCK PURCHASES 98.00 272074 1221/2016 149204 REMINGTON 1 AV,LLC 3,400.00 NRMP REMINGTON COVE APTS 301434 7882 4500.2420 2014136G NRMP FM GUAR-DEVELOPER DEP CONSTRUCTION PROJECTS B/S 3,400.00 272075 1221/2016 100600 RIGID HITCH INC 183.88 SANDERSTANDS 301401 1927821508 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 183.88 272076 12/21/2016 100165 RIVER COUNTRY COOPERATIVE 28.91 FORKLIFT PROPANE 301264 20161102 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 28.91 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Register by GL Page- 24 Council Check Register by Invoice&Summary 11/30/2016 -- 1223/2016 Check 8 Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Descnption Business Unit 272077 12/21/2016 150349 SENSOURCEConfiuued.., 429.09 DOOR COUNTER-SENIOR CENTER 301301 32108 1920.6229 GENERAL SUPPLIES SEN/OR CENTER 429.10 DOOR COUNTER-AVCC 301301 32108 1900.6229 GENERALSUPPLIES AV COMMUNITY CENTER 429.09 DOOR COUNTER-SPORTS ARENA 301301 32108 5205.6229 GENERAL SUPPLIES ARENA (MANAGEMENT 429.09 DOOR COUNTER-HAVES ARENA 301301 32108 5260.6211 SMALL TOOLS&EQUIPMENT ARENA MANAGEMENT-HAYES 1,716.37 272078 1221/2016 150411 SRARPE,ALEX 168.44 SHARPE MILEAGE REIMBURSEMENT 301286 2D161202 1100.6277 MILEAGE/AUTO ALLOWANCE DEV MANAGEMENT 168.44 272079 12/21/2016 150;90 SIDESHOW BLOODY MARY 144.00 BEER81 00052127 301663 1012 5085.6540 TAXABLE MISC FOR RESALE LIQUOR 83 STOCK PURCHASES 144.00 272080 122/2016 119875 SOUTH METRO RENTAL 54.40 CHAIN SAW BLADES 301270 77038 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 120.36 CHAIN SAW MIX OIL 301270 77038 16006212 MO"VOR FUELS/OILS STREET MANAGEMENT 174.76 272081 12212016 100447 SOUTH RIVER HEATING&COOLING INC 747.50 REPAIR TO RADIANT HEAT SYSTEM 301356 1617388 10606266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 262.50 ST MARYS WEEKLY BOILER CK.12/6 301283 1617389 2092.6249 OTHER CONTRACTUAL SERVICES 14200 CEDAR AVE-OLD CITY HALL 1,021.62 CMF CORAYVAC MAINTENANCE 301424 1617390 1540 6266 REPAIRS-BUILDING CMF BUILDINGS&GROUNDS MNTC 1,714.00 SOUTHFORK CORAYVAC HEATER 301423 1617391 1540.6266 REPAIRS-BUILDMG CMF BUILDINGS&GROUNDS MNTC 1,355.40 RPR FAILED PUMP P2 COUPLER 301425 1617393 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 766.90 WEE REPLACE HOT H2O REC PUMP 301445 1617394 5325/x265 REPAIRS-EQUIPMENT WATER TREATMENT FCLTY MNTC/RPR 5,86792 272082 12212016 149062 SPECIALIZED ENVIRONMENTAL TECH-MSW 218.91 DISPOSAL CHARGES 301276 20613 17206240 CLEANING SERVICF/GARBAGE REMOV PARK GROUNDS MAINTENANCE 218.91 272083 12/212016 140021 ST PAUL,CITY OF 292.72 ASPHALT WINTER MIX 4 TONS 301269 IN00019672 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 292.72 272084 122/2016 145118 STEEL TOE BREWING,LLC 83800 BEERHI 00051551 301662 13645 5015.6530 BEER LIQUOR 8I STOCK PURCHASES 838,00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Register by GL Page- 25 Council Check Register by Invoice&Summary 11/30/2016 -- 12/23/2016 Check# Date Amount Supplier/Explanation PON Due No Inv No Account No Subledger Account Descrip0on Business Unit 272095 12/21/2016 101291 STEVENS EXCAVATING INC,S.R. Continued... 5,200.00 DIGGING GRAVES(MAR TO NOV) 301430 P16012 5605.6249 OTHER CONTRACTUAL SERVICES CEMETERY 5,200.00 272086 12212016 147332 SUNLIFE 94.00 BASIC LIFE INSURANCE 301686 20161201 90002117 ACCRUED LIFE INSUR-BASIC PAYROLL CLEARING BAL SHEET 9,988.05 SUPP/DEP LIFE INSURANCE 301686 20161201 9000.2118 ACCRUED LIFE INSUR-SUPP/DEPEND PAYROLL CLEARING HAL SHEET 10,082.05 272087 1221/2016 147984 SWAGITPRODUCTIONS,LLC 69500 NOV MEETING WEBSTREAMING SERV 301334 8139 48016235 CONSULTANT SERVICES CABLE TV-SPECIAL REVENUE 695.00 272098 12/212016 100825 TARPS INC 1,990.82 SHADE COVER REPAIRS 301299 6576 1720.6269 REPAIRS-OTHER PARK GROUNDS MAINTENANCE 1,990.82 272089 1221/2016 101342 THOMSON REUTERS-WEST 14135 WEST CHARGES-NOV 301247 835193392 1215A249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 141.75 272090 12212016 100780 THYSSEN KRUPP ELEVATOR CORPORATION 1,691.66 'ELEVATOR MAINT12/I6THRU 2/17 301317 3002899273 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 1,691.66 272091 12/21/2016 100471 TOLL GAS&WELDING SUPPLY 87.38 FACESHIELDS 301524 10165933 1530.6211 SMALL TOOLS&EQUIPMENT FLEET&BUILDINGS-CMF 87.38 272092 12/2120/6 148348 TOPAZ,LLC 3,500.00 NRMP 6072158TH ST W 301310 20161209 4900.2420 NRMP FIN GUAR-DEVELOPER DEP PHYSICAL IMPROV ESCROW HAL SLIT 3,500.00 272093 1221/2016 100479 TRANSALARMINC 54.00 FIRE ALARM-12/1/16-2/28/17 301294 94344759 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 54,00 272094 /22120/6 100489 UNIFORMS UNLIMITED 410.91 NEW EMPLOYEE UNIFORNIS-CLIFTON 301332 509391 1205.6281 UNIFORM/CLOTHING ALLOWANCE POLICE RECORDS UNIT 1,076.83 NEW OFFICER UNIFORMS-HINKLE 301333 511421 12106281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 1.487.74 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/21/2016 16:38.01 Council Check Register by GL Page- 26 Council Check Register by Invoice&Summary 11/302016 -- 12/23/2016 Check Date Amount Supplier/Explanation PON Doc No Inv No Account No Subledger Account Description Business Unit 272094 12/21/2016 100489 UNIFORMS UNLIMITED Continued... 272095 12/212016 100839 VALLEY-RICH COMPANY INC 7,829.19 SEWER MAIN LINE REPAIR 301316 23524 53756269 REPAIRS-OTHER SEWER MAINTENANCE AND REPAIR 7,829.19 2720% 12/212016 150429 VANDELOOT,MIKE 18.20 UB REFUND 15782 COBBLESTONE LK 301326 20161214H 53014997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 18.20 272097 12/2/2016 100631 VERIZON WIRELESS 33972 MATT SAAM NEW PHONE&ACCESSOR 301543 5144255001 15006211 SMALL TOOLS&EQUIPMENT PW MANAGEMENT 3,09267 MONTHLY CELL SERVICE 301248 9776306864 12006237 TELEPHONE/PAGERS POLICE MANAGEMENT 40.01 STR WIRELESS DATA 301366 9776476897 1600.6237 TELEPHONE/PAGERS STREET MANAGEMENT 40.01 IT WIRELESS DATA 301366 9776476897 1030 6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 40.01 PK WIRELESS DATA 301366 9776476897 1710 6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 50.71 PW CELL PHONE DEC 301366 9776476897 15006237 TELEPHONE/PAGERS PW MANAGEMENT 101,42 CODE CELL PHONE DEC 301366 9776476897 1013 6237 TELEPHONE/PAGERS CODE ENFORCEMENT 10281 NR CELL PHONE DEC 301366 9776476897 1520.6237 TELEPHONE/PAGERS NATURAL RESOURCES 107.81 STR CELL PHONE DEC 301366 9776476897 1600.6237 TELEPHONEIPAGERS STREET MANAGEMENT 114.42 IT CELL PHONE DEC 301366 9776476897 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 11842 ADM CELL PHONE DEC 301366 9776476897 10106237 TELEPHONE/PAGERS ADMINISTRATION 150.12 PK CELL PHONE DEC 301366 9776476897 1710.6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 160.04 INSP WIRELESS DATA 301366 9776476897 t400.6237 TELEPHONE/PAGERS INSPECTIONS MANAGEMENT 16170 REC CELL PHONE DEC 301366 9776476897 1700 6237 TELEPHONE/PAGERS PARK&RECREATION MANAGEMENT 19346 INSP CELL PHONE DEC 301366 9776476897 14006237 TELEPHONE/PAGERS INSPECTIONS MANAGEMENT 283.94 ENG CELL PHONE DEC 301366 9776476897 1510.6237 TELEPHONE/PAGERS PW ENGINEERING&TECHNICAL 520.19 FIRE WIRELESS DATA 301366 9776476897 13306237 TELEPHONE/PAGERS FIRE OPERATIONS 1,120.46 POL WIRELESS DATA 301366 9776476897 1205 6237 TELEPHONE/PAGERS POLICE RECORDS UNIT 50.71 CABLE CELL PHONE DEC 301366 9776476897 2012.6237 TELEPHONEIPAGERS CABLE TV JOINT POWERS 40.01 GOLF WIRELESS DATA 301366 9776476897 5105.6237 TELEPHONE/PAGERS GOLF MANAGEMENT 219.20 GOLF CELL PHONE DEC 301366 9776476897 5105.6237 TELEPHONE/PAGERS GOLF MANAGEMENT 25.35 UTIL ON CALL CELL PHONE DEC 301366 9776476897 5365.6237 TELEPHONE/PAGERS SEWER MGMT/REPORTS/DATA ENTRY 2536 UTIL ON CALL CELL PHONE DEC 301366 9776476897 5305.6237 TELEPHONF/PAGERS WATER MGMT/REPORT/DATA ENTRY 20005 UTIL WIRELESS DATA 301366 9776476897 53056237 TELEPHONEIPAGERS WATER MGMT/REPORT/DATA ENTRY 245.81 UTIL CELL PHONE DEC 301366 9776476897 53056237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 7,554.41 272098 1221/2016 100805 WEIMELLMARKR 200.00 BOOTS-M WEIMELT 301279 2016/130 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 200.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/21/2016 16:38:01 Council Check Register by GL Page- 27 Council Check Register by Invoice&Summary 11/302016 -- 12/23/2016 Check# Data Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272098 12/21/2016 100805 WEIMELT,MARK Continued... 272099 12/21/2016 142204 WERNER IMPLEMENT CO.,INC 96.00 WIPER BLADES 355 301412 71823 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 96.00 272810 12/2120/6 100528 ZIEGLERINC 3,36277 CUTTING EDGES-SNOWPLOWS 301422 PCO01839257 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 643.48 LOADER CUTTING EDGES 301426 PCO01840673 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 242.40- WING EDGES FOR LOADER 301178 PR000152833 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 3,000.57 WTP GENERATOR LEVEL 52&56 MNTC 301446 SW050267297 5325.6265 REPAIRS-EQUIPMENT WATER TREATMENT FCLTY MNTC/RPR 325.24 314 DYNO TEST 301519 SW060062452 1630.6265 REPAIRS-EQUIPMENT STREET EQUIPMENT MAINTENANCE 7,089.66 20161146 11/30/2016 142702 BLUE CROSS BLUE SHIELD OF MINNESOTA(EFT 2Q287,50 30 COPAY AWARE 301671 Al 90002115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 935.00 30 COPAY AWARE(COBRA) 301672 A2 90002115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 1,870.00 30 COPAY AWARE(EARLY RETIREE) 301673 A3 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 11,016.00 HRA AWARE 2500/5000 301674 FI 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 3,506.00 HEA AWARE 250015000(COBRA) 301675 F2 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 1,545.00 HRA AWARE 4000/8000 301676 11 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 74973.00 HSA AWARE 2600/5200 301677 KI 90002115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 7,027.00 HSA AWARE 2600/5200(EARLY RET 301678 K3 90002115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 3,772.00 HSAAWARE4000/8000 301679 LI 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 2,698.50 30 COPAY ACCORD 301680 Ml 90002115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 6,677.00 HRA ACCORD 2500/5000 301681 SI 90002115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 4,690.00 HRA ACCORD 4000/8000 301682 UI 90002115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 39,7250) HSA ACCORD 2600/5200 301683 VI 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 11,047.00 HSAACCORD 4000/8000 301684 WI 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 1,680.00 HSAACCORD 4000/8000(EARLY RE 301685 W3 9000 2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 191,449.00 20161237 12/5/2016 100873 HEALTHPARTNERS(DENTAL CLAIMS-EFT) 1,199,73 DENTALCLAIMS 11/24-11/30/16 301670 20161130 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 1,199.73 20161238 12/12/2016 100873 HEALTHPARTNERS(DENTAL CLAIMS-EFT) 2,399.34 DENTAL CLAIMS I2/1/16-12/7/16 301669 20161207 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 2,399.34 20161239 12/19/2016 100873 HEALTHPARTNERS(DENTAL CLAIMS-EFT) R55CKR2 LOGISl01 CITY OF APPLE VALLEY 12/212016 16.38:01 Council Check Register by GL Page- 28 Council Check Register by Invoice&Summary 11/30/2016 -- 12/23/2016 Check Date Amount Supplier/Enplanation---- ED4 Doc No Inv No Account No Subledger Account Description Business Unit 20/61239 12/19/2016 100873 HEALTHPARTNERS(DENTAL CLAIMS-EFT) Continued... 6,22642 DENTAL CLAIMS 12/8/16-12/14/16 301668 2DIG 1214 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 6,226.42 20161240 12/212016 148841 SELECTACCOUNT 172.56 FLEXIBLE SPENDING CLAIMS 2016 301667 38321212 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 172.56 20/61241 12/12016 142866 HEALTHPARTNERS 1,024.65 CONSULT/ADM FEES DEC 301688 69182865 7105.6146 DENTAL INSURANCE - INSURANCE TRUST DENTAL 1,024,65 1,073,908.59 Grand Total Payment Instrument Totals h I 1 I Checks 806,851.78 EFT Payments 202,471.70 A/PACH Payment 62,585.11 'ry.� Total Payments 1,073,908.59 R55CKS2 LOGISI00 CITY OF APPLE VALLEY 12/212016 1638.08 Nom. Payment amount may notre0ectthe actual mount due to data sequencing sudor data selection. Council Check Summery Page- I 11/302016 - 12/232016 Company Amount 01000 GENERALFUND 163.476.14 02010 CABLE TV RESERVE FUND 50.71 02015 PARK DEDICATION FUND 92.612.00 02060 POLICE CRIME FUND 2,127.23 02090 14200 CEDAR AVE-OLD CITY HALL 1,674.65 04500 CONSTRUCTION PROJECTS 22,710 90 04800 CABLE TV-SPECIAL REVENUE 69500 04900 PHYSICAL IMPROVEMENTS ESCROW F 3,500.00 04935 2007 PARK BOND FUND 6,853.59 05000 LIQUOR FUND 146,758.96 05100 GOLF FUND 5326.47 05200 ARENAFUND 14,907.12 05300 WATER&SEWER FUND 306,736.22 05500 STORM DRAINAGE UTILITY FUND 6,736.78 05550 CONSTRUCTION PROJECTS 2,335.20 05600 CEMETERY FUND LEVEL PROGRAM 7,044,79 05800 STREET LIGHT UTIL FUND 34,500.85 07100 INSURANCE TRUST DENTAL FUND 10,850.14 07200 RISK MANAGEMENTANSURANCE FUND 38,067.08 07400 VERF-POLICE 1,773,52 09000 PAYROLL CLEARING FUND 204,77124 Report Totals 1,073.908.59 R55CKR2 LOGISHU CITY OF APPLE VALLEY 12/28/2016 16'33:03 Council Check Register by GL Page- I Council Check Register by Invoice&Summary 1224/2016 -- 1/3/2017 Check k Data Amount Supplier/Explanation PO k Doc No Inv No Account No Subledger Account Description Business Unit 11829 12/30/2016 100101 ACE HARDWARE .96- DISCOUNT 301715 101305721651 1255.6333 GENERAL-CASH DISCOUNTS POLICE GUN RANGE 9.56 SPRAY BOTTLES FOR GUN CLEANING 301715 101305721651 1255.6229 GENERAL SUPPLIES POLICE GUN RANGE 1.01- DISCOUNT 301751 101305722071 1060.6333 GENERAL-CASH DISCOUNTS MUNICIPAL BLDG&GROUNDS MNTC 10.14 CH SUPPLIES 301751 101305722071 1060.6229 GENERALSUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 1.26- DISCOUNT 301743 101305722391 1225.6333 GENERAL-CASH DISCOUNTS POLICE TRAINING 12.55 FIREARM RAGS 301743 101305722391 1225.6229 GENERAL SUPPLIES POLICE TRAINING 3.40- DISCOUNT 301739 101305722491 1210.6333 GENERAL-CASH DISCOUNTS POLICE FIELD OPERATIONS/PATROL 33.97 WINDOW SCRAPERS 301739 101305722491 1210.6211 SMALL TOOLS&EQUIPMENT POLICE FIELD OPERATIONS/PATROL .40- DISCOUNT 301737 101305722841 10186333 GENERAL-CASH DISCOUNTS CITY CLERK/ELECTIONS 3.99 ELECTION CART COVER 301737 101305722841 1015.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 31 49- DISCOUNT 301717 101310721481 1340.6333 GENERAL-CASH DISCOUNTS FIRE BLDG&GROUNDS MNTC 314.91 STATION SQUEEGEES(X9) 301717 101310721481 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC .45- DISCOUNT 301718 101310721931 1340.6333 GENERAL-CASH DISCOUNTS FIRE BLDG&GROUNDS MNTC 4.49 20AMP DPLX RECEPT REPAIR 301718 101310721931 13406266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC .20- DISCOUNT 301719 101310722181 1350.6333 GENERAL-CASH DISCOUNTS FIRE VEHICLE MAINTENANCE 2.00 A8O2 TRAILER D-CLAMP 301719 101310722181 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 3.25- DISCOUNT 301748 101340723201 5265 6333 GENERAL-CASH DISCOUNTS ARENA BLDG MAINTENANCE-HAYES 32.48 HARDWARE TO PUT UPADVERTISING 301748 101340723201 5265.6211 SMALL TOOLS&EQUIPMENT ARENA 2 BLDG MAINTENANCE-HAYES 9.00- DISCOUNT 301725 101360722921 17256333 GENERAL-CASH DISCOUNTS PARK ICE RINK MAINTENANCE 89.99 PK DOUBLE HANDLE SNOWPLOW 301725 101360722921 1725.6211 SMALL TOOLS&EQUIPMENT PARK ICE RINK MAINTENANCE 1.70- DISCOUNT 301723 101360722951 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 16.99 VERSITILE BLOWER SHOES 301723 101360722951 17656215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 18.00- DISCOUNT 301730 101360723211 1725.6333 GENERAL-CASH DISCOUNTS PARK ICE RINK MAINTENANCE 179.98 ICE RINK SHOVELS 301730 101360723211 1725.6211 SMALL TOOLS&EQUIPMENT PARK ICE RINK MAINTENANCE 5.60- DISCOUNT 301714 101370721921 1250.6333 GENERAL-CASH DISCOUNTS POLICE FACILITY 55.98 EXTENSION CORDS-SPEEDTRAILER 301714 101370721921 1250.6229 GENERAL SUPPLIES POLICE FACILITY 100- DISCOUNT 301716 101380722061 1920.6333 GENERAL-CASH DISCOUNTS SENIOR CENTER 9.99 AIR BLOW GUN AVSC 301716 101380722061 1920.6229 GENERAL SUPPLIES SENIOR CENTER 1.48- DISCOUNT 301722 101390722431 5605 6333 GENERAL-CASH DISCOUNTS CEMETERY 14.75 FLAG POLE REPAIR 301722 101390722431 5605.6229 GENERAL SUPPLIES CEMETERY .54- DISCOUNT 301720 101400721851 5375.6229 GENERAL SUPPLIES SEWER MAINTENANCE AND REPAIR 5.40 MISC HARDWARE 301720 101400721851 5375.6229 GENERALSUPPLIES 1.20- DISCOUNT SEWER MAINTENANCE AND REPAIR 301721 101400721911 5380.6333 GENERAL-CASH DISCOUNTS SEWER LIFT STN REPAIR&MNTC 1198 LIFT PARTS 301721 101400721911 53806229 GENERAL SUPPLIES SEWER LIFT STN REPAIR&MNTC 3.73- DISCOUNT 301752 101400723341 5325.6333 GENERAL-CASH DISCOUNTS WATER TREATMENT FCLTY MNTC/RPR 37.34 CLEANING AND WATER SAMPLES 301752 101400723341 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 761.82 11930 12/30/2016 100058 BELLBOY CORPORATION 13.50 FREIGHTk3 00004928 302029 56334100 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/28/2016 16:33:03 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summary /224/2016 - 1/3/2017 Check# Date Arnow Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 11830 12/302016 100058 BELLBOY CORPORATION Continued... 1,207.00 LIQ#3 00004928 302029 56334/00 5085.6520 WINE LIQUOR 43 STOCK PURCHASES 945 FREIGHT#1 00004928 302025 56533900 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,495.05 LIQ#1 00004928 302025 56533900 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 4,05 FREIGHT#2 00004928 302027 56534000 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 271.17 LIQ92 00004928 302027 56534000 5055 6510 LIQUOR LIQUOR 92 STOCK PURCHASES 2.70 FREIGHT#3 00004928 302030 56641900 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 168.00 LIQ#3 00004928 302030 56641900 5085 6520 WINE LIQUOR 43 STOCK PURCHASES 22.95 FREIGHT#I 00004928 302026 56748300 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 2,196.87 LIQ#I 00004928 302026 56748300 5015.6510 LIQUOR LIQUORM STOCK PURCHASES 36.00- CMLIQ#2 00004928 302028 56748400 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1.35- CMFREIGHT#2 00004928 302028 56748400 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 10.80 FREIGHT#2 00004928 302028 56748400 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,181.00 LIQ42 00004928 302028 56748400 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 16.20 FREIGHT93 00004928 302031 56748500 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,576.00 LIQ#3 00004928 302031 56748500 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 77.15 NOTAX#2 00004928 302022 95001100 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR 42 STOCK PURCHASES 238.15 NOTAX#3 00004928 302023 95001200 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 5365 NOTAX#1 00004928 302021 95080500 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 27.30- CMTAX#I 00004928 301911 95080800 5015.6540 TAXABLE MISC FOR RESALE LIQUOR 91 STOCK PURCHASES 964.92 TAX#1 00004928 301911 95080800 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 152.90 TAX#3 00004928 302024 95085600 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 9,596.86 11831 /2/302016 100750 BODMER,KATHLEEN L 68.55 AUG-DEC MILEAGE-BODMER 301880 2016/221 //006277 MILEAGE/AUTO ALLOWANCE DEV MANAGEMENT 68,55 11832 12/30/2016 143314 CLEAR RIVER BEVERAGE CO 18.75- CMBEER#3 00051160 301853 330477 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 37.50 BEER#3 00051160 301853 330477 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1000- CMBEER43(OVERPAYMENT) 00051160 301861 671000 50856530 BEER LIQUOR#3 STOCK PURCHASES 546.00 BEER93 00051160 301858 671102 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 544.00 BEER93 00051160 301859 671137 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,098.75 11833 12/30/2016 122849 DAKOTA COMMUNICATIONS CENTER 74,799.00 POLDCCFEE-JAN 301760 AV201701 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 74,799.00 11834 12/30P'-, 101365 ECMPUBLISHERSINC R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/28/2016 16:33:03 Council Check Register by GL Page 3 Council Check Register by Invoice&Summary 12/24/2016 .- 1/3/2017 Check# Date Amoun[ Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 11834 12/30/2016 101365 ECM PUBLISHERS INC Continued... 1,22106 DEC HOLIDAYS AD 301712 438668 50056239 PRINTING LIQUOR GENERAL OPERATIONS 28.63 ORDINANCE 1022 301807 440647 1015.6239 PRINTING CITY CLERK/ELECTIONS 4499 ORDINANCE 1023 301806 440648 10156239 PRINTING CITY CLERK/ELECTIONS 1,294.68 11835 12/30/2016 100491 GREATER TWIN CITIES UNITED WAY 62.50 CHARITABLE GIVING 301827 122816959234 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 62.50 11836 12/30/2016 120961 HAAS,MELISSAL 207.90 M.HAAS MILEAGE JUL-DEC 2016 301697 20/61130 1020.6277 MILEAGF1AUT0 ALLOWANCE HUMAN RESOURCES 207.90 11837 12/30/2016 103314 INNOVATIVE OFFICE SOLUTIONS 134.35 SUPPLIES 301694 IN1430935 1900.6210 OFFICE SUPPLIES AV COMMUNITY CENTER 1.45 CMF OFFICE SUPPLIES 301881 IN1439395 1540.6210 OFFICE SUPPLIES CMF BUILDINGS&GROUNDS MNTC 39.68 PARKS OFFICE SUPPLIES 301881 11,11439395 1710.6210 OFFICE SUPPLIES PARK MAINTENANCE MANAGEMENT 44.97 PUBLIC WORKS OFFICE SUPPLIES 301881 IN1439395 15086210 OFFICE SUPPLIES PW MANAGEMENT 3.65 UTILITIES OFFICE SUPPLIES 301881 IN1439395 5305.6210 OFFICE SUPPLIES WATER MGMT/REPORT/DATA ENTRY 224.10 11838 12/30/2016 100302 MCNAMARACONTRACTING INC 186.20 2016 STR IMPROV PMT#7 301915 20161219 2027.6810 2016138G CONSTRUCTION IN PROGRESS ROAD ESCROW 14,431.68 2016 STR IMPROV PMT#7 301915 201612/9 2027.6810 2016105D CONSTRUCTION IN PROGRESS ROAD ESCROW 17,394.07 2016 STR IMPROV PMT47 301915 20161219 2027.6810 2016105W CONSTRUCTION IN PROGRESS ROAD ESCROW 65,876.26 2016 STR IMPROV PMT47 301915 2016/219 2027.6810 2016105R CONSTRUCTION IN PROGRESS ROAD ESCROW 10.54- 2016 STR IMPROV PMT#7 301915 20161219 3212.6810 2016105R CONSTRUCTION IN PROGRESS EDA OPERATION 33,815.00 2016 STR IMPROV PMT#7 301915 20/61219 51056735 2016105R CAPITAL OUTLAY-OTHER IMPROVEME GOLF MANAGEMENT 131,692.67 11839 12/30/2016 138249 MINNESOTA ENVIRONMENTAL FUND 52.50 CHARITABLE GIVING 301821 1228169592310 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING SAL SHEET 52.50 11840 12/30/2016 122157 NELSON AUTO CENTER 27,284.95 2017 FORD UTILITY 301762 F7316 7400.1750.048 TRANSPOR EQUIPMN-4 YRS VERF-POLICE SAL SHEET 27,284.95 11841 12/30/2016 118834 OPEN YOUR HEART 112.50 CHARITABLE GIVING 301831 122816959238 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING SAL SHEET CITY OF APPLE VALLEY 1228/2016 16:33:03 R55CKR2 LOGISHU Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 1224/2016 -- 1/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 11841 121302016 118834 OPEN YOUR HEART Continued... 112.50 11842 12/30/2016 148730 SAAM,MATT 36.72 NOV MILEAGE-SAAM 301704 20161130 15006277 MILEAGE/AUTO ALLOWANCE PW MANAGEMENT 36.72 11843 12/302016 100715 SUICIDE FINGER PRINT LABORATORIES INC 139.71 EVIDENCE TAPE AND TAGS 301786 100029533 1215.6211 SMALL TOOLS&EQUIPMENT POLICE DETECTIVE UNIT 139.71 11844 12/30/2016 100457 STREICHERS INC 191.49 MAAG GEAR 301783 11238629 1272 6229 GENERAL SUPPLIES POLICE DAK CTY MAAG TEAM 210.00 MAAG GEAR 301784 11238630 1272.6229 GENERAL SUPPLIES POLICE DAK CTY MAAG TEAM 69.95 MAAG GEAR 301785 11239954 1272.6229 GENERAL SUPPLIES POLICE DAK CTY MAAG TEAM 666.00 MAAG UNIFORMS 301818 11239980 1272.6281 UNIFORM/CLOTHING ALLOWANCE POLICE DAK CTY MAAG TEAM 1,13]44 11845 12/302016 100469 TIERNEY 225.00 AV PROJECTOR EQUIPMENT 301703 732776 10306725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 2,919.86 EPSON PROJECTOR MCINTOSH 301764 732777 10306725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 3,144.86 11846 12/302016 100486 TWIN CITY GARAGE DOOR CO 102.00 GARAGE DOOR OPENERS 301798 473607 1630.6211 SMALL TOOLS&EQUIPMENT STREET EQUIPMENT MAINTENANCE 204,00 GARAGE DOOR OPENERS 301798 473607 1400.6211 SMALL TOOLS&EQUIPMENT INSPECTIONS MANAGEMENT 306.00 11847 12/30/2016 118830 UHLCOMPANY,INC. 49200 LS I FURNACE REPAIR 301781 47585 5025.6266 REPAIRS-BUILDING LIQUOR#1 OPERATIONS 49200 11848 12/30/2016 100520 WINECOMPANY,THE 44.00- CMWINE#2 00015926 301909 21485 50556520 WINE LIQUOR 42 STOCK PURCHASES 5.00 FREIGHT#3 00015926 301910 22452 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 144.00 WINE#3 00015926 301910 22452 50856520 WINE LIQUOR#3 STOCK PURCHASES 5.00 FREIGHT#1 00015926 301907 22453 5015 6540 TAXABLE MISC FOR RESALE LIQUOR 41 STOCK PURCHASES 6800 WINE#I 00015926 301907 22453 5015.6520 WINE LIQUOR 01 STOCK PURCHASES 5.00 FREIGHT#2 00015926 301908 22456 5055 6550 FREIGHT ON RESALE MDSE LIQUOR 42 STOCK PURCHASES 108.00 WINE#2 00015926 301908 22456 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 291,00 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 1228/2016 16:33:03 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summery 12/24/2016 — 1/32017 Check Date Amomt Supplier/Explanation PDX Doc No Inv No Account No Subledger Account Description Business Unit 11848 12/30/2016 100520 WINECOMPANY�THE Continued... 272101 12/28/2016 101588 IST LINE LEWEES VENTURES LLC 360.15 HAYES CONCESSION PRODUCT 301768 123593 52606540 TAXABLE MISC FOR RESALE ARENA 2 MANAGEMENT-HAYES 360.15 272102 12/282016 137610 A H HERMEL COMPANY 133.35 TAX#1 00050148 301897 620976 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#I STOCK PURCHASES 1,860.25 NOTAX#1 00050148 301897 620976 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 993.60 272103 1228/2016 150442 ADVANCED ENGINEERING&ENVIRONMENTAL SVC 5,632.75 LIFT S ENGINEERING SERVICES 301758 51050 5375.6235 20171025 CONSULTANT SERVICES SEWER MAINTENANCE AND REPAIR 5,632.75 272104 12/28/2016 147324 ALL AMERICAN ARENA PRODUCTS 5,732.00 SPORTS ARENA-RUBBER FLOORING 301834 908 52106249 OTHER CONTRACTUAL SERVICES ARENA I BUILDING MAINTENANCE 5,732.00 272105 12282016 148456 AM INST FOR THE ADV OF FORENSIC STUDIES 85.00 SCHOOL SHOOTINGS CAUSES-KEELER 301879 20161227 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 85.00 SCHOOL SHOOTINGS CAUSES-VIRDEN 301879 20161227 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 170.00 272106 122820/6 150448 ANDERSON,HOWARD 115.00 UB REFUND 8727 HIGHWOOD WAY 301875 20161222A 53014997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 115.00 272107 12282016 100036 APPLE VALLEY CHAMBER OF COMMERCE 20.00 CHAMBER LUNCHEON-NORDQUIST 301695 20364 11006275 SCHOOLS/CONFERENCES/EXP LOCAL DEV MANAGEMENT 2000 CHAMBER LUNCHEON-HEDBERG 301695 20364 10356275 SCHOOLS/CONFERENCES/EXP LOCAL FINANCE 20.00 CHAMBER LUNCHEON-BERNSTEIN 301695 20364 17006275 SCHOOLS/CONFERENCES/EXP LOCAL PARK&RECREATION MANAGEMENT 40.00 CHAMBER LUNCHEON-GOODWIN,MAYOR 301695 20364 1005.6275 SCHOOLS/CONFERENCES/EXP LOCAL MAYOR/CITY COUNCIL 100.00 272108 1228/2016 100041 APPLE VALLEY MEDICAL CLINIC LTD 321.00 PRE EMP PHYS. 301754 709880 1710.6235 CONSULTANT SERVICES PARK MAINTENANCE MANAGEMENT 321.00 272109 1228/2016 100747 ARAMARK UNIFORM SERVICES INC 30.44 UNIFORM SERVICE 301799 1718605914 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/282016 16:33:03 Council Check Register by GL Page- 6 Council Check Register by Invoice&Summary 12/24/2016 -- 1/32017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272109 12/28/2016 100747 ARAMARK UNIFORM SERVICES INC Continued... 32.66 UNIFORM SERVICE 301799 1718605914 15306281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 5439 UNIFORM SERVICE 301799 1718605914 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 117.49 272110 122820/6 125174 ARTISAN BEER COMPANY 343.15 BEER#3 00047806 301923 3145400 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 1,417.60 BEER#3 00047806 301924 3146690 50856530 BEER LIQUOR#3 STOCK PURCHASES 550.95 BEERM 00047806 301922 3146691 5015.6530 BEER LIQUOR 91 STOCK PURCHASES 618.25 BEER#3 00047806 301926 3146692 5085 6530 BEER LIQUOR#3 STOCK PURCHASES 14590- CMBEER#3 00047806 301925 370004 50856530 BEER LIQUOR 43 STOCK PURCHASES 2,78405 272111 1228/2016 100609 ASPEN EQUIPMENT CO 379.94 9408 PLOW CUTTING EDGE 301710 10170997 5345 6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 759.88 0412&4414 PLOW CUTTING EDGE 301710 10170997 5390 6215 EQUIPMENT-PARTS SWR EQUIP/VEHICLE MISC MNTC/RP 1,139.82 272112 12282016 101318 AUTOMATIC SYSTEMS COMPANY 647.10 HANNOVER STORM LIFT REPAIRS 301749 306405 55066265 REPAIRS-EQUIPMENT STORM LIFT STN MNTC/RPR 647.10 272113 12/28/2016 138336 BERNICK'SREVERAGE 80.00 NOTAX#1 00050356 301862 333594 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 9100 TAX#1 00050356 301862 333594 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#I STOCK PURCHASES 15.65- CMBEER#I 00050356 301863 333595 50156530 BEER LIQUOR#1 STOCK PURCHASES 104600 BEER#1 00050356 301863 333595 5015.6530 BEER LIQUOR 91 STOCK PURCHASES 30.40 TAX#3 00050356 301884 333596 5085 6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 40.00 NOTAX93 00050356 301884 333596 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 1,18603 BEER#3 00050356 301885 333597 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 14.00 TAX#2 00050356 301882 333609 5055.6540 TAXABLE MISC FOR RESALE LIQUOR 42 STOCK PURCHASES 2000 NOTAX#2 00050356 301882 333609 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR 92 STOCK PURCHASES 10960 BEER#2 00050356 301883 333610 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 2,601 38 272114 12/28/2016 100065 BLOMMEL JOHNSON,CAROLA 86.22 PLOWING FOOD 301699 20161217 16656229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 86.22 272115 12282016 121092 BOURGET IMPORTS 3.00 FREIGHT#1 00045600 301900 138214 50156550 FREIGHT ON RESALE MDSE LIQUOR#1 STOC'-IRCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/28/2016 16'33:03 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 12/24/2016 - 1/3/2017 Check# Data Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272115 /228/2016 121092 BOURGETIMPORTS Continued... 160.00 WINE#1 00045600 301900 138214 50156520 WINE LIQUOR#I STOCK PURCHASES 4.50 FREIGHT#2 00045600 301902 138215 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 28800 WINE#2 00045600 301902 138215 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 300 FREIGHT#3 00045600 301903 138216 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 43 STOCK PURCHASES 135.92 WINE#3 00045600 301903 138216 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1.50 FREIGHT#1 00045600 301901 138313 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 96.00 WINE#1 00045600 301901 138313 50156520 WINE LIQUOR#1 STOCK PURCHASES 691.92 272116 12/28/2016 IN072 BRAUN INTERTEC CORPORATION 5,225.25 MATERIALS TESTING 301747 8079935 2027.6235 2015103G CONSULTANT SERVICES ROADESCROW 1,830.00 LIFT SGEOTECHNICAL 301750 8080366 5380.6249 20171025 OTHER CONTRACTUAL SERVICES SEWER LIFT STN REPAIR&MNTC 7,055.25 272117 1228/2016 100296 BREAICFHRU BEVERAGE MIN-BEER INC 8,263.70 BEER#1 00000105 301985 10906447/2 5015.6530 BEER LIQUOR 41 STOCK PURCHASES 25.50 TAX#1 00000105 301986 1090644712 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#I STOCK PURCHASES 532.00 BEER#1 00000105 301987 1090644713 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 1,979.70 BEER#2 00000105 302004 1090646178 5055.6530 BEER LIQUOR 92 STOCK PURCHASES 33.00 TAX#2 00000105 302005 1090646178 5055.6540 TAXABLE MISC FOR RESALE LIQUOR 92 STOCK PURCHASES 5,450.40 BEER#3 00000105 302013 1090646688 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 2270 TAX#3 00000105 302014 1090646688 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 3,65825 BEER91 00000105 301990 1090647347 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 43.15 TAX#I 00000105 301991 1090647347 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#I STOCK PURCHASES 2,196.85 BEER#1 00000105 301993 1090648443 5015.6530 BEER LIQUOR 41 STOCK PURCHASES 60.00- CMBEER#I 00000105 301994 1090648443 5015.6530 BEER LIQUORO STOCK PURCHASES 3,258.80 BEER#2 00000105 302007 1090648886 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 5,290.50 BEER#3 00000105 302017 1090649498 5085 6530 BEER LIQUOR#3 STOCK PURCHASES 110.00- CMBEER#3 00000105 302018 1090649498 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 6,54345 BEER#1 00000105 301995 1090650167 5015.6530 BEER LIQUOR#]STOCK PURCHASES 10825- CMBEER41 00000105 301996 1090650167 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 90.00 BEER#I 00000105 301997 1090650168 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 712.20 BEER#I 00000105 301998 1090651137 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 2,826.80 BEER#1 00000105 301999 1090651138 5015.6530 BEER LIQUOR#(STOCK PURCHASES 2,699.50 BEER#2 00000105 302010 1090651844 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 232.00- CMBEER#2 00000105 302011 109065/844 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 5,283.75 BEER93 00000105 302019 1090652329 5085.6530 BEER LIQUOR 43 STOCK PURCHASES 25.50 TAX#3 00000105 302020 1090652329 50856540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 7,404.00 BEER#1 00000105 302003 1090652632 5015.6530 BEER LIQUOR 14 STOCK PURCHASES 24.00- CMBEER#2 00000105 302009 29884 5055.6530 BEER LIQUOR#2 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/28/2016 16:33:03. Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 12/24/2016 -- 1/3/2017 Cheek Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272117 12/18/2016 100296 BREAKTHRU BEVERAGE MIN-BEER INC Continued... 22.35- CMBEER#1 00000105 301984 29888 50156530 BEER LIQUOR 91 STOCK PURCHASES 32.85- CMBEER#3 00000105 302012 29890 50856530 BEER LIQUOR 93 STOCK PURCHASES 41.90- CMBEER#1 00000105 302000 36690 50156530 BEER LIQUOR#I STOCK PURCHASES 74.50- CMBEER#1 00000105 301988 36711 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 10.95- CMBEER#1 00000105 301989 36712 50156530 BEER LIQUOR 41 STOCK PURCHASES 10.60- CMBEER43 00000105 302015 36720 50856530 BEER LIQUOR#3 STOCK PURCHASES 10.80- CMBEER43 00000105 302016 36721 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 2180- CMBEER#I 00000105 302001 36723 5015.6530 BEER LIQUOR 41 STOCK PURCHASES 22 75- CMBEER#I 00000105 302002 36724 5015 6530 BEER LIQUOR 91 STOCK PURCHASES 8.10- CMBEER#2 00000105 302006 36728 5055.6530 BEER LIQUOR 92 STOCK PURCHASES 31.75- CMBEER#I 00000105 301992 R09163827 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 15J5- CMBEER#2 00000105 302008 R09165172 5055.6530 BEER LIQUOR 92 STOCK PURCHASES 55,506.40 272118 1228/2016 100152 BREAKTHRU BEVERAGE MINNESOTA WINE&SPIR 1.54 FREIGHT#3 00001930 301844 1080564441 50856550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 19984 LIQ#3 00001930 30t844 1080564441 50856510 LIQUOR LIQUOR 93 STOCK PURCHASES Supplier 100219 BREAKTHRU BEVERAGE WINE 34.50 FREIGHT#2 00001930 301848 1080565285 5055 6550 FREIGHT ON RESALE MDSE LIQUOR 02 STOCK PURCHASES 2813.30 WINE#2 00001930 301848 1080565285 5055.6520 WINE LIQUOR 02 STOCK PURCHASES 8.05 FREIGHT#1 00001930 301846 1080565287 50156550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 43598 WINE91 00001930 30t846 1080565287 5015.6520 WINE LIQUOR 41 STOCK PURCHASES 13.80 FREIGHT#3 00001930 301849 1080565843 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,316.00 WINE#3 00001930 301849 1080565843 5085.6520 WINE LIQUOR 43 STOCK PURCHASES 30.12- CMNOTAX#3 00001930 301845 1080569207 50856545 NON-TAXABLE MISC FOR RESALE LIQUOR 93 STOCK PURCHASES 1,15- CMFREIGHT#3 00001930 301845 /080569207 50856550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 14.95 FREIGHT#3 00001930 301845 1080569207 5085 6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 103,66 NOTAX#3 00001930 301845 1080569207 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 117.28 TAX#3 00001930 301845 1080569207 5085.6540 TAXABLE MISC FOR RESALE LIQUOR 93 STOCK PURCHASES 51048 LIQ#3 00001930 301845 1080569207 5085 6510 LIQUOR LIQUOR#3 STOCK PURCHASES Supplier 100219 BREAKTHRU BEVERAGE WINE 25.30 FREIGHT#3 00001930 301850 1080569208 5085 6550 FREIGHT ON RESALE MDSE LIQUOR 03 STOCK PURCHASES 2,186.65 WINE#3 00001930 301850 1080569208 5085.6520 WINE LIQUOR 43 STOCK PURCHASES 805 FREIGHT#2 00001930 301843 1080569285 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 51.83 NOTAX#2 00001930 301843 1080569285 5055 6545 NON-TAXABLE MISC FOR RESALE LIQUOR 92 STOCK PURCHASES 52.90 WQ#2 00001930 301843 /080569285 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 107.68 TAX#2 00001930 301843 1080569285 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 58.32- CMTAX#1 00001930 301842 1080569286 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 2.30- CMFREIGHT#1 00001930 301842 1080569286 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2300 FREIGHT#1 00001930 301842 1080569286 50156550 FREIGHT ON RESALE MDSE LIQUOR#I STO tCHASFS R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/28/2016 16:33:03 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 12/242016 -- 1/32017 Check N Date Amount Supplier/Explanation PON Doc No Inv No Account No Subledger Account Description Business Unit 272118 12/282016 100152 BREAKTHRU BEVERAGE MINNESOTA WINE&SPH4 Continued... 165.49 NOTAX#I 00001930 301842 1080569286 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 184.38 TAX#1 00001930 301842 1080569286 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#I STOCK PURCHASES 887.36 LIQ#1 00001930 301842 1080569286 50156510 LIQUOR LIQUOR#1 STOCK PURCHASES Supplier 100219 BREAKTHRU BEVERAGE WINE 18.40 FREIGHTNI 00001930 301847 1080569287 50156550 FREIGHT ON RESALE MOST LIQUOR#1 STOCK PURCHASES 1,664.00 WINE$I 00001930 301847 1080569287 5015.6520 WINE LIQUOR#I STOCK PURCHASES 10,852.53 272119 12/28/2016 121014 BUCKEYE CLEANING CENTER 353.00 CLEANING SUPPLIES 301691 108841 19006229 GENERAL SUPPLIES AV COMMUNITY CENTER 35300 272120 12282016 145153 CAL TEX ELECTRIC INC 100.05 PARTIAL REFUND AV060388 301797 20161219A 10014924 ELECTRICAL PERMIT GENERAL FUND REVENUE 100.05 272121 1228/2016 101720 CENTERPOINT ENERGY SERVICES INC 63.64 SWIM NAT GAS DEC 301854 3358022 1940.6256 UTILITIES-NATURAL GAS AQUATIC SWIM CENTER 2,02241 IAINAT GAS DEC 301855 3358272 52106256 UTILITIES-NATURAL GAS ARENA I BUILDING MAINTENANCE 886.13 CMF NAT GAS DEC 301856 3358282 1540.6256 UTILITIES-NATURAL GAS CMF BUILDINGS&GROUNDS MNTC 2,012.77 CH NAT GAS DEC 301857 3358292 1060.6256 UTILITIES-NATURAL GAS MUNICIPAL BLDG&GROUNDS MNTC 4,984.95 272122 12/28/2016 100878 CHARTER COMMUNICATIONS 75.00 INTERNET SERVICES 301690 835230604053512 19406237 TELEPHONE/PAGERS AQUATIC SWIM CENTER ODEC16 75.00 272123 /228/1016 110648 CITY OF MINNEAPOLIS RECEIVABLES 1800 APS TRANSACTIONS-NOV 301794 400451000600 1215.6249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 18.00 272124 1229/2016 150449 CLARK,MARY 8.28 US REFUND 5031147TH ST 301877 201612226 53014997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 8.28 272115 12/28/2016 101431 COMMUNITY HEALTH CHARITIES 115.00 CHARITABLE GIVING 301829 122816959236 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 115.00 CITY OF APPLE VALLEY 12/28/2016 16.33,03 R55CKR2 LOGIS101 Council Check Register by GL Page10 Council Check Register by Invoice&Summary 12/24/2016 -- 1/3/2017 Check 4 Date Amount Supplier/Explanation PO 4 Doc No Inv No Account No Subledger Account Description Business Unit 272126 12/28/2016 101329 CUMMINS NPOWER LLC Continued... 311.00 GENERATOR INSPECTION 301835 10043929 10606266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 311.00 272127 12282016 100139 DAKOTA COUNTY LICENSE CENTER 500 ADM FEE'17 FORD UTILITY-4946 301753 12/22/16 12106215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 5 00 272128 1228/2016 147160 DAKOTA COUNTY PROPERTY TAXATION&REC 16096 2016 GENERAL BALLOT PRINTING 301808 12222016AV 1015.6239 PRINTING CITY CLERK/ELECTIONS 160,96 272119 12/28/2016 118649 DAKOTA COUNTY SHERIFF'S OFFICE 2,304.00 2016 EMERGENCY SVCS MGMT 301746 50012016EOP5 1200.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 284400 2016 EMERGENCY SVCS MGMT 301746 50012016EOP5 1200.6276 SCHOOLS/CONFERENCES/EXP OTHER POLICE MANAGEMENT 5,14800 272130 12/292016 100128 DAKOTA ELECTRIC ASSOCIATION 1020 HEYWOOD CT SPEED SIGN 301724 211661 12106255 UTILITIES-ELECTRIC POLICE FIELD OPERATIONS/PATROL 16.53 GARDENVIEW DR PK SHLTR 433109- 301724 211661 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE IT23 BEHIND PRKS RESTRM 9451469.1 301724 211661 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 37.43 SIGNAL 140TH/HAYES 4303777-7 301724 211661 58056545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 48.06 SIGNAL 140TH/GRDNVW 4303776-9 301724 211661 58056545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 129A5 272131 12/2820/6 100137 DELEGARDTOOLCO 17.53 HAND TOOLS 301779 137539 15306211 SMALL TOOLS&EQUIPMENT FLEET&BUILDINGS-CMF 92.18 SHOPTOOLS 301778 145258 1530.6211 SMALL TOOLS&EQUIPMENT FLEET&BUILDINGS-CME 109 71 272132 12/282016 101387 EGAN 91091- SL SALES TAX ADJUST 301761 JCH147417 58056215 EQUIPMENT-PARTS STREET LIGHT UTILITY FUND 910.91 SL SALES TAX ADJUST 301761 JC10147417 5800.2330 DUE TO OTHER GOVERNMENT STREET LIGHT UTIL FUND BAL SHT 13,695.59 PURCHASE ST LIGHTS(3) 301761 JC10147417 5805.6215 EQUIPMENT-PARTS STREET LIGHT UTILITY FUND 13,69559 272133 12/28/2016 115820 EHLERS&ASSOC 285.00 EHLERS PUBLIC FINANCE-SHARPE 301867 20161228 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 285.00 272134 12/28/21" 145163 EMERGENCY RESPONSE SOLUTIONS R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/28/2016 16:3303 Council Check Register by GL Page I I Council Check Register by Invoice&Summary 12/24/2016 -- 1/3/2017 check Date Amount Supplier/Explanation PO Doc No Inv No Account No Subledger Account Description Business Unit 272134 12/28/2016 145163 EMERGENCY RESPONSE SOLUTIONS Continued... 516.62 CALIBRATION GAS 301819 7678 1330.6229 GENERAL SUPPLIES FIREOPERATIONS 516.62 272135 12/28/2016 150372 EMMONS&OLIVIER RESOURCES INC 3,831.00 LONGFARQUAR TMDL TAC ASSISTANC 301705 127800021 5505.6235 CONSULTANT SERVICES STORM DRAM MNTC/RPR/SUMPS 3,831.00 272136 12/28/2016 150452 ENGLISH-WICZLING,SIMON 110.00 UB REFUND 15863 ELMWOOD 301876 20161222C 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 110.00 272137 12/28/2016 143883 ENVIROTECH SERVICES INC 4,805.59 COLD WEATHER BRINE 301693 CD201702383 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 2,162.60 AMP-SALT BRINE ENHANCER 301692 CD201702390 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 6,968.19 272138 12/28/2016 100157 FACTORY MOTOR PARTS CO 6948 WING LUBE 301773 112058596 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 73.80 WIPEALLS 301777 128009880 5345.6229 GENERAL SUPPLIES WATER EQUIPNEHICLEMIISC MNTC 155.99 WASHER FLUID 301776 15143156 1530.6212 MOTOR FUELS/OILS FLEET&BUILDINGS-CMF 23.96 WIPER BLADES 301769 15144553. 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 17.44 WIPER BLADES 301769 15144553 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 189.00 WATERLESS WIPES 301770 15144966 5345.6229 GENERAL SUPPLIES WATER EQUIPNEHICLE/MISC MNTC 69.48 WING LUBE 301775 70292061 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 69.48 WINGPOSTLUBE 301772 75244178 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 39.10 TRUCK BLADES 301771 75244200 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 36.41 WINTER BLADES 301774 75244224 16306215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 42.94 WINTER BLADES 301774 75244224 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 78708 272139 12/282016 136283 FIRESAFETYUSA 752.00 BATTERIES FOR THERMAL IMAGERS 301%33 95776 1330.6215 EQUIPMENT-PARTS FIRE OPERATIONS 752.00 272140 12/28/2016 150454 FRED PRYOR SEMINARS 199.00 SUPERVISOR TRANSITION-GROVES 301872 2016/227 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 199.00 272141 12/2812016 100769 FRONTIER COMMUNICATIONS OFMN 16.50 POL INTOXILIZER 301742 651101065412229 1250.6237 TELEPHONE/PAGERS POLICE FACILITY CITY OF APPLE VALLEY 12/282016 16:33:03 R55CKR2 LOGISI01 Caner]Check Register by GL Page- 12 Council Check Register by Invoice&Summary 12/242016 -- 1/3/2017 Check# Date Amount Supplier/Explanation PO8 Doc No Inv No Account No Subledger Account Description Business Unit 272141 12/282016 100769 FRONTIER COMMUNICATIONS OF MN Continued... 37DEC16 6600 UTIL STRM SWR ALARMS 301735 651197340501279 55056249 OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 97DEC16 33 00 CMF RADIO LINE 301740 651197403911269 15406237 TELEPHONE/PAGERS CMF BUILDINGS&GROUNDS MNTC 27DEC16 205 13 UTILWTPPHONES 301741 952431508111088 53256237 TELEPHONE/PAGERS WATER TREATMENT FCLTY MNTC/RPR 97DEC 16 68.82 AVCC CREDIT CARD PHONE 301738 952953231702179 1900.6237 TELEPHONE/PAGERS AV COMMUNITY CENTER 97DECI6 52.03 GOLF CLUBHOUSE PHONES 301745 952953231904129 5110.6237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 47DEC 16 141.27 PKICRPPHONES 301744 952953234904139 17306237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 47DEC16 352.98 PK REDWOOD PHONES 301731 952953235004139 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 47DEC16 23596 UTIL MNTC PHONE 301734 952953235508170 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 47DEC16 21277 IA2PHONES 301729 952953236511019 5265.6237 TELEPHONE/PAGERS ARENA 2 BLDG MAINTENANCE-HAYES 57DEC16 244.87 IAI PHONES 301732 952953236604149 5210 6237 TELEPHONE/PAGERS ARENA I BUILDING MAINTENANCE 47DEC16 17449 TEEN CTR PHONES 301736 952953238502179 17306237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 97DECI6 70.38 OLD CITY HALL PHONE 301728 952953253410100 2092.6237 TELEPHONE/PAGERS 14200 CEDAR AVE-OLD CITY HALL 17DEC 16 171.53 CH GENERATOR/HVAC MODEM 301733 952953273409250 1060.6237 TELEPHONE/PAGERS MUNICIPAL BLDG&GROUNDS MNTC 07DEC16 195.95 SWIM-CHLORINE MONITOR 301727 952953291301071 1940.62.37 TELEPHONE/PAGERS AQUATIC SWIM CENTER 07DEC16 2,241.67 272142 12/282016 100282 G&K SERVICES 68.84 CLUBHOUSE MATS 301839 1013248678 5110.6240 CLEANING SERVICE/GARBAGE REMOV GOLF CLUBHOUSE BUILDING 70.40 BATHROOM SOAP 301839 1013248678 51106240 CLEANING SERVICE/GARBAGE REMOV GOLF CLUBHOUSE BUILDING 19002 LINEN 301839 1013248678 5120.6240 CLEANING SERVICE/GARBAGE REMOV GOLF KITCHEN 3456 UNIFORMS 301838 1013248679 51206240 CLEANING SERVICE/GARBAGE REMOV GOLF KITCHEN 36382 272143 12/282016 100188 GACKSTETTER,PAMELA 41.04 NOV/DEC MILEAGE-GACKSTETTER 301814 20161208 10156277 MILEAGE/AUTO ALLOWANCE CITY CLERK/ElSNS R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12282016 1633:03 Council Check Register by GL Page- 13 Council Check Register by Invoice&Smnmaty 1224/2016 - 1/3/2017 Check# Duh Amount Supplier/Explanation PO Doc No Inv No Account No Subledger Account Description Business Unit 272143 12282 70 016 0188 GACKSTETTER,PAMELA Confinued... 41.04 272144 1228/2016 100217 GRAINGER 56:54 HOSE REEL REPAIR&REPLACEMENT 301791 9298369753 1340 6266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC 56.54 272145 1228/2016 100827 GRAPE BEGINNINGS INC 18.00 FREIGHT41 00032379 301904 13936 - 5015.6550 FREIGHT ON RESALE MDSE LIQUOR 01 STOCK PURCHASES 46400 WINE41 00032379 301904 13936 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 18.00 FREIGHT#3 00032379 301906 13937 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 464.00 WINE#3 00032379 301906 13937 5085.6520 WINE LIQUOR 03 STOCK PURCHASES 9.00 FREIGHT#2 00032379 301905 13938 50556550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 232.00 WINE#2 00032379 301905 13938 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.205.00 272146 12/28/2016 137429 GREEN,RORI 58.18 US REFUND 160 REDWOOD DR 301869 20161222D 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 58.18 272147 1228/2016 118971 HAMLINE UNIVERSITY 1,475.00 APWA LEADERSHIP ACAD-ZIMMERMAN 301726 20161221 5315.6275 SCHOOLS/CONFERENCES/EXPLOCAL WATER TRAINING/SCHOOL/MEETINGS 1,475.00 272148 12/28/2016 121738 HENNEPIN TECHNICAL COLLEGE 595.00 FORCE ON FORCE INSTR-TIETZ 301871 20161227A 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 595.00 FORCE ON FORCE INSTR-DAHLSTROM 301871 20161227A 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 1,190.00 272149 1228/2016 100231 HOHENSTEINS INC 57.00- CMBEER42 00005574 301933 216627 5055.6530 BEER LIQUOR 92 STOCK PURCHASES 402.00 BEER93 00005574 301936 864272 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 173.00 BEER#2 00005574 301932 864273 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 502.00 BEER#I 00005574 301929 864274 5015.6530 BEER LIQUOR#I STOCK PURCHASES 42.00 BEER41 00005574 301928 864672 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 564.00 BEER#2 00005574 301934 865557 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 2900 TAX#1 00005574 301930 865558 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1,629.45 BEER#1 00005574 301930 865558 5015.6530 BEER LIQUOR 41 STOCK PURCHASES 1,218.00 BEER#3 00005574 301937 865892 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 281.00 BEER#3 00005574 301938 866624 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 411.00 BEER#2 00005574 301935 866972 5055.6530 BEER LIQUOR#2 STOCK PURCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/28/2016 16:33:03 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 12124/2016 — 1/32017 Cheek# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272149 12282016 100231 HOHENSTEINS INC Continued... 1,276.00 BEER41 00005574 301931 866873 5015.6530 BEER LIQUOR#I STOCK PURCHASES 93750 BEER#3 00005574 301939 866887 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 7,40795 272150 1228/2016 144088 INDEED BREWING CO 209.70 BEER#1 00051420 301927 46450 50156530 BEER LIQUOR 01 STOCK PURCHASES 209.70 272151 12/28/2016 116698 INSIGHT PUBLIC SECTOR 24792 COMPUTER COMPONENTS 301702 1100510500 10306211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 523.30 RUGGED LAPTOP(1) 301763 1100510501 10306725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 771.22 272152 12/28/2016 144447 IRRIGATION-CITY INC 288.44 IRRIGATION REPAIRS 301804 11245 2027.6810 2015103G CONSTRUCTION IN PROGRESS ROAD ESCROW 299.49 IRRIGATION REPAIRS 301802 11246 2027,6810 2015103G CONSTRUCTION M PROGRESS ROAD ESCROW 30164 IRRIGATION REPAIRS 301803 11247 2027.6810 2015103G CONSTRUCTION M PROGRESS ROAD ESCROW 39045 IRRIGATION REPAIRS 301805 11249 2027 6810 2015103G CONSTRUCTION IN PROGRESS ROAD ESCROW 270.00 IRRIGATION REPAIRS 301800 11250 2027.6810 2015103G CONSTRUCTION IN PROGRESS ROAD ESCROW 202.50 IRRIGATION REPAIRS 301801 11253 2027.6810 2015103G CONSTRUCTION M PROGRESS ROAD ESCROW 1,752.52 272153 12/28/2016 100013 J J TAYLOR DISTRIBUTING CO OF MN 268.80 BEER41 00000116 302041 2590326 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 3.00- CMFREIGHT#3 00000116 302050 2609536 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 300 FREIGHT#3 00000116 302050 2609536 50856550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 8460 NOTAX#3 00000116 302050 2609536 50856545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 3,372.51 BEER#3 00000116 302050 2609536 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 52.09- CMBEER#I 00000116 302042 2609540 5015.6530 - BEER LIQUOR#1 STOCK PURCHASES 3.00- CMFREIGHT#1 00000116 302042 2609540 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3.00 FREIGHT#I 00000116 302042 2609540 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 9790 TAX#I 00000116 302042 2609540 50156540 TAXABLE MISC FOR RESALE LIQUOR 91 STOCK PURCHASES 7,522.80 BEER#1 00000116 302042 2609540 50156530 BEER LIQUOR 91 STOCK PURCHASES 74.33- CMBEER42 00000116 302047 2609542 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 302047 2609542 50556550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00 FREIGHT02 00000116 302047 2609542 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1636.70 BEER#2 00000/16 302047 2609542 5055.6530 BEER LIQUOR 92 STOCK PURCHASES 2765- CMBEER42 00000116 302048 2609570 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT92 00000116 302048 2609570 50556550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00 FREIGHT#2 00000116 .302048 2609570 5055 6550 FREIGHT ON RESALE MDSE LIQUOR 42 STO 'RCHASES R55CKR2 LOGISI01 CITY OF APPLE VALLEY 1229/2016 16:33:03 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 12/24/2016 -- 1/32017 Check Date Amoun[ Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272153 1228/2016 100013 J J TAYLOR DISTRIBUTING CO OF MN Coufinued... 1,018.65 BEER#2 00000116 302048 2609570 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 33.30- CMBEER#I 00000116 302043 2609575 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 3.00- CMFREIGHT#1 00000116 302043 2609575 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 3.00 FREIGHT41 00000116 302043 2609575 5015.6550 FREIGHT ON RESALE MDSE LIQUOR 91 STOCK PURCHASES 38.80 NOTAX#I 000001/6 302043 2609575 50156545 NON-TAXABLE MISC FOR RESALE LIQUOR I STOCK PURCHASES 99.60 TAX#I 00000116 302043 2609575 5015.6540 TAXABLE MISC FOR RESALE LIQUOR 41 STOCK PURCHASES 5,621.40 BEER#1 00000116 302043 2609575 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 3.00- CMFREIGHT#3 00000116 302051 2609578 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 3.00 FREIGHT43 00000116 302051 2609578 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 15.49 TAX#3 00000116 302051 2609578 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 39,80 NOTAX#3 00000116 302051 2609578 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 2,556.60 BEER#3 00000116 302051 2609578 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 3.00- CMFREIGHT#I 00000116 302044 2609591 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3.00 FREIGHT#1 00000116 302044 2609591 5015.6550 FREIGHT ON RESALE MDSE LIQUOR 41 STOCK PURCHASES 74.00 BEER#1 00000116 302044 2609591 5015.6530 BEER LIQUOR#I STOCK PURCHASES 3.00- CMFREIGHT#1 00000116 302046 2609592 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 3.00 FREIGHT#1 00000116 302046 2609592 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 85.54 TAX#I 00000116 302046 2609592 50156540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES I IZ60 CMBEER41 00000116 302046 2609592 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 7,731.50 BEER#I 00000116 302046 2609592 5015.6530 BEER LIQUOR#I STOCK PURCHASES 240.80 BEER#1 00000/16 302045 2609596 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 22.62- CMBEER#2 00000116 302049 2627204 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 302049 2627204 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00 FREIGHT#2 00000116 302049 2627204 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3,270.85 BEER#2 00000116 302049 2627204 50556530 BEER LIQUOR 42 STOCK PURCHASES 6.91- CMBEER#3 00000116 302052 2627212 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 3.00- CMFREIGHT43 00000116 302052 2627212 50856550 FREIGHT ON RESALE MDSE LIQUOR 43 STOCK PURCHASES 300 FREIGHT#3 00000116 302052 2627212 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 38.80 NOTAX#3 00000116 302052 2627212 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 46.10 TAX#3 00000116 302052 2627212 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 5,251.00 BEER#3 00000116 302052 2627212 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 39,011.94 272154 12/28/2016 149844 KEEPSAKE CIDERY LLP 13000 BEER#1 00052101 301851 AV112916 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 130.00 BEER#3 00052101 301852 AV312916 5085.6530 BEER LIQUOR 93 STOCK PURCHASES 260.00 272155 12282016 121149 KO,SUWAN 68.23 UB REFUND 13965 GLAZIER CT 301874 20161222F 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE R55CKR2 LOGISIOI CITY OF APPLE VALLEY 12/28/2016 16:33:03 Council Check Register by GL Page- 16 Council Check Register by Invoice&Summary 12/24/2016 - 1/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272155 /2/282016 121149 KO,SIIWAN CoofinOed... 68.23 272156 /228/2016 145429 LURE-TECH&PARTNERS,LLC 115.68 GREASE(TUBES) 301709 868851 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 231.37 GREASE(TUBES) 301709 868851 16306212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 57.84 GREASE(TUBES) 301709 868851 53456212 MOTOR FUELS/OILS WATER EQUIPNEHICLE/MISC MNTC 5784 GREASE(TUBES) 301709 868851 5390,6212 MOTOR FUELS/OILS SWR EQUIPNEHICLE MISC MNTC/RP 462.73 272157 12/28/2016 100021 MAMUNDSONLLP 43.60 TAX#2 00044390 301917 229194 5055.6540 TAXABLE MISC FOR RESALE LIQUOR 92 STOCK PURCHASES 58937 NOTAX#2 00044390 301917 229194 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 632.97 272158 1228/2016 100293 MACQUEEN EQUIPMENT 1,851.99 JETTER PUMP CYLINDERS 301708 P01724 5390.6215 EQUIPMENT-PARTS SWR EQUIP/VEHICLE MISC MNTC/RP 94860 JETTER PUMP CYLINDER 301757 P01725 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/RP 2107 O-RINGS 301365 P01796 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 21.07- O-RING(CREDIT) 300302 P02814 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 2,800.59 272159 12/28/2016 150447 MAGNUSSON,JOHN 6.69 UB REF(IND 13425 GULL CT 301873 20161222G 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 6.69 272160 12/28/2016 100580 MAMA 20.00 MAMA LUNCHEON-LAWELL 301696 2266 1010.6275 SCHOOLS/CONFERENCES/EXP LOCAL ADMINISTRATION 20 00 272161 12/28/2016 122121 MARGRON SKOGLUND WINE IMPORTS 2.25 FREIGHT#1 00046453 301886 20020571 50156550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES - 232.00 WINE#1 00046453 301886 20020571 5015.6520 WINE LIQUOR#I STOCK PURCHASES 234.25 272162 12/282016 100309 MENARDS 339 BOAT TRAILER HITCH COUPLER 301790 9313 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 2.99 FENCE POST REPLACEMENT 301789 9335 1310.6229 GENERAL SUPPLIES FIRETRAINING 125.30 WARMINHOUSE SUPPLIES 301765 9619 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 33.70 SUPPLIES TO MAKE SANDER RACK 301700 9694 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 165.38 R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/28/2016 1633:03 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 12/24/2016 -- 1/32017 Check k Date Amount Supplier/Ezplanation PO N Doc No Inv No Account No Subledger Account Description Business Unit 272162 1228/2016 100309 MENARDS Continued... 272163 12/28/2016 123290 METAL SUPERMARKETS 80.96 METAL FOR TRUCK STANDS 301866 23102SI1001740 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 80.96 272164 12/28/2016 100311 METRO COUNCIL ENVIRONMENTAL SVCS 3,03170- RETAINED%NOVEMBER 301840 20161130 53014999 MISC UTILITY REVENUE WATER A,SEWER FUND REVENUE 303,170.00 SACCOLLECTION NOVEMBER 301840 20161130 5301.4922 SAC COLLECTIONS WATER&SEWER FUND REVENUE 300,138.30 272165 12/28/2016 150441 MIDWEST ELECTRIC 25.74 PARTIAL REFUND AV062185 301796 201612198 1001.4924 ELECTRICAL PERMIT GENERAL FUND REVENUE 25.74 272166 1228/2016 147490 MINNESOTA PUMP WORKS 1,287.00 LIFT 9 REPLACEMENT VALVE 301706 9833 5380.6215 EQUIPMENT-PARTS SEWER LIFT STN REPAIR&MNTC 1,287.00 LIFT REPLACEMENT VALVE 301707 9878 5380.6215 EQUIPMENT-PARTS SEWER LIFT STN REPAIR&MNTC 2,574 00 272167 12/282016 102092 MRPA 575,00 CERTIFIED PLAYGND CERT-LYONS 301870 20161227 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 575.00 CERTIFIED PLAYGRND CERT-GLEWWE 301870 20161227 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 1,150.00 272168 /2282016 128699 MUNICIPAL EMERGENCY SERVICES 376.85 FF TURNOUT BOOTS 301792 IN1089171 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 376.85 272169 12/28/2016 101072 MWOA 20.00 MWOA SECTION MTG-WILLMAN 301868 20161228 5300.1560 PREPAID EXPENSES WATER&SEWER FUND DAL SHEET 20.00 MWOA SECTION MTG-KRINGS 301868 20161228 5300.1560 PREPAID EXPENSES WATER&SEWER FUND BAL SHEET 20.00 MWOA SECTION MTG-JACOBS 301868 20161228 5300.1560 PREPAID EXPENSES WATER&SEWER FUND HAL SHEET 20.00 MWOA SECTION MTG-ZIMMERMAN 301868 20161228 5300.1560 PREPAID EXPENSES WATER&SEWER FUND HAL SHEET 80.00 272170 /228/2016 121052 NEVCO INC 1,230.21 SCOREBOARD REPAIR-HW GYM 301817 161957 1900.6265 REPAIRS-EQUIPMENT AV COMMUNITY CENTER 1,23021 272171 1228/20/6 114052 NOVACARE REHABILITATION CITY OF APPLE VALLEY 12/28/2016 16:33,03 R55CKR2 LOGISI01 Council Check Register by GL pogo- I8 Council Check Register by Invoice&Summary 12/24/2016 -- 1/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272171 12/28/2016 114052 NOVACARE REHABILITATION Confinued... 110.00 NEW HIRE EVAL-HOMME 301793 842044859 1300.6235 CONSULTANT SERVICES FIRE MANAGEMENT 110.00 272172 12/28/2016 100372 PAUSTIS&SONS 125 FREIGHT#I 00001291 301887 8573118 50156550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 17200 LIQ#I 00001291 301887 8573118 50156510 LIQUOR LIQUOR 91 STOCK PURCHASES 125 FREIGHT42 00001291 301889 8573119 50556550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 17200 LIQ92 00001291 301889 8573119 50556510 LIQUOR LIQUOR 02 STOCK PURCHASES 8.75 FREIGHT91 00001291 301888 8573132 50156550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 674.00 WINE#1 00001291 301888 8573132 5015.6520 WINE LIQUOR 41 STOCK PURCHASES 7.50 FREIGHT#3 00001291 30189D 8573391 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 48548 WINE93 00001291 301890 8573391 5085.6520 WINE LIQUOR 43 STOCK PURCHASES 375 FREIGHT41 00001291 301891 8573986 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#I STOCK PURCHASES 31100 WINE#1 00001291 301891 8573986 5015.6520 WINE LIQUOR 91 STOCK PURCHASES 250 FREIGHT#3 00001291 301894 8573991 5085 6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 58L00 WINE#3 00001291 301894 8573991 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 5.00 FREIGHT#2 00001291 301893 8574004 5055.6550 FREIGHT ON RESALE MDSE LIQUOR 92 STOCK PURCHASES 365.95 WINE92 00001291 301893 8574004 50556520 WINE LIQUOR 02 STOCK PURCHASES 18.00- CMWINE43 00001291 301895 8574119CM 50856520 WINE LIQUOR#3 STOCK PURCHASES 7.50 FREIGHT03 00001291 301896 8574255 50856550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 336.00 WINE#3 00001291 301896 8574255 50856520 WINE LIQUOR#3 STOCK PURCHASES 8.75 FREIGHT41 00001291 301892 8574682 5015.6550 FREIGHT ON RESALE MOST LIQUOR#1 STOCK PURCHASES 701.11 WINE#1 00001291 301892 8574682 50156520 WINE LIQUOR#1 STOCK PURCHASES 3,831.79 272173 12/28/2016 100374 PEPSI-COLA COMPANY 15.50- CMTAX#2 00002171 301918 30249109 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 158.00 TAX#2 00002171 301919 30249110 5055 6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 243.00 TAX43 00002171 301920 30249119 50856540 TAXABLE MISC FOR RESALE LIQUOR 43 STOCK PURCHASES 15 63- CMTAX#3 00002171 301921 30249120 5085.6540 TAXABLE MISC FOR RESALE LIQUOR 93 STOCK PURCHASES 369,87 272174 12/28/2016 119682 PLAYPOW ER LT FARMINGTON INC 24,693.00 PARK EQUIP FOR COBB 301698 1400206518 49406399 201616OG OTHER CHARGES 2007 GENERAL PARK IMPROVEMENTS 24,693.00 272175 12/28/2016 142394 POMP'S TIRE SERVICE INC 28.00 DISPOSAL FEE 301711 210262471. 15306240 CLEANING SERVICE/GARBAGE REMOV FLEET&BUILDINGS-CMF 34.00 MISC.SUPPLIES&VALVE STEMS 301711 210262471 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 40000 MOUNT TIRES#319ł 301711 210262471 1630.6265 REPAIRS-EQUIPMENT STREET EQUIPA- "MAINTENANCE R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/28/2016 16:33:03 Council Check Register by GL Page- 19 Council Check Register by Invoice&Sommary 12/24/2016 -- 1/32017 Cheek k Date Amount Supplier/Explanation PO k Doc No Inv No Account No Subledger Account Descri tion P Business Unit 272175 12/28/2016 142394 POMP'S TIRE SERVICE INC Confined... 462.00 272176 12/28/2016 100280 POPP COMMUNICATIONS 4.35 REDWOOD LD ACCESS NOV 301787 992377872 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 1338 AVCC LD ACCESS NOV 301787 992377872 1900.6237 TELEPHONE/PAGERS AV COMMUNITY CENTER 4.35 GOLF LD ACCESS NOV 301787 992377872 51456237 TELEPHONE/PAGERS GOLF SHOP BUILDING MAINTENANCE 4.35 HAYES ARENA LD ACCESS NOV 301787 992377872 52656237 TELEPHONE/PAGERS ARENA 2 BLDG MAINTENANCE-HAYES 8.69 SPORTS ARENA LD ACCESS NOV 301787 992377872 5210.6237 TELEPHONE/PAGERS ARENA I BUILDING MAINTENANCE 4.38 REDWOOD LD ACCESS DEC 301788 992383995 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 13.42 AVCC LD ACCESS DEC 301788 992383995 1900.6237 TELEPHONE/PAGERS AV COMMUNITY CENTER 4.38 GOLF LD ACCESS DEC 301788 992383995 5145.6237 TELEPHONE/PAGERS GOLF SHOP BUILDING MAINTENANCE 4.38 HAYES ARENA LD ACCESS DEC 301788 992383995 5265.6237 TELEPHONE/PAGERS ARENA BLDG MAINTENANCE-HAYES 8.73 SPORTS ARENA LD ACCESS DEC 301788 992383995 5210.6237 TELEPHONE/PAGERS ARENA I BUILDING MAINTENANCE 70.41 272177 1228/2016 100387 POSTMASTER STPAUL 3,364.81 REC MAIL CITY NEWSLETTERS 301713 20161221 1700.6238 POSTAGMPS/FEDEX PARK&RECREATION MANAGEMENT 3,364.81 272178 12/28/2016 112753 PRICE,KATHY JO 149.05 K.PRICE-MTG AND MILEAGE REIMB 301811 2016/202 1020.6275 SCHOOLS/CONFERENCES/EXP LOCAL HUMANRESOURCES 149.05 272179 12/28/2016 147455 PROGRESSIVE CONSULTING ENGINEERS INC 1,308.75 2015 UTILITY RATE STUDY 301813 1402515A 5305.6235 2015112G CONSULTANT SERVICES WATER MGMT/REPORT/DATA ENTRY 1,308.75 2015 UTILITY RATE STUDY 301813 1402515A 5365.6235 2015112G CONSULTANT SERVICES SEWER MGMT/REPORTS/DATA ENTRY 2,617 50 272180 12/28/2016 122110 REINDERS INC 1,859.00 0-0-51 FEET 301816 304366400 1715 6213 FERTILIZER PARK ATHLETIC FIELD MAINTENANC 1,859.00 272181 1228/20/6 100042 ROTARY CLUB OFAPPLE VALLEY 60.00 ROTARY DUES-3RD QTR 301864 1259 1010.6280 DUES&SUBSCRIPTIONS ADMINISTRATION 197.50 ROTARY MEALS 301864 1259 1010.6275 SCHOOLS/CONFERENCES/EXP LOCAL ADMINISTRATION 60:00 ROTARY DUES4TH QTR 301865 1337 1010.6280 DUES&SUBSCRIPTIONS ADMINISTRATION 137.50 ROTARY MEALS 301865 1337 1010.6275 SCHOOLS/CONFERENCES/EXP LOCAL ADMINISTRATION 455.00 272182 1228/20/6 142513 SEDWICK,KRYSTAL CITY OF APPLE VALLEY 12/28/2016 16:33:03 R55CKR2 LOGISI01 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 1224/2016 -- 1/3/2017 Check 4 Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 272182 12/282016 142513 SEDWICK,KRYSTAL Confinued... 78.84 OC-DEC MILEAGE-SEDWICK 301837 20161205 5105.6277 MILEAGE/AUTO ALLOWANCE GOLF MANAGEMENT 78.84 272183 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1228/2016 137819 SOUTH SHORE DEVELOPMENT,INC. 59800000 METCOUNCILGRANT COBBLESTONE 301812 20161221 49406399 201616OG OTHER CHARGES 2007 GENERAL PARK IMPROVEMENTS 598,000.00 272190 12282016 100524 SOUTHERN\VINE&SPIRITS OF MN LLC 21624 LIQ#1 00050756 301941 1481534 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 6,504.73 LIQ91 00050756 301942 1481535 5015.6510 LIQUOR LIQUOR#I STOCK PURCHASES 556.00 WINE#1 00050756 301951 1481536 5015.6520 WINE LIQUOR#I STOCK PURCHASES 4,520.80 LIQ92 00050756 301957 1481537 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 12400 WINE92 00050756 301963 1481538 50556520 WINE LIQUOR 92 STOCK PURCHASES 6,020.70 LIQ#3 00050756 301969 1481572 5085.6510 LIQUOR LIQUOR 43 STOCK PURCHASES 4,756.12 WINE#3 00050756 301977 1481573 5085.6520 WINE LIQUOR#3 STOC-""IRCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 12/28/2016 16:33:03 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 1224/2016 -- 1/3/2017 Check Date Amount Supplier/Explanation PO# Doc No Inv 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20170101 5000.1560 PREPAID EXPENSES LIQUOR BALANCE SHEET 2,902.66 LIQI TAX ESCROW-JAN 301916 20170101 5000.1560 PREPAID EXPENSES LIQUOR BALANCE SHEET 11,000.00 LIQI LEASE-JAN 301916 20170101 5000.1560 PREPAID EXPENSES LIQUOR BALANCE SHEET 15,514.50 272195 1228/20/6 100839 VALLEY-RICH COMPANY INC 3,188.08 CLEAN OUT I/I REPAIR 301756 23542 5375.6269 REPAIRS-OTHER SEWER MAINTENANCE AND REPAIR 3,188.08 272196 12/28/2016 124464 VALLEYWOODGOLFCOURSE 78.02 CO2 SYSTEM RENTAL 301766 2076206 5120.6310 RENTAL EXPENSE GOLF KITCHEN 78.02 272197 12/2820/6 100498 VIKING INDUSTRIAL CENTER 1,71386 SAFETY CONES 301755 3095783 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 141.33 TRUCK FIRST AID KITS 301836 3096812 53456229 GENERAL SUPPLIES WATER EQUIP/VEHICLE/MISC MNTC 1,855.19 272198 12282016 122010 VINOCOPIA 5.00 FREIGHT#1 00046257 302032 167776 5015.6550 FREIGHT ON RESALE MUSE LIQUOR 01 STOCK PURCHASES 11200 WINE#1 00046257 302032 167776 50156520 WINE LIQUOR 91 STOCK PURCHASES 16.50 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00046257 302040 169359 5085.6550 FREIGHT ON RESALE MDSE LIQUOR 93 STOCK PURCHASES 11200 LIQ93 00046257 302040 169359 508565/0 LIQUOR LIQUOR#3 STOCK PURCHASES 4,556.50 272199 1228/2016 150207 WATSON COMPANY 125.49 HAYES CONCESSION PRODUCT 301767 871854 5260.6540 TAXABLE MISC FOR RESALE ARENA2 MANAGEMENT-HAYES 125.50 AVSACONCESSION PRODUCT 301767 871854 5205.6540 TAXABLE MISC FOR RESALE ARENA I MANAGEMENT 250.99 272200 1228/20/6 150451 WILLIAMS,KELLER 26.68 UB REFUND 14714 EMBRY PATH 301878 20161222E 53014997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 26.68 272201 /2/282016 137143 2 WINES 5,00 FREIGHT#3 00049968 301898 17591 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 15500 WINE#3 00049968 301898 17591 50856520 WINE LIQUOR#3 STOCK PURCHASES 16000 20161242 12/30/2016 148015 EMPOWER 90000 MN DCP-PLAN#650251 301822 1228169592311 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING HAL SHEET 900.00 2016/243 12/30/2016 148869 EMPOWER(HCSP) 17.70 POLICE HCSP FUNDING-COMP 301824 1228169592313 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 119.88 SERGEANT HCSP FUNDING-COMP 301824 1228169592313 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 250.26 SERGEANT HCSP FUNDING-GROSS WA 301824 1228169592313 9000,2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,207.83 POLICE HCSPFUNDING-GROSS WAGE 301824 1228169592313 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,53347 POLICE HCSP FUNDING-ANNUAL LEA 301824 1228169592313 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/28/2016 16:33:03 Cmmcil Check Register by GL Page- 24 Council Check Register by Invoice&Summary 12/24/2016 — 1/3/2017 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20161243 12/30/2016 148869 EMPOWER(HCSP) Continued... 1.75 ADI FOR CONTRIB TAKEN 1N ERROR 301912 20161228 9000 2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 3,130.89 20161244 12/3020/6 100392 PUBLIC EMPLOYEES RETIREMENT ASSOCIATION 47,180.60 EMPLOYEE SHARE PERA 301825 122816959232 90002114 ACCRUEDPERA PAYROLL CLEARING BAL SHEET 61,484.77 CITY SHARE PERA 301825 122816959232 9000.2114 ACCRUEDPERA PAYROLL CLEARING BAL SHEET 37.80 ADJ FOR CONTRIB TAKEN IN ERROR 301913 20161228 90002114 ACCRUEDPERA PAYROLL CLEARING BAL SHEET 108,703.17 20161245 12/30/2016 148841 SELECTACCOUNT 3,88987 HSA EMPLOYEE FUNDING 301823 1228169592312 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET 889 87 20161246 12/29/2016 148841 SELECTACCOUNT 99.75 FLEX SPENDING DAYCARE-2016 301914 38324765 90002119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 67000 FLEX SPENDING MEDICAL-2016 301914 38324765 90002119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 769,75 20161247 12/302016 100455 AFFINITY PLUS FEDERAL CREDIT UNION 1,195.00 301826 122816959233 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,195 00 20161248 12/30/2016 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT 28,462.53 ICMA-PLAN#301171 301820 122816959231 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 28,462.53 20/61249 12/30/2016 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 1,216.00 ROTH IRA-PLAN#705481 301832 122816959239 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,21E 00 20/70101 1/3/2017 102664 ANCHORBANK 8,82453 EMPLOYEE MEDICARE 301830 122816959237 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 8.824.53 CITY SHARE MEDICARE 301830 122816959237 9000.2111 ACCRUED FEDERALTICA PAYROLL CLEARING BAL SHEET 26,027.85 EMPLOYEE FICA 301830 122816959237 9000.2111 ACCRUED FEDERALTICA PAYROLL CLEARING BAL SHEET 26,027.85 CITY SHARE FICA 301830 122816959237 9000 2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 70,451.26 FEDERAL TAXES PR 301830 122816959237 900021/1 ACCRUED FEDERAL/FICA - PAYROLL CLEARING BAL SHEET 140,156.02 20170102 1/22017 100657 MNDEPTOFREVENUE 27.64769 STATE TAX WITHHOLDING 301828 122816959235 90002112 ACCRUED STATE W/H PAYROLL CLEAPT"^BAL SHEET R55CKR2 LOGISI01 CITY OF APPLE VALLEY 12/28/2016 16:33:03 Council Check Register by GL Page- 25 Council Check Register by Invoice Rc Summary 12/24/2016 -- 1/3/2017 Check 9 Date Amount Supplier/Explanation PO# Doc No Inv No Account No Suhledger Account Description 20/70102 12/2017 100657 MN DEPT OFREVENUE Business Unit 27,647.69 Continued... 1,797,256.34 Grand Total Payment lnstmreat Totals `760�� Checks 1228,380.91 EFT Payments 316,070.92 I � MI'ACH Payment 252,804.5I v 7/ Total Payments 1,797,256.34 R55CKS2 LOGIS100 CITY OF APPLE VALLEY 12/28/2016 16:33:09 Note: Payment amount may not reflect the acNal amount due to data sequencing and/or data selection. Council Check Summary Page- 1 1224/2016 - 1/3/2017 Company Amount OI000 GENERALFUND 111638.95 02025 ROAD ESCROW FUND 104,865.98 02090 14200 CEDAR AVE-OLD CITY HALL 332.88 03210 EDA OPERATIONS FUND 10.54- 04935 2007 PARK BOND FUND 626,288.00 05000 LIQUOR FUND 220,640.04 05100 GOLFFUND 34,39644 05200 ARENAFUND 8,878.57 05300 WATER&SEWER FUND 324,614.20 05500 STORM DRAINAGE UTILITY FUND 4,544.10 05600 CEMETERY FUND LEVEL PROGRAM 1,213.27 05800 STREET LIGHT UTIL FUND 13,781,08 07200 RISK MANAGEMENT/INSURANCE FUND 375.00 07400 VERF-POLICE 27,284.95 09000 PAYROLL CLEARING FUND 316,413.42 Repon Totals 1.792256.34 0000: ITEM: 5.A. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Regular Agenda Description: Adopt Resolution Approving Conditional Use Permit for 87 Ft. Tall Wireless Communications Monopole at Christ Church (12925 Johnny Cake Ridge Road) Staff Contact: Department/ Division: Alex Sharpe, Planner and Economic Development Spec. Community Development Department Applicant: Project Number: Verizon Wireless and Christ Church PC16-40-C Applicant Date: 10/7/2016 60 Days: 12/5/2016 11120 Days: 2/3/2017 ACTION REQUESTED: Adopt Resolution approving Conditional Use Permit for 87' tall wireless communications monopole at Christ Church(12925 Johnny Cake Ridge Road). SUMMARY: Verizon Wireless has applied to amend the Conditional Use Permit (CUP) at 12925 Johnny Cake Ridge Road (Christ Church) for an 87'tall Wireless Communication Tower (cell tower). In 2010 Clearwire wireless applied for, and was approved for a 90' tower on the eastern portion of the lot. As such, staff is recommending that the City amend the prior approval, rather than rescind the CUP. Conditions from the prior resolution that apply have been brought forward. The property is zoned "P" Institutional, which conditionally permits cell towers. Conditional uses are permitted within a zone, with standard and site specific conditions. By state law these conditions must be reasonable to the site to mitigate any adverse impacts. If the applicant is able to address these conditions the use is permitted within the zone. The location of the approved CUP is on the eastern portion of the lot, and was incorporated into a parking lot light pole. The proposed location is on the western portion of the property, behind the church building. The communication tower will include construction of an equipment platform and a generator in a 25'x 46' area, surrounded by an 8' tall cedar fence. The tower is incorporating stealth technologies, allowing for a sleeker and less visually impacting appearance. Typical cell towers are constructed with 6'-8' antenna arrays which extend from the cell pole. The initial proposal at this site was to construct a more standard cell tower. City code requires the use of stealth technologies to address concerns over the visual impact of the cell tower. Site setbacks are based upon an engineered "breakpoint" in the cell tower. In the unlikely event the tower were to experience a failure the breakpoint ensures that the tower will fold in upon itself, rather than tip onto adjacent properties. Due to this breakpoint all setbacks are able to be met, and all adjacent structures are outside of any fall zone. City Code requires that cell tower applications provide evidence on the need for an additional tower and why co-location on adjacent towers is not a viable option. Verizon Wireless has provided a letter which details the need, and that the service area is primarily the Minnesota Zoo. The coverage maps provided display that this area is in a poor service coverage area, which has been confirmed by an independent consultant the City hired. Consultant Review Due to concerns by the community after the public hearing the City contracted a communications consultant, Garrett Lysiak, P.E. of Owl Engineering. Owl Engineering was contracted to work on the Clearwire Cell tower approved in 2010 to determine the need at that time. Since that time cell technology and demand has increased. Upon review of Verizon's application Mr. Lysiak has provided the following findings: 1. The Zoning Code Requirement for demonstration of the need for an additional cell tower is met. 2. No existing towers or tall structures within one mile would be able to provide the required coverage or eliminate the coverage gaps. 3. There is no evidence that the new cell tower will cause interference to the present frequencies or any public safety or City communications equipment. 4. There is not a demonstrated radio frequency (RF) radiation hazard to the general public. 5. The tower will accommodate one additional communication system and is in complicance with all structural requirements of the ordinance. BACKGROUND: The Planning Commission reviewed this item at their meeting of January 4, 2016. They voted unanimously to recommend approval. The principal purpose of this cell tower is to address the increased use of data on cell phones. As mobile data usage increases, the demand on the network will require additional towers. Due to this increased demand, staff anticipates additional applications for cell tower installations throughout the community. BUDGET IMPACT: N/A ATTACHMENTS: Resolution Map Background Material Site Plan Background Material Applicant Letter Background Material Presentation CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION APPROVING A CONDITIONAL USE PERMITAMENDMENT FOR A 87 FOOT TALLWIRELESS COMMUNICATION TOWER AT CHRIST CHURCH(12925 JOHNNY CAKE RIDGE ROAD) AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that a wireless communication tower as regulated in Section 155.248 of the city code may be allowed within the confines of an Institutional zoning district and in accordance with specific performance standards, as a conditional use; and WHEREAS, The property is legally described as Lot 1, Block 1, Christ Church,Dakota County,Minnesota; and WHEREAS, a conditional use permit for a wireless communication tower has been issued to this property through Resolution No. 2010-131; and WHEREAS, all conditions, site plans, and approvals in Resolution No. 2010-131 a hereby amended, all conditions set forth in the this resolution shall apply to the afore mentioned property; and WHEREAS, approval of a Conditional Use Permit amendment for a wireless communication tower has been requested by Christ Church and Verizon; and WHEREAS,review of such Conditional Use Permit request to determine its conformance with the applicable regulations and performance standards has occurred at a public hearing held on- November 2,2016; and WHEREAS,the Apple Valley Planning Commission recommended approval of such Conditional Use Permit subject to certain conditions on January 4,2017: and NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County,Minnesota,that a Conditional Use Permit for a Wireless Communication tower within a Institutional zone be approved subject to compliance with all applicable City codes and standards, and the following conditions: 1. The Conditional Use Permit shall apply to property located at 12925 Johnny Cake Ridge Road, legally described at Lot 1,Block 1, CHRIST CHURCH. 2. All conditions and findings approved in Resolution No. 2010-131 shall hereby be amended; the following conditions shall direct apply for the conditional use. 3. The wireless communication tower shall be constructed in accordance with the site plan(sheet A-1), and the elevation plant(sheet T-1) and Landscape plan (sheet A-1.2) dated October 11, 2016. 4. The antennas shall be flush mounted to the communication tower in accordance with the elevation plan(sheet T-1) dated October 11,2016. 5. The telecommunication service applicant shall provide verification of written final authorization/agreement with the landowner for the placement of the communication tower on the property prior to issuance of a building permit. 6. A nursery bid list shall be submitted that confirms that the value of landscape plantings meets or exceeds 2.5% of the value of the construction of the communications tower per city ordinance. 7. The landscape plan dated October 11, 2016 (sheet A-1.2) shall be revised to replace the 8' Colorado Blue Spruce with 8' Black Hills Spruce. 8. Tower construction,maintenance,and operation shall comply with the communications tower requirements set forth in the City code, Section 155.385. 9. The cedar fencing and equipment platform shall be maintained to prevent visual deterioration. 10.Construction plans which are certified by a qualified and licensed professional engineer to be in conformance with: the latest structural standards: acceptable engineering methods and practices and the National Electrical code; designed in all aspects to accommodate both the operator's antenna and on additional user shall be provided prior to the issuance of a building permit. 11.The conditional use permit may be revoked upon any violation of City Code,the conditions set forth in this permit, or any applicable federal or state law or regulation. 12.A building and electrical permit shall be obtained from the Building Inspections Department prior to any construction on the site. ADOPTED this 12th day of January,2017. Mary Hamann-Roland,Mayor 2 ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela 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 January 12, 2017, the original of which is in my possession, dated this 12th day of January, 2017 . Pamela J. Gackstetter, City Clerk 3 r El p � FALCON DR e - - _ I�IIMCpNDREW5R0.. . FALCON RIDGETRL 4#` d rpt a t M \ 130TH ST- � g ' W y: U Q L ER 131ST STREE ug p t - LL" YO ..:, -,• • 131' . O� � .. 11 • I I 1 1 ed. IIS J 9lO� El 011 O� Y � j i i FALCON - / D NIGANDREWS R J CD 0 0 fr❑ w P - - w Y Q FALCON RIDGE TRL v z / \ R3 r NCH VV AY R-3 '3 130TH ST R-3 r_ w IU w > R x o w O / 131STSTW a - IU f 3 00/ N U) w LL 0� T W SITE W 132ND ST W Z 7G o a o w -3 12925 Johnny Cake Ridge Road Apple , (Christ Church) , N ao J S a d ZONING MAP 12925 Johnny Cake Ridge Road (Christ Church) Wireless Communication Tower CUP PROJECT REVIEW Existing Conditions Property Location: 12925 Johnny Cake Ridge Road Legal Description: Lot 1,Block 1,Christ Church Comprehensive Plan INS-Institutional Designation Zoning P-Institutional Classification Existing Platting Platted Current Land Use Church Size: 278,999 sq.ft. Topography: Mostly Flat with small elevation changes to the south Existing Vegetation Turf Other Significant N/A Natural Features Adjacent NORTH Properties/Land Comprehensive Plan LD-Low Density Residential 0-6 units/acre) Uses Zoning/Land Use M-3 Multiple Family 3-6 units/acre SOUTH Comprehensive Plan LD-Low Density Residential(0-6 units/acre) Zoning/Land Use R-3 Single Family 11,000 s.f. EAST Comprehensive Plan INS-Institutional Zoning/Land Use P-Institutional WEST Comprehensive Plan INS-Institutional Zoning/Land Use P-Institutional Comprehensive Plan: The use is consistent with the Comprehensive Plan. ZoninS: The cell tower is being designed to have a break point at half of the tower height. The break point causes the tower to fold upon itself in the event of a catastrophic event. Due to this, the tower is able to meet all applicable setbacks and is unable to fall on a neighboring property structures. A cell tower use is conditionally permitted within the Institutional zone. The applicant has included a letter which addresses all of the provisions of the zoning code and how the tower is in compliance with these provisions. Conditional uses are those activities that the zoning ordinance permits if certain conditions set forth in the city ordinances are met. It is difficult for a city to deny a CUP if an applicant satisfies all the conditions. Preliminary/Final Plat: The property has been final platted previously. Site Plan: The site plan places the cell tower on the western portion of the property behind the church structure. An 8' tall, 25' x 46' cedar fenced enclosure will house the ground equipment for the cell tower. This equipment includes a steel platform which will house 4 equipment cabinets,the cell tower,and a generator. An additional easement which will include utilities such as electric and gas for the cell tower runs parallel to the southern property line. This easement area has been shifted from initial submissions to reduce the potential impact with existing old growth trees. Grading Plan: There will be minimal site grading associated with this project which will not impact any neighboring properties. Elevation Drawings: The elevation drawings show an 87' monopole cell tower and an 8' cedar fenced enclosure. The applicant has supplied renderings of the visibility of the cell tower from the north, south and east. Due to the potential impact on the properties from the south staff has requested a rendering from the southern property line which will be available at a future Planning Commission meeting. Landscape Plan: City code requires 2.5% of the total cost to construct the project be put towards landscaping. The applicant has updated the landscaping plan to screen the adjacent residential from the base of the cell tower and equipment area. The proposed landscaping is 8' tall Blue Spruce. The Natural Resource Coordinator has stated that this species should be changed to Black Hills Spruce, as it survives better in the northern climates. Availability of Municipal Utilities: There are adequate electric and gas utilities to serve this installment. There are additional easements proposed along the southern property line to serve the tower. Street Classifications/Access/Circulation: Johnny Cake Ridge Road is a classified as a Major Collector; McAndrews Road is a Minor Expander. Additional traffic is not anticipated with this application. Pedestrian Access: There is no change to the pedestrian access of the site. Public Safety Issues: The cell tower will be designed to prevent access, and in such a way that it is difficult to climb. The cell tower is being designed to have a break point at the half way point, which causes the tower to fold upon itself in the event of a catastrophic event. Due to this break point the tower is able to meet all applicable setbacks and is unable to fall on an neighboring property structures. Lighting Plan/Photometric Plan: Additional site lighting is not proposed with this application. All lights associated with the cell tower shall meet the zoning code,or be in place for public health and safety. Recreation Issues: Park Dedication is not required as part of a CUP and was paid as part of the Christ Church Addition plat. Signs: No signs will be permitted with this use other than those required for public health and safety. Public Hearing Comments: The Planning Commission asked about the color of the tower to help it blend into the background. The applicant has supplied 3 different color renderings for the Commission to chose from. TOWER ELEVATION DEPARTMENTAL ■ LICENSED APPROVALS ARCHITECT 12427 ave NAME DATEverizon RF ENGINEER MIHAELA OXLEY 03.28.16 OPERATIONS RON SIMMONS 03.28.16 MANAGER MINC JOHNNY CAKE - NEW BUILD CONSTRUCTION �Ql� hereby certify a or hat under mplan, STEVE COLLIN 04.08.16 sped cation or report was ENGINEER 1.) TOWER TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH TOWER MANUFACTURER'S DRAWINGS NOT INCLUDED WITH THIS prepared io me or under my direr supervision and that I am a duly PACKAGE. DISCREPANCIES BETWEEN TOWER DRAWINGS AND registered Architect under ARCHITECTURAL DRAWINGS TO BE REPORTED TO VERIZON WIRELESS the laws of the State of Minnesota. AND THE ARCHITECT IMMEDIATELY. ROBERT J.DAVIS,Reg.No.12427 LESSOR / LICENSOR APPROVAL 2.) TOWER FOUNDATION, PLATFORM FOUNDATION, GENERATOR PROJECT INFORMATION AREA MAP FOUNDATION, AND THE ACCESS DRIVE TO BE EXCAVATED AND SIGNATURE PRINTED NAME DATE CONSTRUCTED IN ACCORDANCE WITH RECOMMENDATIONS AND SPECIFICATIONS OF THE GEOTECHNICAL REPORT WHICH IS NOT SITE NAME: MINC JOHNNY CAKE NORTH EMAIL TY WILLIEMS 06.24.16 INCLUDED IN THIS PACKAGE. DISCREPANCIES BETWEEN THE REPORT signed: BLOOMINGTON AND THE OTHER DOCUMENTS TO BE IMMEDIATELY REPORTED TO VERIZON WIRELESS AND THE ARCHITECT. 04.12.16 SITE ADDRESS: JOHNNY CAKE RIDGE RD LESSOR/LICENSOR: PLEASE CHECK THE APPROPRIATE BOX BELOW Date: APPLE VALLEY,MN 55124 El NO CHANGES. O CHANGES NEEDED. SEE COMMENTS. 3.) CONTRACTOR TO ENSURE TIP OF ANTENNAS DO NOT EXCEED COUNTY: DAKOTA TOWER HEIGHT. DESIGN LATITUDE: N44°45'41.31-(NAD 83) LONGITUDE: W93°11'2190"(NAD 83) W 106th ST 9973 VALLEY VIEW RD. DRAWING BASED ON CONTACTS EDEN PRAIRIE,MN 55344 (952)903-9299 SITE DATA FORM DATED: 03.09.16 WWW.DESIGNIEP.COM LESSOR /LICENSOR: CHRIST CHURCH BUILDING TYPE: IIB 40 12925 JOHNNY CAKE RIDGE ROAD SITE AREA: 46'-0"X 25'-O"=1,150 S.F. APPLE VALLEY,MN 55124 OVERALL STRUCTURE HEIGHT A. TY WILLIEMS (952)237-5544 1108.5'AMSL/87.0'AGL PROPOSED 3'—O" (H) LESSEE: VERIZON WIRELESS ANTENNA TIP HOGHTiI APPLE JOHNNY LIGHTING ROD VALLEY CAKE BLOOMINGTON, BUSH LAKE ROAD 1105.5'AMSL/84.0' verizon RIDGE BLOOMINGTON, )7 55438 ANTENNA CENTERLINE HEIGHT RON REITER(612)720-0052 RD 1101,5'AMSL/80.0'AGL 10801 BUSH LAKE ROAD POWER UTILITY DAKOTA ELECTRIC ASSOCIATION (2) PROPOSEDN 55438 DIRECTIONS FROM BLOOMINGTON RNC: ANTENNAS FLUSH TIP HQGHT� BLOOMINGTON,M(612)720-0052 ISSUE SUMMARY COMPANY CONTACT: 4300 220TH STREET WEST ' L 'AGL FROM NORTH BUSH LAKE RD TURN RIGHT ONTO W 108TH ST/W OLD FARMINGTON,MN 55024 MOUNTED (TYPICAL OF 1095.5AMS /74.0 SHAKOPEE RD AND GO 2.9 MILES.TURN RIGHT ONTO XERXES AVE S, (651)463-6212 EA. PER SECTOR) ANTENNA COMUNE HEIGHT REV. DESCRIPTION SHEET OR DETAIL THEN TURN LEFT ONTO W 106TH ST.AFTER 1.3 MILES,TURN RIGHT TO —SEE DETAIL 3/A-3 1091.5'AMSL/70.0'AGI MERGE ONTO 1-35W S.THEN IN 2.6 MILES,TAKE EXIT 3A TO MERGE PROJECT A ISSUED FOR REVIEW 03.25.16 ALL ONTO MN-13 N,GO 2.7 MILES.TURN RIGHT ONTO CLIFF RD E AND GO 2.7 TELCO UTILITY T.B.D. 20141119028 MILES.TURN RIGHT ONTO JOHNNY CAKE RIDGE RD AND AFTER 2.0 COMPANY CONTACT: LOC.CODE:310274 B ISSUED FOR OWNER APPROVAL 04.12.16 ALL MILES,TURN RIGHT INTO CHRIST CHURCH ENTRANCE,SITE WILL BE AT C ISSUED FOR BID/CONSTRUCTION 10.11.16 ALL THE BACK OF THE BUILDING. D ISSUED FOR BID/CONSTRUCTION 10.24.16 ALL PROPOSED 84'-0" (H) MIN C D ISSUED FOR BID/CONSTRUCTION 10.24.16 ALL ARCHITECT:VICINITY MAP DESIGN 1 OF EDEN PRAIRIE,LLC. MONEDEN VALLEY VIEW ROAD OPOLE TOWER JOHNNY CAKE E ISSUED FOR BID/CONSTRUCTION 11.10.16 ALL EDEN PRAIRIE,MN 55344 (952)903-9299 PROPOSED HYBRID CABLES SHEET INDEX ws RD SURVEYOR: WIDSETH SMITH NOLTING TO BE ROUTED 610 FILLMORE STREET-PO BOX 1028 MCANDRE INSIDE TOWER ALEXANDRIA,MN 56308-1028 SHEET SHEET DESCRIPTION 320-762-8149 PROPOSED EXTERIOR--- 12925 JOHNNY CAKE RIDGE RD ENERATOR ON CONIC. PAD APPLE VALLEY,MN 55124 T-1 PROJECT INFORMATION,TOWER ELEVATION,&SHEET INDEX STRUCTURAL N/A W/ GALV. ICE SHEILD ENGINEER: SHEET CONTENTS: A-1 SITE PLAN,STANDARD DETAIL INDEX AND LANDSCAPE LEGEND PROPOSED EQUIPMENT CONTACTS PLATFORM W/ ISSUE SUMMARY A-1.1 ENLARGED SITE AND GRADING PLAN GEOTECHNICAL T.B.D EXTERIOR CABINETS SHEET INDEX A-1.2 LANDSCAPE PLAN ENGINEER: D SUPPORTING EQUIPMENT DEPARTMENTAL APPROVALS PROPOSED CABLE BRIDGE LESSOR APPROVAL A-2 ENLARGED SITE PLAN SEE SHEET A-4 PROJECT INFORMATION AREA&VICINITY MAPS A-3 ANTENNA AND COAX KEY,ONE LINE DIAGRAM AND ANTENNA MOUNTING DETAIL PROPOSED FENCE GENERAL NOTES A-4 CABLE BRIDGE PLAN, CEDAR FENCE AND MISC.DETAILS -I DRAWN BY: KJM PROPOSED RETAINING WALL DATE: 03-01-16 A-5 OUTLINE SPECIFICATIONS CHECKED BY: CODY B FALCON RIDGE TRAIL GRADE ® TOWER �i G-1 GROUNDING SPECIFICATIONS REV.A 03.25.16 Y NORTH 1021.5' AMSL — O.OAGL REV.B 04.12.16 G-2 GROUNDING PLAN&GROUNDING DETAIL INDEX < REV.C10.11.16 U-1 SITE UTILITY PLAN&NOTES Z REV.D 10.24.16 U_2 ENLARGED SITE UTILITY PLAN&HAND HOLE DETAIL p ELEVATION GRAPHIC SCALE REV.E 11.11.16 SCALE:1"=20'-0" 0 1 10' zo' SURVEY T-1 p��R�(e,1..Dq LICENSED ARCHITECT 12427 . ......... I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J.DAVIS,Reg.No.12427 Signed: 04.12.16 Date: DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE,MIN 55344 (952)903-9299 WWW.DESIGNIEP.COM r 1022--" --AA, 1A M 10 4 1 iFx%r zonN/ I —I I v IIIIIW 1025 _0 ��N'71,yA4H# Ii 10801 BUSH LAKE ROAD BLOOMINGTON,MIN 55438 S TORA4 (612)720-0052 71'-0 1/4" F.O.\ RETAINING WALL LO TO PROPERTY N'Y LN t; Ln PROJECT 20141119028 PROPOSED TREES �� LOC.CODE:310274 SEE SHEET CL \ -\ K vChURCH PEA RIO ELEV. .E,..7 10011001- 1000 2 MIN 6 A`\ JOHNNY CAKE - 11V 11 (D p HiD 1001 o44— 1p35103 11345 12925 JOHNNY CAKE RIDGE RD EXISTING TREES �-1002 APPLE VALLEY,MIN 55124 (TY PICAL) a I-U EXISTING CONCRETE /0 CURB AND GUTTERSHEET CONTENTS: J) SITE PLAN DETAIL INDEX PHOTOS C) 100, DRAWN BY: KJM DATE: 03-01-16 CHECKED BY: CODY B -7 REV.A 03.25.17 REV.B 04.12.16 1005, -7 zz a" REV.C 1 0.11.16 REV.D 10.24.16 GRAPHIC SCALE NORTH REV.E 11.11.16 SITE PLAN ST 31, SCALE: =70'-0" EXISTING DRAINAGE -7 AND UTILITY EASEMENT (�D j- A- -------------------------------------------------------- r 0 /\ EXISTING CONC. CURB O \ AND GUTTER LICENSED 16 \ ARCHITECT \\ 12427 NOTES: �- ,. 707(9 SEE SHEET A-1 AND A-2 FOR NOTES O PO IT \ , 1022 \\ \ `\ \.i\ i. I hereby certify that this plan, \� , A\`.� 2 specification or report was V A A .; f'n prepared by me or under my direct EXISTING \ \ F+ AO A-2 supervision and that I am a duly \ V A 0 Z registered Architect under TREES LINE � 70A V Ai', O � n the laws of the StateMinnesota. Minnesota. ` ROBERT J.DAVIS,Reog.No.12427 023--- bigned:\ PROPOSED FENCE _ O V A \ f� —a 04.12.16 ? 1 Date: 1024 � //// ` EXIST DRIVE INDUS / \ �' NG BITUM j; .v�� DESIGN \ \ I r / \ .1 of / 'piS�O� `\ ,. _-- 9973 VALLEY VIEW RD. EDEN PRAIRIE,MN 55344 f I \`\ _ L / / / / WW .DESI99 1 -------- PROPOSED \ I \\ WWW.DESIGNIEP.COM PROPOSED GENERATOR ,I t o, . I � I CD I R1 EXISTING RETAINING WALL PROPOSED MU RETAINING ►+ 1 O _= I C LNG WALL I W --� � � � I / PROPOSED LANDSCAPING verizonN/ I � x 1 1 1 =� / II / EXISTING CONCRETE SLAB 1 1 1 / O I / I - 10801 BUSH LAKE ROAD _-'Uy I / •`r BLOOMINGTON,MN 55438 (612)720-0052 PROPOSED EQUIPMENT PLATFORM 1 1 I 1 d 1 I PROJECT EXISTING 1 I � o+ I ( EXISTING 20141119028 PROPOSED MONOPOLE TOWER I 1 " / / BUILDING \ I 1 \ ' / I LOC.CODE:310274 MINC JOHNNY CAKE 1 1 AV . . � ✓ (PROPOSED BITUMINUS DRNE {� / EXISTING MECHANICAL EQUIPMENT 11 1 `1 . . . . . i EXISTING CONDITION UN� SCALE:NONE 12925 JOHNNY CAKE RIDGE RD APPLE VALLEY,MN 55124 SHEET CONTENTS: EXISTING CUT LAWN I ti.r ENLARGE SITE AND GRADING PLAN J 12!-o• DRAWN BY: KJM O / O1 DATE: 03-01-16 I / 1 CHECKED BY: CODY B O 11 N REV.A 03.25.16 REV.B 04.12.16 REV.C 10.11.16 REV.D 10.24.16 NORTH It O REV.E 11.11.16 EXISTING CONDITION ENLARGED SITE AND GRADING PLAN GRAPHICSCALE 2 SCALE:NONE 1 SCALE:1"=10'-0" 0 5. 1U A-1 . 1 -------------- IIII I LANDSCAPE LEGEND �\ °° -°•°.A // II SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE O rJl MSM II O / % COLORADO BLUE S' (HIGH) LICENSED M M PICEA PUNGENS 11 -M—M A `�/ 12 SPRUCE B&B ARCHITECT a II -M-M- NOTE: SEE 1/A-4 FOR TREE PLANTING DETAIL 12427 / x u M a •. NOTES: SEE SHEET A-1 AND A-2 FOR NOTES ��...� r....... � 2 J PROPOSED BITUMINOUS DRIVE I hereby certify that this plan, EXISTING - specification or report was TREES LINE _ prepared by me or under my direct supervision and that I am a duly 5•. / registered Architect under the laws of the State of Minnesota. _ ROBERT DAVIS,Reg.No.12427 t-- LESSEE EQUIPMENT COMPOUND Signed: 12'-0• 10'-0• 4 04.12.16 (TYPICAL) ICAL) g 5 I Date: EXISTING y / \ BUILDING y:' . .4�4 DESIGN G BITUMINOUS a k s FASTING EXISTING CONDITION 9973 VALLEY VIEW RD. 4SCALE:NONE EDEN PRAIRIE,MN 55344 � '... EXISTING CUT LAWN (952)903-9299 1 I - WWW.DESIGN IEP.COM II 1 3 1 G AC AC AC IL verizon✓ 1 �+ 10801 BUSH LAKE ROAD BLOOMINGTON,MN 55438 (612)720-0052 1 j PROPOSED LANDSCAPING, SEE LANDSCAPE LEGEND PROJECT 20141119028 LOC.CODE:310274 1 EXISTING MIN C BUILDING 1 -L ® JOHNNY CAKE EXISTING CONDITION SCALE:NONE EXISTING TREES (TYPICAL) 12925 JOHNNY CAKE RIDGE RD APPLE VALLEY,MN 55124 - 4 SHEET CONTENTS: PROP LANDSCAPE PLAN Ems" N. 7 DRAWN BY: KJM IF DATE: 03-01-16 CHECKED BY: CODY B \ REV.A 03.25.16 REV.B 04.12.16 INORTH / J REV.C 10.11.16 rLl REV.D 10.24.16 REV.E 11.1 1.16 &LANDSCAPE PLAN GRAPHIC SCALE 2 EXISTING CONDITION CALE:1"=30'-0" 0 1s• 30SCALE:NONE A-1 .2 CONTRACTOR TO COORDINATE PUBLIC AND \\ n'/ NOTE: EXISTING FIRE HYDRANT M— \\\\�� ..�'•�ry�/// PRIVATE UTILITY LOCATES PRIOR TO � CONSTRUCTION START. NOTIFY THE ARCHITECT AND THE VZW CONSTRUCTION ENGINEER EXISTING UNDERGROUND UTILITY LICENSED IMMEDIATELY OF ANY UTILITY LINE ISSUES. ARCHITECT NOTE: PROPOSED ACCESS / UTILITY EASEMENT EXISTING CONCRETE CURB 12427 EQUIPMENT PLATFORM PROVIDED ASSEMBLED �°.a Q� WITH GUARD RAILS, ILC (INTEGRATED LOAD CENTER), CANOPY AND LIGHT FIXTURE. CONTRACTOR TO 4 PROVIDE ADEQUATE LIFTING EQUIPMENT FOR PICKING A_4 PROPOSED BITUMINOUS DRIVE AND SETTING ON FOUNDATION. CMU RETNNING WALL �' y certify not this plan, 2'-G" N 4 specification or report was 5 TYP. prepared by me or under my direct q-2 supervision and that I am a duly A-4 ; / / registered Architect under PROPOSED CMU RETAINING WALL / the laws J.the State of Minnesota. SEE SHEET A-4 ROBERT J.DAVIS,Reg.No.72427 w rn -- �? 1 �' EXISTING BITUMINOUS oI SURFACE Signed: PROPOSED CONCRETE i�o 04.12.16 EXISTING CONDITION PIER (TYPICAL) 4 Date NO SCALE PROPOSED KW '1 f N DESIGN DIESEL GENERATOR m I' ON CONCRETE PAD `- (SEE DTL BK) 9973 VALLEY VIEW D PROPOSED CLEAN — • II / - � `, EDEN PRAIRIE,N 55344 _ / I P (952)903-9299 ROCK WWW.DESIGNIEP.COM GEOTEXTILE FABRIC I I TIMBER EDGE J PROPOSED STEEL II EXISTING WOOD SEE SPECIFICATION I PLATFORM W/ I RETAINING WALL CANOPY ON PROPOSED BOLLARDS 1 CONCRETE PIERS I PROPOSED EQUIPMENT o CABINETS 1 = 0' xWerizonv ° PROPOSED RRU S -- 10 , p PROPOSED ELECT'L I I `! 10801 BUSH LAKE ROAD C=: MOUNTED TO ; o EQUIPMENT 1 I BLOOMINGTON,MN 55438 PLATFORM 4" 0 T-4 (612)720-0052 C2 i i 8'-4" I PROJECT PROPOSED i c 20141119028 DISTRIBUTION BOXES j EXISTING CUT GRASS LOC.CODE:310274 MOUNTED TO . . . I IEXSTING PLATFORM i BULDING MIN C PROPOSED CABLE _, �� s EXISTING CONDITION BRIDGE (SEE A-4) i ° ° . . . o JOHNNY CAKE rn I NO SCALE ° PROPOSED MONOPOLE ° j TOWER - SEE SHEET T-1 PROPOSED FENCE ' 9'-0" II A (SEE 2/A-4) " I 12925 JOHNNY CAKE RIDGE RD 1 16'-0 APPLE VALLEY,MN 55124 ---r-- . li SHEET CONTENTS: -_--_ -___ " I ENLARGED SITE PLAN I' I PROPOSED BOLLARDS o (1) EA. SIDE OF I MECH'L EQUIPMENT A _ j O I 21-5 1/2" / I DRAWN BY: KJM DATE: 03-01-16 25'_O" (LAND SPACE) jEXISTING CHECKED BY: CODY B NOTE: MECH'L EQUIPMENT REV.A 03.25.16 CONTOURS NOT SHOWN FOR CLARITY REV.B 04.12.16/ REV.C 10.11.16 / NORTH REV.D 10.24.16 I _ REV.E 11.11.16 ENLARGED SITE PLAN GRAPHIC SALE / O III EXISTING CONDITION 10 ° :8. 2NO SCALE A-2 4'-0" 1X6 STAINED CEDAR BOARDS, \\ 8'-0" OC MAX 1X6 STAINED CEDAR BOARDS, 2" MAX. SPACING BETWEEN BOARDS ♦♦� .....................L'% 2" MAX. SPACING BETWEEN BOARDS .0�;• ••.°,l�i NOTE: � 2X4 STAINED CEDAR TREES & SHRUBS - GROUND LINE TO BE �� 2 1/2" DIA. - 10' LONG CEDAR 2X4 STAINED CEDAR PLATES PLATE �7° N. THE SAME AS EXISTED AT THE NURSERY. STAKE WITH NOTCHED END LICENSED 4X4 STAINED CEDAR POSTS 4X4 STAINED CEDAR ARCHITECT GARDEN HOSE (7' EXPOSED) - 2 PER TREE. POSTS 8'-0" O.C. MAX. 8'-0" O.C. MAX. FOLD BACK BURLAP FROM 12427 3 GUYS OF 10 GAUGE TOP OF BALL PARTIAL PLAN 8" DIA CONC. PIER FOOTING 8" DIA CONC. PIER FOOTING i °• e, TWISTED WIRE 120' s� ••........... ......: APART AROUND TREE. �� 2" MULCH \♦♦ TURNBUCKLE s GATE PLAN � � BACKFILL WITH TOP SOIL & PEAT MOSS 3:1 RATIO BY VOLUME IN 4" SOIL SAUCER 9" LAYERS. WATER EACH LAYER 4'-0' a UNTIL SETTLED. M 24"x2"x2" STAKE DRIVEN I hereby certify that this plan, specifi ion or report was FLUSH W/ FINISHED GRADE. LOOSEN SUBSOIL 2X4 STAINED CEDAR prepared bcaime or under my direct 2X4 STAINED CEDAR 6 TOP & CAP PLATES supervision and that I am a duly TOP & CAP PLATES I registered under STAINLESS STEEL HEAVY DUTY the laws of the State ofMinnesota. � N 2X4 STAINED CEDAR GATE HINGE (TYP OF 4) ROBERT J.DAVIS,Reg.No.12427 MID PLATE 12" MIN2X4 STAINED CEDAR 1X6 STAINED CEDAR BOARDS,\ BRACING EQUALS TWIC o io BALL DIAMETER 2" MAX. SPACING BETWEEN BOARDS N STAINLESS STEEL GATE LATCH 20 STAINED CEDAR -,,__2X4 STAINED CEDAR Signed: SILL PLATEMID PLATE 04.12.16 PLANTING DETAIL 4X4 STAINED CEDAR 1X6 STAINED CEDAR BOARDS, Date POSTS 8'-0"f— O.C. MAX. 2" MAX. SPACING BETWEEN BOARDS SCALE:1/8"=V O- iv ? 8" DIA CONC. PIER FOOTINGM 2X4 STAINED CEDAR DESIGN FENCE ELEVATION SILL PLATE NOTE16 : ALL CEDAR MATERIALS o TO BE STAINED WITH SHERWIN WILLIAMS 4X4 STAINED CEDAR 4... f.;... z 9973 VALLEY VIEW RD. SSW 3027 DRIfTN000D EXTERIOR GATE ELEVATION I{ � POSTS 6'-0" O.C. MAX. EDEN PRAIRIE,MN 55344 HOUSE STAINS (VERIFY SAMPLE COLOR o (952)903-9299 W/ OWNER) ; 8" DIA CONC. PIER FOOTING WWW.DESIGNlEP.COM NOTE: PROVIDE "HOLD OPEN"AND LATCH OPERABLE FROM BOTH SIDES OF GATE TO ENSURE EGRESS AND PREVENT UNINTENTIONAL DETAINMENT. 2 CEDAR FENCE DETAIL GRAPHIC SCALE verizon✓ SCALE:1/4"=1'-0" _ D 1 2 a 10801 BUSH LAKE ROAD BLOOMINGTON,MN 55438 (612)720-0052 h, RRU'S -SEE --_� DETAIL BOOKLET FOR PROJECT MOUNTING 20141119028 F INFORMATION LOC.CODE:310274 NOTE: iCABLE SUPPORTS REQUIRED AT INTERVALS NOT TO EXCEED 6'-0" WITH 2'-0" MIN C OVERHANG EXTENSIONS NOT TO EXCEED 1'-6" i CEDAR FENCE JOHNNY CAKE CLEAN ROCK 0/ FABRIC CAP UNIT ADHERED TO 8" TIMBER EDGE TOP UNIT W/VERSA-LOK 0 CONCRETE ADHESIVE (E) GRADE t 12925 JOHNNY CAKE RIDGE RD GPS ANTENNA, SEE DETAIL BOOKLET TYPICAL CONSTRUCTION: VERSA-LOK MODULAR / COMPACTED FILL APPLE VALLEY,MN 55124 2" BITUMINOUS TOPPING AMOCO 4545 w CONCRETE UNITS _ t DISTRIBUTION BOXES -SEE SHEET CONTENTS: GEOTEXTILE c OVER 4" ASPHALTIC CONCRETE n DETAIL BOOKLET FOR MOUNTING INFORMATION CLEAN ROCK OVER 6" CLASS 5 OR ROADSTONE BASE I DRAINAGE AGGREGATE CABLE BRIDGE PLAN EDGES DRESSED EDGES DRESSED rn 0/ FABRIC ANTENNA MOUNTING DETAIL MIN. 12:1 SLOPE 1'-0" SEE PLANS 1'-0" MIN. 12:1 SLOPE "' 12 INCH THICK MIN. O FENCE AND GATE DETAIL O GRADE GRADE ' 4 INCH 0 DRAIN PIPE SIDEWALK DETAIL RETAINING WALL DETAIL UNDISTURBED SOIL s, NOTES: ":;; `- :`, •'�, O O —PREPARE SUB—GRADE AND CONSTRUCT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT \\��/�/.� •� DRAWN BY: KJM DATE: 03-01-16 —ANY VARIANCE FROM THIS ROADWAY DESIGN MUST BE SUBMITTED / 1' SANTED 3LEV MINUS GRAVEL CHECKED BY: CODY B O O AND APPROVED PRIOR TO BID 6 11" SAND LEVELING COURSE REV.A 03.25.16 6 INCH THICK MIN. NORTH O -ANY VARIANCE FROM THIS ROADWAY DESIGN MUST BE APPROVED BY THE OWNER AND REV.B 04.12.16 ARCHITECT. ROAD AS DESIGNED WILL HOLD A 20,000 # VEHICLE REV.C 10.11.16 REV.D 10.24.16 3 CABLE BRIDGE PLAN GRAPHIC SCALE DRIVE DETAIL RETAINING WALL DETAIL REV.E 11.11.16 SCALE:1/4"=1'-0" o z a' &�A�C�CESS 1/4"=1'-0" 5 SCALE: -0" A-4 GROUNDING DETAIL INDEXJ.DA/L'% °...°.rte DETAIL DETAIL DESCRIPTION LICENSED PLATFORM 9'-4"X 14'-0"PLATFORM W/CANOPY GROUNDING ELEVATIONS ARCHITECT 11.1 TEST WELL DETAIL GROUND RING&ROD DETAIL 12427 11.3 REBAR GROUNDING DETAIL �i/9<, p• `� • ........... 777____ 11.4 CONDUIT DETAIL 11.5 TYPICAL GROUNDING CABLE BRIDGE DETAIL 190 GtF 40 RBR i© /--. © �I 11.6 TYPICAL TOWER GROUNDING DETAIL 12.1 H-FRAME DETAIL(SINGLE POST OPTION) I hereby certify that this plan, GEN I specification or report was prepared byme or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J.DAVIS,Reg.No.12427 14 oef: 10 BI—DIRECTIONALS I I _© 6 RBR © BI—DIRECTIONALS Signed: RB —��ILC TEL i�—\ I 04.12.16 RBR Date: 6 ❑ ❑ ' Of DESIGN TESTWELLPREFERRED E I I I Iw o LOCATION L J I w ___ N z 9973 VALLEY VIEW RD. F — 1 I v < EDEN PRAIRIE,MN 55344 ❑ I (952)903-9299 w o WWW.DESIGNlEP.COM RBR -j _ w = y/ L� v © o r--- RBR STP verizonv ST r----� 6 10801 BUSH LAKE ROAD PROPOSED EQUIPMENT CABINETS AND BLOOMINGTON,MN 55438 I I EQUIPMENT TO BE GROUNDED PER s1z)7zo-oo5z J — MANUFACTURERS SPECS AND ©I /❑ MGB( ❑ RBR ATTACHED TO MAIN BUSS BAR / 6 PROJECT RBR i T RBR © JE— 20141119028 6 LOC.CODE:310274 © BI—DIRECTIONALS BI—DIRECTIONAL$ cesCB 6 I TWR MIN C © JOHNNY CAKE ° ° © RBR CBS© 5 TGB o © 0 NOTE: CONTRACTOR SHALL ENSURE THAT EACH 12925 JOHNNY CAKE RIDGE RD WHIP IS ROUTED TO LEAD 1 BY APPLE VALLEY,MN 55124 TWR TWIN THE SHORTEST PATH, AND BENDS SHALL SHEET CONTENTS: NOT BE LESS THAN 12" RADIUS GROUNDING PLAN GROUNDING DETAIL INDEX PREFERRED TEST WELL LOCATION DRAWN BY: KJM DATE: 03-01-16 CHECKED BY: CODY B REV.A 03.25.16 NORTH REV.B 04.12.16 REV.C 10.11.16 GROUNDING PLAN REV D 10.24.16 1SCALE:NONE REV.E 11.11.16 G-2 PROPOSED UNDERGROUND FIBER ROUGHT PROPOSED (APPROXIMATE LOCATION) TRANSFORMER { PROPOSED p l UNDERGROUND CODUR y " W/ UTILITIES -4ft -IOO_rp- -IIiO-IYO-W�-IpY-140 IIC�� wp�u EXISTING CONDITION POWER TYPE: PROPOSED UNDERGROUND(AP (APPROXIMATE LOCATION) 4 NO SCALE 120/240V, SINGLE EXSITNG TRANSFORMER _ PHASE, 200 AMPS s G CONDITION — —____ 1 ___ ' 1. CONTRACTOR TO COORDINATE PUBLIC AND PRIVATE UTIUTY NO SCALE —_=_ ____--- I LOCATES PRIOR TO CONSTRUCTION START. NOTIFY THE _ ARCHITECT AND THE VZW CONSTRUCTION ENGINEER EXISTING CONDITION _ 1 IMMEDIATELY OF ANY UTILITY LINE ISSUES. 2 EXISTING DRAINAGEw NOSCALEAND UTILITY EASEMENT 1 _ 2. EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE — — 1 AND NOT ALL UTILITIES ARE SHOWN. CONTRACTOR IS RESPONSIBLE TO NOT DAMAGE UNDERGROUND UTILITIES AND xxxxxxy✓ ———— LESSEE 15'-0" (WIDE) 1 MUST CONDUCT BOTH PUBLIC AND PRIVATE UTILITY LOCATES UTILITIES /ACCESS RIGHT 11 BEFORE EXCAVATING. OF WAY DESIGN ���- 1 3. CONTRACTOR SHALL RESTORE ALL AREAS, INCLUDING Mme_=��� M ������� 1 1 LANDSCAPE, DISTURBED BY CONSTRUCTION TO v L u ����M ����� < I ' PRE—CONSTRUCTION CONDITIONS. 9973 VALLEY VIEW RD. ��/ EDEN PRAIRIE,MN 55344 �,I.—Y I 4. PROPOSED CONDUIT TO BE 2" DIA SCHEDULE 40, 2" DIA (952)903-9299 1 �������__ �������� SANITgRyMHu 1 SCHEDULE 80 CONDUIT TO BE INSTALLED UNDER A WWW.DESIGNlEP.COM ROADWAY/PARKING LOT OR IF SPECIFIED BY A LAND OWNER _- 3 STORM �e—M� M— �__ �__ jl MH# EXISTING OVERHEAD UTILITY LINE — � ----- } EXISTING , uce�uce_uce_uce -- ����� ���� —_ _ STORMl, 1 ` BUILDING EXISTING UNDERGROUND UTILITIES �b�F a � ����� ����� ---__ _ ver'zon,' 1 \ 1 EXISTING CONCRETE WALK EXISTING(TYPICAL) _ucF ce�u _uc ____- "If�_�_ BLOOMINGTON,M 55438 10801 BUSH LAKE ROAD LESSEE 15'-0" (WIDE) •. TYPICAL UTILITIES /ACCESS RIGHTS 7uGZ. (612)720-0052 � OF WAY , �\11 EXISTING TRANSFORMER � PROPOSED UNDERGROUND PROJECT ELECTRICAL FROM CONDUIT SECONDARY 1 EXISTING UNDERGROUND UTILITIES EXISTING CULVERT c` I U-1 20141119028 1 PROPOSED TRANSFORMER TO 1 GT LOC.CODE:310274 POST MOUNTED METER ` �� `\� \ /EXISTING BITUMINOUS �� � BURIED A MIN. OF 32" DEEP 1 F 1 "I" F PARKING LOT, TYP. I �F MIN C W/ (2) DETECTABLE RIBBONS 1 �w n\ c 1 �w EXISTING SIGN (APPROXIMATELY 112 L.F.) EXISTING CONCRETE I JOHNNY CAKE PROPOSED SINGLE PHASE j1 II 1 CURB AND GUTTER 1 1 TRANSFORMER ON PAD LESSEE SS RIGHT( EXISTING DRAINAGE UTILITIES PROPOSED UNDERGROUND 1 FL� � /ACCAND UTILITY EASEMENT CONDUIT W/ SECONDARY 1 - T� � % c OF WAY 1 10$�NNY CAKE RIDGE RD ELECTRICAL FROM= APPLE VALLEY,MN 55124 -�� uft ♦ c PROPOSED UNDERGROUND FIBER CONDUIT WITH 1 EXISITNG TRANSFORMER TO— _ ��� \ PROPOSED TRANSFORMER � 0 �¢ � � 4 A TRACEABLE WIRE FROM HAND HOLE/PULL BOX 1 —'\ — _ —¢� WITHIN RIGHT OF WAY, TO COMPOUND HAND 1 SHEET CONTENTS: BURIED A MIN. OF 32" DEEP— ,e �e- - k HOLE/PULL BOX BY G.C., MINIMUM OF 42" I SITE UTILITY PLAN W/ (2) DETECTABLE RI LF.) I--___ —� � � _ a. BELOW GRADE W/ 2 DETECTABLE RIBBONS, 1 (APPROXIMATELY 8 L F.) 1 _� ��¢� APPROXIMATELY 900 L.F. 1 ; —__CROPaft =LINE wo _ ��.� DRAWN BY: KJM I -- _ __ -_����—aftmeq°—yoLGA 1 DATE: 03-01-16 _ —oft— � ����� I CHECKED BY: CODY B 1Wo s �\ 1 ' REV.A 03.25.16 2 REV.B 04.12.16 -I I __-_-___ _ _- -- _ �1q, \\ ' U 2 REV.C 10.11.16 I I NORTH I 1 I' 1 EXISTING DRAINAGE 1 I 1 1 \\ \ REV.D 10.24.16 I j j I AND UTILITY EASEMENT I 1 I 1 ----��\ r� REV.E 11.11.16 SITE UTILITY 'PLAN GRAPHIC SCALE SCALE:1"=60'_0" o151 1 ao Iso' 1 1 _ 1 � 1 1 11 l � i III i 1 I POWERTYPE: 120/240V, SINGLE PHASE, 200 AMPS PROPOSED FENCE PROPOSED RETAINING WALL --- ------------------- PROPOSED CLEAN ROCK -- - PROPOSED UNDERGROUND FIBER CONDUIT WITH A TRACEABLE WIRE FROM HAND I o HOLE/PULL BOX TO HOFFMAN BOX BY PROPOSED GENERATOR 11 G.C., MINIMUM OF 42" BELOW GRADE W/ . . . . . . 2 DETECTABLE RIBBONS, APPROX 15 LF PROPOSED UNDERGROUND SECONDARY = / / r ELECTRICAL RUN FROM ILC TO off. GENEBELOW GRADE W/12MDETECTABLE `UM OF 32- tion I �. PROPOSED BOLLARDS/ ,'/ DESIGN RIBBONS, APPROXIMATELY 12 LF --- - - 9973 VALLEY VIEW RD. I PROPOSED 17" X 30" X EDEN PRAIRIE,MN 55344 24" HAND HOLE/PULL (952)903-9299 a'\ I BOX AND UNDERGROUND WWW DESIGNIEP.COM FIBER CONDUIT TO PROPOSED UNDERGROUND HOFFMAN BOX BY G.C. CONDUIT W/ SECONDARY i S i'\k ELECTRICAL RUN FROM METER TO 1 \ 1 ILC BY G.C., MINIMUM OF 32" . . . I PROPOSED PEDESTAL BELOW GRADE W/ 2 DETECTABLE P ° ° g verizonJ PUBLIC RIGHT OF WAY i LESSOR PROPERTY RIBBONS, APPROXIMATELY 20 LF -------- ° ° O 1 MOUNTED METER -SEE 1 DETAIL BOOKLET BLOOMINGTON,M 55438 (612)720-0052 EXISTING PROPERTY UNE NOTE: PROPOSED CONDUIT TO BE 2" DIA I __ __ \ \r/ 1 SCHEDULE 40, 2" DIA SCHEDULE 80 CONDUIT ( IGALV. STEEL PLATFORM W/ TO BE INSTALLED UNDER A ROADWAY/PARKING /\ (EQUIPMENT CABINETS PROJECT 20141119028 ' LOT OR IF SPECIFIED BY A LAND OWNER `'' / LOC.CODE:310274 PROPOSED HAND HOLE/PULL BOX, I 1! 1 LOCATED WITHIN PUBLIC RIGHT OF WAY 3 1 INSTALLED BY DARK FIBER PROVIDER i PROPOSED JUNCTION BOX 1 ° 1 PROPOSE TOWER MIN C WITH INTERNAL GROUND BA ° 1 JOHNNY CAKE PROPOSED 17" X 30" X 24" HAND (PER GROUNDING DETAIL) II ° ° 5 1 y 1 HOLE/PULL BOX, 12" MAX. FROM . . . . . . . ° 1 RIGHT OF WAY. BY G.C. n 1 I F-I PROPOSED ; - 12925 JOHNNY CAKE RIDGE RD EQUIPMENT 1 ____x__------- APPLE VALLEY,MN 55124 ' PROPOSED UNDERGROUND FIBER CONDUIT WITH ---------------- . . . . . . 1 A TRACEABLE WIRE FROM HAND HOLE/PULL BOX {� SHEET CONTENTS: WITHIN PROPERTY, TO COMPOUND HAND \ I ENLARGE LOCATION PLAN g ENLARGED SITE UTILITY PLAN HOLE/PULL BOX BY G.C., MINIMUM OF 42" } BELOW GRADE W/ 2 DETECTABLE RIBBONS. /PROPOSED 17" X 30" X 24" HAND LESSEE LAND SPACE 1 ' HOLE/PULL BOX AND UNDERGROUND FIBER CONDUIT TO JUNCTION BOX BY G.C. ' PROPOSED FIBER DISTRIBUTION PEDESTAL LESSEE UTILITIES RIGHT OF WAY, 15'-0" WIDE MAY BE REQUIRED BY UTILITY PROVIDER \ DRAWN BY: KJM ' PROPOSED UNDERGROUND �; / DATE: 03-01-16 CONDUIT W/ SECONDARY ELECTRICAL CHECKED BY: CODY B PROPOSED HAND HOLE/PULL BOX, ; LOCATED WITHIN PUBLIC RIGHT OF WAY REV.A 03.25.16 ' INSTALLED BY LIT FIBER PROVIDER �i m REV.B 04.12.16 REV.C 10.11.16 NORTH REV.D 10.24.16 PULLBOX LOCATION PLAN GRAPHIC SCALE ENLARGED SITE UTILITY PLAN GRAPHIC SCALE REV.E 11.11.16 1 SCALE:1/8"=1'-0" o a• 2 a' SCALE:1/8"=V-0" 10 a' a H1bON I I�� f----------------�!c---------- SURVEYOR NOTES: � - \�� _ -- SURVEY LEGEND / O / 0- 1013 y' �5i��— `��\ _ ` \\\ \\\\ \V ------------ 1.) Utilities are per observed evidence and ' O - ---`\ \ \\ 1 / \ --____ _ -- GAS UNDERGROUND GAS markings and per GOPHER STATE ONE CALL, \ \ \ ,_ Sr STORM MANHOLE O _ ---- \ .'��01 ti �',' %�'\ _ __ ` ` \\ I I 1 1019 Locate Request Ticket No. 160390641, dated o O �" 15' wide Access &�Utilities�\ \\��� ��°��� ''� `i \�; 'O�a �` °' \ i ' ' -' - - STORM CATCH BASIN oHE OVERHEAD ELECTRIC y p Iv \�� '�5, 1 \\ s ; , I I - - - UGE UNDERGROUND ELECTRIC LOCATING 8 2016 and per HANCE PRIVATE LOCATING SERVICES. 9j_--- Rights of Way \\1 ti 1 , I 1 ELECTRIC METER O _ \I _, , I I o 14„ E UGC UNDERGROUND CABLE TV _-- 20 \ \ ^ \ 1 \\ I 1 uGT UNDERGROUND TELE time when the field work was completed, \ I 2.) Due to snow and ice cover present at the Line A =� \ x\ \ \ \ ��� �- q 1 I I ' ' ° , L roti ELEC LIGHT POLE p s \ \\ 1 1 1 1 I I WATERMAIN i022 1,00 W \.I �� I \ \ \\ \ \ I I I SIGN some utilities and improvements may not 1111111 1 -----------------\ �- �G STORM SEWER have been located. Woods SANITARY MANHOLE 1023 L No° w WOOD FENCE - - --- TREE DECIDUOUS EDGE OF WOODS WATER WELL N LINE I _ QUARTER LINE HYDRANTO,, o 1 - 1025 - Cr\ 1 I j \\ / 1 / \ I I I � �� IIII II I I` \` ac AC UNIT — o — o — CONTROLLED ACCESS I 00 Grass Area 1 \\ i I I\ \ / \\ i \\ \\ 1 1 --- J -------------\ I I I I \ \ 0 40 80 I I ' 1 \ \ RIGHT OF WAY LINE 10 1 k I 1 \ \ \ 1 _ 1<' \ MAILBOX 1027 ------ II 1 \\ \\ `\ \ \� I " \\\I ; - chU�Gh X581 11\ \\ ` \' I 4 "lo„ `, LOT LINE 11 (D \\ \\ \ \ \�� \\ \\ \ `\\ i E�ev.= i i / ti < `o ❑T TELEPHONE PEDESTAL BOUNDARY LINE SCALE ( IN FEET ) _ TV � ; IIII �, \ ❑ CABLE TV PEDESTAL ------------------ EXISTING EASEMENT LINE ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE DAKOTA COUNTY 1 ---------- A \O A v , I I $�4 y iiiii \ \ \ \N 0 . cn ,\ c I 1 4ti _ ` 1 GAS METER BUILDING WALL HATCH 1 p O \ 0 \ \ v P / < , i i i i i COORDINATE SYSTEM NAD83(1996) 25 \ \ I\ ti6\9 H rGh , I I ' , \\ <d ` G i' 1030 - ` \ \ \\ \\ y \\ /\i \ erg Chu I I \ _ _ 1 \ \ \ \ \ \ \ \ / \ \ c9 W \ 1 T� - u�PM \s \r9 ,r I ti < O =� \ \\ \\ \\///\ \\ \ \/ \\ \ / 1 I\ i EQ EX I �{ = DENOTES A FOUND IRON MONUMENTCN CONCRETE SURFACE 1 (D -- 1031 -\ `\ r\\,�\\ \\ \ \I\\ \\ (` \\ \ C5\ 0 \ N 11 1 ti / \ \\\ ° ° N I \ \ C 1 �° 1032 - \ -\ \ \ , (D 1 \ 0 \ \ I \ 1 \ F ,1 �,, ; \ \\\ \\\ \\ '\\ m J \\\ \\ `\ 0. \\\ ;�� `\�� \\;\ 1\\ HSG Ol o *_ IO �. II I PCO "0P o ° \ \\ \ I \ \ \ �`` `\`\ `\ 1 �J' O I I E 1 vN�� G PNO�\�N� of o / \\ 6x°°26 OQ \i / / ,-� \ \ \ \ \ \ \ CO Woods . \--�\ ` \ \ \ ` \ \ \ I \\ \ `\ \ �/\ �, \ \� 0 I , cn ) 0 1 \ \ \ \ � \\ \\ N�> Gc i I / G P�g�\G / \\\ \\\ O W w cn n 1 \ \ \ \ \ \ \ \ \ \ 1 r7 \\ \\ \ \ IIII PG PGPcc ' / z \ \ \ \ \. \ \ vG /// \ \ \ \ \ \ I v \ '0 �\ �� \\ Existing , eC M ,2`0 - `\ se\�e� \' Transformer W U P \g / ` \ Ea \ \,O o c / Ss \ \ \ \ \ `� Point of Be innin of the centerline U \\e Pc a� \ \ e d GN \ \ ` ` ` I Point of Be innin �` \i\ / \\ ar \ \ M ` \ ` bras Area \ ` \ 9 g!��_ \ r T _�u' ----- Beginning G / o ay O \\ a9 uR = \ \ I I /�� F / \� �I`1 Z \ \ \ \ \ \ \ \ \ I \ of the centerline \ y.G�� I o h'\\\ of 20' wide Access & Utilities ,� Gor o� �' `�\ Ora`r5� GN \ o ' \I of 10' wide --�- \ -Rights of WayUG / ,�- R\g� 0- 0? 0 20 40 \ \ \ \ \\\\ \ \ \ `� \\\\ y`Y �/ j\ o� \� -- -Also, Point „ „ `--- , i Pe �5 \\ \/ o -C i o \ \ \ \ \ Access & Utilities - / \ o o Rights of Way --�- - - - - \\ \ \\ \\ \\ \\ \ \`� \� \ Also Point „B„___\`_ \ I -_ _\r ���• Q ------------ \ � ----- \\ `\\ \ - _ __ --___ ' 15' wide Access & Utilities \\ \ 0 M SCALE IN FEET ) \ \\ \ \\ \` �` �` SSS ` I \` '\___ Ti - \ \ --t - - - O /�_ �\ o O I \ \ \I ->t__ -�-o�;_ \, 20 wide Access _��' Rights of Way - _ \ \ \ T \ - -T- // 9 Y `\ O DETAIL ` 10 wide Access & Utilities= - ��\, -'r-----& Utilities = _ _` `\ 0___ O O 1 \ \` \ \` \\ \ \ I - \ - ---- S 24 / \ O 1 O r / 1 S \ \ \ °� \\ \ _ - Line A Rights of a - �-•- Rights of Way - - - - %---- 1 ------------------------- 5 Existing 12" CMP Culvert -� 14' ��{V / / L I 0 1 ' _-- 5 I.E. North= 1010.8 \\ Ln / / / -----------� --------- --- --------- U I.E. South= 1011.4 - -- --- / ----T------- ------- --- ------ -- --------- r--- --- ----- c --------- ----��----- r- ---------�----------- -----� _� 1 \ I \ � � I o --- - -----° \ \ \ \ N89°22 59 E 667.61 1 Bituminous ` II -- 40- 15' wide Access & Utilities ��i `C_ ' // �s \ \ ( \ Existing Curb and Gutter \ 1 ��I I \ ° 0 �,, i , \ \ \ \ i 1 Access \ \ y\ 1 I II \ = Rights is of Way \\ \.� / / o�$ �— \\ \ \ \ \ ��-----I / \----------------------- --- ------1----'----- --n---- --------� c i g y -------- rt----- ----- ----�---- \ ------- >---------- / / - r-- - y� i' -f----^�------ JD--- --- r------ -- , a 7°�3 5� � - \\ `\ ---- \ \ Existing Curb and Gutter `\ \\ \ \\ o UGEr� -� E�� GE -- UG€ �UG� /' 1001 ' _ �` i = N \ ' _ \ 8" \ \ \ \ \ \ I I y G 1 I w \ \ 1 \ \ \ 1 Existing 21" RCP Culvert - r o \ \ "A", .�,,� �r'^\t--`S- 7 'o` I Ir - 1019 \ ` `I \ / 0--/ LineJ Y���,01\ °�3 `\�sl I j I - - \ \\UG� U�E `\ UGE `\ GE UG \ \UGE \ /��' I g O� I I ,' a 1 I \ \ 1.E. North= 998.3\\ 1 I \ / I I ��\ I 14 I \ \ \ \ / 1 n_(� � ''71r i t_ I o > > > > I � � I.E. South= 998.8 1 / �VOO O 1 ��'_- �1 \ ,�\ \ I I I I '\� _ O O o 0 o I t I \ -� 1 1022 __ _ \ ' 1 \I\\ \ \ d \ 1 o I I i \ 11 \ - °� s w w o °� \ cr o I \ UGE / ° 1 Woods .\ 0 11''- .\ \ 0 \ \ ,- VICINITY MAP -- / - x \r9 111 ,\I - \ \\ \\ \ � y I I 1 1023 _ f- I ,\ '�, \ \s w W \ \\ \I \\ \ o \\ No 1 \ _ \000 I E I 1 I I I 1 \�,�� - E �o�r\r9 1 I I I i \ ' 1 12" �° `\ \ Bituminous \\ \\ \ \\ \ i o \\ Existing -jam' i Icw7 A 111 ---- -_ �I (� J\ r1 , 'Re P II II i II I pL O I \ 7� \\ \ \\ \\ \ \\ \ \ \ \ I 1 1 \ Sign 1 i m / I, eok I I III �. G \ \ \ \ \ \ _I 0 - 1QIQ \\1 \ \ r E�ev \J I I I I1 \ \1 _ \ \ \_ \\ `\ \\ \ \ \ \\ \ \\ 1001 ------- -------- ,,- Q 1 1025 - \ 2 \ ` ' y i \ ' - church �o5g IIIIII\\ \� \ \ \\ \\ \\ \ \\ \ \\ \\ \ I 1 i 11 `\ I �\ 1 1 1 x/'11 \ I \\ 1 I a n 1 -\ \ `' 1 I \ \ Parkin 1 \ \ 1 I 1 I 1 \ 1 \ \ - 1027 \ \ `\ \� �\ `\ Ir//i /i, , 10 No \ \\ \ I 1 \ 9 1 - \ \\ I I I \ 1 \ \ + = 1 O j 1 Grass Area\ \\ \ \ \\ \ PC I /III as , SCJa N 6 \\ I I I I \I \ \ 1 \ 1 `\ \ �j3� I 0 I N 1 \ I `� \ \ \ \ I I 4.1 W 1 1030 \ \ \ \ \ \ \ \ \ I \gt\r� t I I I 1 \ 1 p N h. - Ex et1 ° a 16" I I \ 1 \ W > \\ �\ y \� \I \ \\ \\ \ \\ �'/ \ EQ M \ N - 1031 , \ \\ \ cv I USP I I 1 I I I I I \ \ 1 1 \ \ I � _ ° � Co (D Q 1032 \ u \ \ \ \ \ \ o U�Gh `\ \\ 1 I O + V p ch , 1 1 '� 1 1 PID= 01-17260-01-010 1 I U) CO / II \ \ I I I I 1 1 \ I oU � 1 _ \ \ \ I\I \ \ \ � \ � I I I O I I 1 \ \ a� .J` I \ \ \ I X\s \n9 ��6' 1 1 I I 1 I a� � m O � ` \ \ o ° \\I \ \ ` \\ \ \1 fi I 1 1 �. I / I CHRIST CHURCH 1 - °'� _ _U °° \ \ \ o Q y \ \ \ \ \' a I u ", of / / I , / 1 Lot X003 ' ° c n OJ\\ \\\ .� V) W\ \ `\ \X \ \\ FF 10" 1 / �/ , / G / /1 11 ° o ° W z D \I \ \ \ \ \\ \\ \ \r 9 F I , / /1 �� I 1 \ y \ \ \ \\ \ X\s\ rMe� > > / / / / I / / i i I i \ I o L o z Y c W\ ors{O �\ X24 6/ G I ' l l I 00 ° � Q cc —T— \ ^ I r ^ r-- n I — ,,� O \ \ O \ O\ \ \ Z\1 �< I I / •0 �i ( i / , I I I N 0 I i\ i I i -\ I\ I 1 N \ \ m kO / / \ U I %1 i- I \I fi 0 O \\ \ I / / / / / / I I I \ `------ � � N ° U V v o \_, I v (D '� \ \\ h\. 26, (D 2Q �\ \ I vG / ' \ / / / I / I I \ c J Woods 1 0 \ o l - \ G( U , 10r / / I ° m \0. \ \ n / Y� UGE / / / / / / +, 0- r 1 n n - \ `\� _ 10 wide Access & Utilities , / / / 1 Rights of Way 8„ �, rte\ �, , ( , i 'i -- ; `\ ' -- \ oo w a) ---SEE DETAIL --� �11Y��� `�� --L--- - Existing / I I o _. �\ _ \ �0 sr\ 1 I `\ �\ Ln O / 1 \ \S. h 103 �- �1-----�`\\---- 1 \. ` �`�'E / I I I o o ' \ 7 °S ��� 1 I \ V) �J" 1 0 \\�°\ \\ 1 0- `\\ =N�, \_ \��-- - - - 12" Playground 1 1 1 1 o / \ °o 1 I \ o o --� = G \`38\\ \�z; ---- �\ - ---= Point of Beginning of the centerline'\\ \\ ; 1 I 1 I \ ------ -.0 1 I \ w \ \ `\` I\ �0� -------�� 01--� �T�`- \\ \ / j I I 1 I \\ 70, 20' wide Access & Utilities. '-- 1 \ L W li G ; \\ \ \1 36 ------ of 20 wide Access & Utilities Y 11 \ \\h\ - 3_5 - - �� 1 020` �` \ \ I I I I \\ °° \v/� Rights 1 \ a -----F\ - - I of W ---40-- \ \----- o \ -1 -� ---------------- _ _ Rights of Way �\ � x sting I /� Ig ay I-- AISo, Pont "C" rtq Garage \ I S6 r l n /► ----- --- - ------ - V ` I I I \ I I a- , ,- 3 -\ / o \ \ 20 wide Access -1- \ „_ ---gAg _ I I - , O a5 & Utilities------- 1-= 'tG - \ \\ \\ \�\. \ \ \ \�, _� . E - tel ' _ AS X60 4�`3 50 \ _ j - _ 7;XCS ' IrFf3 - - G z \ \ I Rights of Way =_---T---- -_� ,� \ ` `.\ \ \\ \ 8, \ \ N89°23 01 E !612.00- -----_- - __-__ ---\ \ \ \ \ `\ \ --------------- = -- --- - 1 \ \ \ ---___ - - - - --�- -------- --- -------- z Grass Area ---- _-- � �� I \� 1 \ - - , O\ ----_ 'South line of Lot 1, Block 1 -�-------------- ---_ - - '° r 1 y J 41.40 i / - 24" -- �� - --------------------� r --------- ----- - ---------- -------------------- 770.77 I I \� I _I ��� I I I I I I ---------- _- /", -S89°38'28"W 812.17- Drainage and Utility Easement i n i NO i \ \ I I 10_il Imo_ per FALCON RIDGE TRAIL I I I Southeast corner of Lot 1, -� Southwest corner of Lot 1, I I I I Block 1, CHRIST CHURCH I I i i i i i i i i i i Block 1 CHRIST CHURCH I i - -+ 10 found 1/2 open pipe - "��G � I I i I I I I I I I I I I I I I LAND - � I I I I I r-. i rte, ,^ r-- COUNTY I l S pp pipe I I I I I rt SPACE -------- I I found capped i e I I I I i I I I i - n � I I -yl i�-10 �^> I I I \\ I I I I I I I I I I I i \ I I I I I I I n r- n v ° , I I r-� I I _, I I --, I I i� I I ;-; I I ,-' I i ' I i --- I I ._• \1 II II II II II II ll II II I � a of m ii i�i i�i iii of i I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I IIS il Iii � � � I � III lig SHEET 2OF2SHEETS I HEREBY CERTIFY THAT THIS DOCUMENT WAS SITE NAME. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR M I N C JOHNNY CAKE UNDER THE LAWS OF THE STATE OF MINNESOTA. WIDSETH SMITH NOLTING Dakota County, MN 1 5/11/16 REVISED ACCESS AND UTILITIES RIGHTS OF WAY SMK JBr SMK ,,, FULL SCALE ON 22"x34" Engineering Architecture Surveying Environmental SIGNATURE. — HALF SCALE ON 11"x17" No. Date REVISIONS By CHK APP'D JI-IHVvi,4 M. KUPCHO, L.J. FIELD WORK: 2/17/16 & 2/18/16 CHECKED BY: SMK DRAWN BY: JMB DATE: 5/10/16 LICENSE # 49021 0494A1824.000 © 2016 WIDSETH SMITH NOLTING Ordinance Compliance Statement Application: Conditional Use Permit Applicant: Verizon Wireless Verizon Wireless Site Name: MINC Johnny Cake Project Description: Verizon Wireless is proposing to construct an 80' stealth monopole (w' a 9' lightning rod) along with ground equipment and a generator Win 25' x 46' lease area in order to improve wireless coverage in the area. Address: 12925 Johnny Cake Ridge Road Parcel ID #: 01-17260-01-010 Owner: Christ Church Zoning: P - Institutional WIRELESS COMMUNICATION TOWERS i)§ 155.385 TOWERS AND ANTENNAS SITE DESIGN AND MAINTENANCE. (A) Co-location requirements. All personal wireless communication towers erected, constructed,or located within the city shall comply with the following requirement: (1) A proposal for a new personal wireless communication service tower shall not be approved unless it can be documented by the applicant that the communications equipment planned for the proposed tower cannot be accommodated on an existing or approved tower or building within a one-half mile radius of the proposed tower due to one or more of the following reasons: (a) The planned equipment would exceed the structural capacity of the existing or approved tower or building,as documented by a qualified and licensed professional engineer, and the existing or approved tower cannot be reinforced or modified to accommodate planned equipment at a reasonable cost; (b) The planned equipment would cause interference with other existing or planned equipment at the tower or building as documented by a qualified and licensed professional engineer, and the interference cannot be prevented at a reasonable cost; (c) No existing or approved towers or commercial/industrial buildings within a half-mile radius meet the radio frequency(RF) design criteria; (d) Existing or approved towers and commercial/industrial buildings within a one- half mile radius cannot accommodate the planned equipment at a height necessary to function reasonably as documented by a qualified and licensed professional radio frequency (RF) engineer; and/or (e) The applicant must demonstrate that a good faith effort to co-locate on existing towers and structures within a one half mile radius was made,but an agreement could not be reached. The two existing structure options within/near 1!2 mile from Christ Church are the Crown Castle stealth monopole in Hagemeister Park and the city water tower Foliage Lane.Verizon Wireless' Engineering group fully analyzed both location. Their response as to why they aren't viable:. "The existing Crown Castle stealth tower will not meet this search ring's objectives because of the low centerline and the restrictive design. One main objectives of the proposed Johnny Cake site is to improve coverage at the Minnesota Zoo. In order to meet these objectives we would need to be able to clear the obstructions in the propagation path between the proposed site and the Minnesota Zoo. The maximum antenna height available at the Crown Castle is too low and will not allow us to clear these obstructions. This means that even though a new site at this location would provide some coverage at the Minnesota Zoo, it will not provide dominant coverage. This in turn will result in a degraded costumer experience at the Minnesota Zoo than what is currently present because the new site would add interference to the current site serving the Minnesota Zoo (the site called Eagan) which will continue to be dominant in that area. The existing city water tower on Foliage Avenue was also deemed inefficient for meeting the coverage objectives of the search area. The water tower is closely located to the Verizon Wireless site called Palomino which will be turned online later this year. The Palomino site will provide good dominant coverage to the area surrounding the city water tower. Placing a new site on the water tower will result in added interference to the Palomino site which will have a negative impact on users served by Palomino. Furthermore, a new site on the city water tower will not provide sufficient and dominant coverage at the Minnesota Zoo because of its location being further away from the Zoo. A new site on the city water tower will not be able to dominantly serve the Minnesota Zoo which is currently being served by Eagan. We will need a location closer to the Minnesota Zoo that will allow us to overpower the Eagan site. Thus the proposed location on Johnny Cake Ridge Road and McAndrews road was chosen as the best candidate for a new Verizon Wireless site." (B) Tower construction requirements. All towers erected, constructed, or located within the city, and all wiring therefor, shall comply with the following requirements: (1) Monopoles using stealth technology are the preferred tower design. However, the city will consider alternative tower types in cases where structure (RF) design considerations, and/or the number of tenants required by the city preclude the use of a monopole. We are proposing a stealth monopole (antennas flush mounted to the pole as well as other ancillary equipment(that's typically placed on the pole)will be located at the ground level on the equipment platform. The proposed location was chosen as it's well screened behind the church and near tall trees located in the NW corner of the property. Lastly, the monopole can painted a variety of colors to further blend it in with its natural surroundings. (2) Towers and their antennas shall comply with all applicable provisions of this code. Verizon Wireless will comply with this requirement. (3) Towers and their antennas shall be certified by a qualified and licensed professional engineer to conform to the latest structural standards of the Minnesota Building Code as adopted by the city and all other applicable reviewing agencies. The tower manufacturer's certified engineer will sign/stamp the final drawings that will be submitted with the building permit application process. (4) Towers and their antennas shall be designed to conform to accepted electrical engineering methods and practices and to comply with the provisions of the National Electrical Code. Verizon Wireless will comply with this requirement. (5) Metal towers shall be constructed of, or treated with, corrosive resistant material. Verizon Wireless will comply with this requirement. (6) Any proposed communication service tower shall be designed, structurally, electrically, and all other respects to accommodate both the applicant's antennas and comparable antennas for at least one additional user. To allow for future rearrangement of antennas upon the tower,the tower shall be designed to accept antennas mounted at no less than 10-foot intervals. Verizon Wireless will comply with this requirement. The proposed monopole will be constructed to accommodate at least one other wireless provider at, approximately, 10' below Verizon's antennas. (7) All towers shall be reasonably protected against unauthorized climbing. The bottom of the tower(measured from ground level to 12 feet above ground level) shall be designed in a manner to preclude unauthorized climbing and be enclosed by a six-foot high maintenance-free fence with a locked gate as approved by the city. Verizon Wireless will comply with this requirement.Verizon is proposing to construct an 8' tall cedar fence around the lease area to prevent unauthorized climbing. (8) All towers and their antennas shall utilize building materials, colors,textures, screening and landscaping that effectively blend the tower facilities within the surrounding natural setting and built environment to the greatest extent possible as determined by the city. Verizon is proposing a stealth monopole with its antennas flush mounted to the pole, ancillary equipment(radios)that typically are installed external to the pole will be placed at the ground level w/in the ground equipment,the monopole will be located in the NW corner of the property well situated behind the church and near tall trees, additional landscaping(arborvitaes)will be placed in the SW corner of the property to further screen the tower and equipment from view along Falcon Ridge Dr. (9) No advertising or identification of any kind intended to be visible from the ground or other structures is permitted, except applicable warning and equipment information signage required by the manufacturer or by federal, state, or local authorities. Verizon Wireless will comply with this requirement. (10) Towers and their antennas shall not be illuminated by artificial means, except for camouflage purposes (e.g., designed as a lighted tower for a parking lot or a ball field) or the illumination is specifically required by the Federal Aviation Administration or other authority. Verizon Wireless will comply with this requirement. Lighting is not required per the FAA. (11) No part of any antenna or tower,nor any lines, cable, equipment,wires, or braces shall at any time extend across or over any part of the right-of-way, public street,highway, or sidewalk,without approval by the city through the building permit approval process. Verizon Wireless will comply with this requirement. The entire lease area and equipment will be contained Win private property owned by Christ Church and all utility and access routes will also be within privately owned property owned by Christ Church. (12) All communication towers and their antennas shall be adequately insured for injury and property damage caused by collapse of the tower. Verizon Wireless will comply with this requirement.Insurance provisions are contained within the lease agreement between Verizon Wireless and Christ Church. (13) All obsolete or unused towers and accompanying accessory facilities shall be removed within 12 months of the cessation of operations at the site unless a time extension is approved by the City Council. After the facilities are removed,the site shall be restored to its original or an improved state. Verizon Wireless will comply with this requirement. These provisions are addressed within the lease agreement between Verizon Wireless and Christ Church. (14) In addition to the submittal requirements required elsewhere in this code, applications for building permits for towers and their antennas shall be accompanied by the following information: (a) Written statements from the Federal Aviation Administration,Federal Communications Commission, and any appropriate state review authority stating that the proposed tower complies with regulations administered by that agency or that the tower is exempt from those regulations; (b) A report from a qualified and licensed professional engineer which does the following: describes the tower height and design including a cross section and elevation; demonstrates the tower's compliance with the aforementioned structural and electrical standards; documents the height above grade for all potential mounting positions for co- located antennas and the minimum separation distances between antennas; describes the tower's capacity, including the number and type of antennas that it can accommodate; and documents what steps the applicant will take to avoid interference with established public safety communications; and (c) A letter of intent committing the tower owner and his or her successors to allow the shared use of the tower, as long as there is no negative structural impact upon the tower, and there is no disruption to the service provided. Verizon Wireless will supply these items with its application for a building permit as required. (C) Antennas mounted on roofs, walls and existing towers. The placement of wireless communication antennas on roofs,walls, and existing towers may be permitted on public facilities, industrial buildings, and other commercial buildings with a building permit approved by the appropriate city staff In addition to the submittal requirements required elsewhere in this Code, an application for a building permit for antennas to be mounted on an existing structure shall be accompanied by the following information: (1) A site plan showing the location of the proposed antennas on the structure and documenting that the request meets the requirements of this Code. (2) A building plan showing the construction of the antennas, the proposed method of attaching them to the existing structure, and documenting that the request meets the requirements of this Code. (3) A report prepared by a qualified and licensed professional engineer indicating the existing structure or tower's ability to support the antennas. (4) An intermodulation study to ensure there will be no interference with existing tenants or public safety telecommunication providers. Not applicable as Verizon is proposing to build a new monopole not locate antennas on an existing structure. (D) Obsolete or unused towers. All obsolete or unused towers and accompanying accessory facilities shall be removed within 12 months of the cessation of operations unless a time extension is approved by the council. If a time extension is not approved, the tower may be deemed a nuisance pursuant to M.S. Ch. 429. In the event a tower is determined to be a nuisance,the city may act to abate such nuisance and require the removal of the tower at the property owner's expense. The owner shall provide the city with a copy of the notice of the Federal Communication Commission's intent to cease operations and shall be given 12 months from the date of ceasing operations to remove the obsolete tower and all accessory structures. In the case of multiple operators sharing the use of a single tower,this provision shall not become effective until all users cease operations for a period of 12 consecutive months. The equipment on the ground is not to be removed until the tower structure has first been dismantled. After the facilities are removed,the site shall be restored to its original or to an improved state.. Verizon Wireless will comply with this requirement as it's addressed within the lease agreement between Verizon Wireless and Christ Church. (E) Tower standards and requirements. zoning Maximum Setback from District Height Distance from Structure(feet) property Line R-1, R-2, R-3, 150 300 from residential 1.5 x fall zone R-5 M-1 -M-8 150 300 from residential 1.5 x fall zone 2 x fall zone from structures on LB, RB, BP, P 244 neighboring properties 1.5 x fall zone 2 x fall zone from structures on GB, !-1, I-2 250 neighboring properties 1.5 x fall zone (1) For purposes of this division,the term 'ALL ZONE shall mean either: (a) If the tower is constructed with an engineered breakpoint design,then the measured distance from ground level to the lowest engineered breakpoint in the tower or from the top of the tower to the lowest engineered breakpoint in the tower whichever is the greater distance, but in no case shall the fall zone be less than the distance equal to 50%the height of the tower and provided the applicant complies with the breakpoint design requirements set forth herein; or (b) The height of the tower if the tower is not constructed with an engineered breakpoint design or the applicant fails to comply with the breakpoint design requirements. In measuring the height of the tower or fall zone, all appurtenances located or intended to be located at the top of the tower, such as antennae, satellite dishes, lighting or illumination structures required by law or other equipment, shall be included. (2) Breakpoint design requirements are: (a) The tower shall be constructed using breakpoint design technology,whereby a specified point on the tower is designed to have stresses concentrated so that the point is more susceptible to structural failure than any other part of the tower so as to prevent structural failure at the base or any other part of the tower and the tower structure below the lowest engineered breakpoint shall be designed at 1.25 times the design requirements set forth in the Telecommunications Industry Association Standards ANSI/TIA 222 and Minnesota State Building Code, whichever is more restrictive; and (b) The applicant submits to the city with the conditional use permit application a written statement from a Minnesota licensed structural engineer certifying: 1. That the design of the tower consists of breakpoint design technology and 2. The point of the tower(elevation height) at which the breakpoint is located; and (c) If the tower is designed with one engineered breakpoint, the breakpoint shall not be located at a point in the tower that is less than 50% of the height of the tower, including any permanent base platform and any appurtenances located or intended to be located at the top of the tower. Verizon Wireless will be utilizing break point technology. The tower will be designed to have a collapse point at the %point of the tower.An 84' tower(with a 3' lightning rod)would require a 6513" setback.Verizon will met this requirement. This is well under the 200' height limitation allowed per this zoning district(P- Institutional). (F) Transmitting,receiving, switching equipment and other ground equipment shall be housed within an existing structure whenever possible. If a new equipment building is necessary for transmitting, receiving, and switching equipment, it shall be situated in the rear yard of the principal use and shall be properly screened in accordance with the requirements of this section. Verizon Wireless is no longer utilizing equipment buildings.However,the equipment cabinets, located on a platform,and a small generator will be placed within an S' cedar fence located behind the church and screened from view by the church, existing woods,and added landscaping(arborvitaes). Rob Viera Buell Consulting c/o Verizon Wireless 5096 Merrimac Lane N Plymouth,MN 55446 �Y C_� Mwireless August 15,2016 Mr. Torn.Lovelace City Planner—Apple Valley 7100 147 ' Street W Apple Valley, MN 55124 RE: Proposed Wireless Communications Facility Site Address: 12925 Johnny Cake Ridge Rd,Apple Valley,MN 55124 (VZW Ref. `IMIN Johnny Cake") Dear Mr. Lovelace: Pursuant to the Code of Ordinances of the City of Apple Valley, MN 155.385 (B) (14) (c), I acknowledge the following statement to be true: Verizon Wireless and their successor(s)will allow the shared use of the tower,as long as there is no negative structural impact upon the tower, and there is no disruption to the service provided. Sincerely, Katie Poser Verizon Wireless Great Plains Real Estate Manager Bloomington, MN 55438 612-968-6077 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS - EMC TEST LABORATORIES 5844 Hamline Avenue Norlh,Shoreview,MN 55126 651.784.7445■Fax 651.784.7541 REPORT REGARDING CONSTRUCTION OF A 87-FOOT COMMUNICATIONS TOWER AT CHRIST CHURCH 12925 JOHNNY CAKE RIDGE ROAD APPLE VALLEY, MINNESOTA FOR VERIZON WIRELESS PREPARED BY: GARRETT G. LYSIAK, P.E. NOVEMBER 25, 2016 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC TEST LABORATORIES 5844 Hamline Avenue North,Shoreview,MN 55126 651.784.7445•Fax 651.784.7541 EXECUTIVE SUMMARY The City of Apple Valley Ordinance for wireless telecommunications towers requires the demonstration of a need (gap in coverage) or a showing of need for the proposal. This analysis demonstrates the proof of need requirement is satisfied. This new tower will eliminate both coverage and capacity problems. It would provide the required Personal Communication System ("PCS") coverage to eliminate the present existing poor coverage area for the expanded service. There are no existing towers or tall structures identified within 1-mile that could be used to provide the required coverage and eliminate the predicted coverage gap. All towers in the nearby area were examined and none were found that could be used. Due to the lack of any existing towers or support structures in the vicinity, the new site would need to locate very near to the proposed location in order to fill the coverage gap. There is no evidence to show this new tower will cause interference to the present frequencies and also any Public Safety or City communications systems. There is no demonstrated RF Radiation hazard to the general public, even when other additional PCS systems are added to the study using maximized RF power output conditions. As required by the ordinance, this tower will accommodate one additional communications system, and it is in compliance with all the structural requirements of the ordinance and present tower standards for both wind and icing conditions. OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS - EMC TEST LABORATORIES 5844 Hamline Avenue Norlh,Shoreview,MN 55126 651.784.7445■Fax 651.784.7541 TABLE OF CONTENTS ENGINEERING STATEMENT FIGURE 1 SITE MAP FIGURE 2 AERIAL VIEW FIGURE 3 AIRSPACE MAP FIGURE 4 FCC TOWAIR STUDY RESULTS OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC TEST LABORATORIES 5844 Hamline Avenue North,Shoreview,MN 55126 651.784.7445•Fax 651.784.7541 Engineering Statement The documents submitted by Verizon to The City of Apple Valley for a new 87-foot tower were reviewed for compliance with the technical requirements of the zoning ordinance. The site is located at 12925 Johnny Cake Ridge Road Apple Valley, MN. The site location was plotted on a USGS 7.5-minute map (Figure 1 "Site Map"). In addition, an aerial photograph is included to show the proposed site location and the surrounding area (Figure 2 "Aerial Site Map"). As can be seen from these two figures, the proposed location is within the property of the church and the closest residence is more than 170-feet away. Airspace Study The proposed tower site was examined for any impact on the local airspace and airports. Since the pole is only 84-feet (with an additional 3-foot lightning rod at the top) it was not expected to have any impact on any aviation sites, either commercial or private facilities. Figure 3 is a portion of the local aviation map showing the proposed site and surrounding area. The tower height is proposed to be under 200-feet and is therefore not usually required to get Federal Aviation Administration (FAA) or Federal Communications Commission (FCC) approval, unless it is located near an airport. The "FCC TOWAIR" program was used to examine the proposed tower for any FAA & FCC notification requirements. The results (Figure 4) show that notification is not required since the proposed tower is lower than 200-feet in height and is not in the proximity of an airport. Coverage Study In reviewing the submitted data, it was determined that Verizon has designed its communications facilities in the Apple Valley area with several surrounding sites providing area wide coverage. The first steps in analyzing the proposal is to determine the present existing coverage. Verizon submitted maps showing both the present and the proposed coverage. I did verify them using a propagation computer program. The present system coverage is shown below. The fair signal coverage area is shown in "yellow" and the poor coverage area is shown in "red". The stated project objective is to improve the levels of coverage in the city of Apple Valley along McAndrews and Johnny Cake Ridge Road as well as at the Minnesota Zoo. 1 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC TEST LABORATORIES 5844 Hamline Avenue North,Shoreview,MN 55126 651.784.7445+Fax 651.784.7541 Legend p Existing5ite '17r `[ . Proposed5ite LAP 1 �d � ' - 0L + 1 mile ` URP Correrage ti , Good i • ' . . r . � Fair f � �� - Poor _ .� S _ - L 1 r r - 16 i J SITE .,, 46, � POOR COVERAGE , log JJL A - h' i• a Present Coverage Different signal levels translate into different probabilities that a user will be able to connect and maintain a reliable connection to the network. Another variation in obtaining and maintaining reliable connections is due to the performance of the user's phone, that can vary widely. Typically, there are 3 signal levels that are referred to as good, fair and poor coverage. Typical signal values corresponding to the three levels are: "good" coverage ("green") and corresponds to areas where devices both outdoors and indoors will be able to establish and maintain reliable connections. The "fair" coverage corresponds to areas where users will be able to establish and maintain connections outdoors, but indoor connections may be compromised. "Poor" coverage is where all connections may be unreliable, especially indoors, or in areas surrounded by obstructions and foliage. Areas where the signal level is lower than "poor" usually corresponds to areas where connections will be highly unlikely indoors or in areas with a lot of foliage. 2 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS - EMC TEST LABORATORIES 5844 Hamline Avenue North,Shoreview,MN 55126 651.784.7445■Fax 651.784.7541 Legend Ll 4100 �M *1F, � � ExistingSite ` '� Proposed Site Id: �•1 ., - 1; ' 1 1 mile % RSRP Coverage r• i — r�' `r'-9 Good Fair 6 .�. Poor4 � F Jim V .` SITE IMPROVED QIL s - If. 1 �%11 1 _ - 2 Predicted Coverage The predicted coverage shown above shows that the new tower site will eliminate the coverage in the targeted area. The applicant provided capacity information that demonstrated the need for the site in order for adjacent sites to off-load traffic that would provide for improved coverage and allow for higher data speeds. Their application states: "As can be seen, with the addition of the MIN JOHNNY CAKE site the area along McAndrews as well as Johnny Cake Ridge road will benefit from improved signal strength. The area surrounding the Minnesota Zoo will also benefit from improved coverage. Also, we can see that the MIN JOHNNY CAKE site will take over serving a significant area that is currently served by VALLEYWOOD which in turn will translate in higher throughput speeds in the area and a better user experience of the network." My analysis of this data concurs with their submission. 3 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC TEST LABORATORIES 5844 Hamline Avenue North,Shoreview,MN 55126 651.784.7445•Fax 651.784.7541 Existing Tower Sites The nearest towers were reviewed as possible substitutes for the proposed tower. They are: 1. Crown Castle (stealth) at Hagemeister Park. 2. Water tower on Foliage Ave. Both of the above towers are located outside of the Search Ring and they would not provide the required signal levels to eliminate the coverage gap. The existing Crown Castle stealth tower will not eliminate the signal coverage condition because of the low antenna centerline (height on the tower) available and the restrictive structural design. One of the objectives of the proposed Johnny Cake site is to improve coverage at the Minnesota Zoo. In order for the site to work it would need to be able to clear the obstructions in the propagation path between the proposed site and the Minnesota Zoo. The maximum antenna height available at the Crown Castle is too low and will not allow us to clear these obstructions. This would also result in a degraded customer connection at the Minnesota Zoo than what is currently present because the new site would add interference to the current site serving the Minnesota Zoo (the site called Eagan) which will continue to be the dominant site in that area. The existing city water tower on Foliage Avenue is also predicted to be inefficient for meeting the coverage of the search area. The water tower is closely located to the Verizon Wireless site called Palomino which will be operational later this year. The Palomino site will provide good coverage to the area surrounding the city water tower. Placing a new site on the water tower is predicted to result in added interference to the Palomino site which will have a negative impact on users predicted to be served by Palomino. A site on the city water tower will not provide sufficient and dominant coverage at the Minnesota Zoo because of its location being further away from the Zoo. A new site on the city water tower will not be able to dominantly serve the Minnesota Zoo which is currently being served by Eagan. Site Construction The site construction plans show the tower that is planned for this project. The tower drawings supplied show compliance with the requirements of TIA-222-G standard which requires loading for: 1. Exposure C to the standard. 2. 90 mph basic wind, with no radial ice. 3. 50 mph basic wind with 1/2" of radial ice. (ice is considered to increase in thickness with height) 4. The tower is designed to withstand the Ultimate Wind Speed for this area. 4 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC TEST LABORATORIES 5844 Hamline Avenue North,Shoreview,MN 55126 651.784.7445•Fax 651.784.7541 The proposal shows that the tower is currently designed to accommodate an additional antenna system. This will eliminate the need for an additional new tower in the vicinity for some time. Interference Study A search was performed using the FCC frequency database' to determine the frequency and location of any city or county public safety facilities within one-mile from the proposed tower location. Using all the identified frequencies either utilized by the city or county an intermodulation (interference) study was performed to determine if any predicted interference products would be generated by the proposed Verizon Wireless facility. The results of the study indicate that there are no interference products predicted to be generated that would cause interference to any of the identified protected frequencies. The study shows that there are no predicted (low order) interference intermodulation products generated from combinations of existing and proposed channels at this site. When the proposed communications facility is constructed, antenna separation, antenna pattern directionality properties and equipment filtering will further reduce the potential of intermodulation induced interference. This analysis is a mathematical study and will not account for interference mitigation that will occur due to the differences in technologies and equipment configurations and filtering. This study assumes a worst-case scenario using as many as four transmitters operating simultaneously (which is a rare occurrence). Additionally, due to the high frequencies used on this new facility there is no predicted interference to occur on any other communication devices such as televisions, personal computers, telephones, garage door openers, security systems, and other electronic equipment. In summary, the use of good engineering and installation practices should mitigate any interference to any nearby existing communications systems or an additional future system on the tower and it is my opinion that the Verizon Wireless system frequencies should not cause any harmful interference problems to any of the existing communications systems. RF Radiation Analysis Using the data submitted by Verizon Wireless we performed a "Worst-Case" radiation analysis to determine the amount of RF energy that would be present at the base of the tower. In making our calculations we assumed that all of the RF energy generated by the facility would be directed downward and three separate antennas at maximum power i Federal Communications Commission,Wireless Telecommunications Bureau—"Universal Licensing System" 5 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC TEST LABORATORIES 5844 Hamline Avenue North,Shoreview,MN 55126 651.784.7445•Fax 651.784.7541 levels were used for the calculations. This is not the real world situation since the antennas used by PCS systems are designed to radiate towards the horizon. Additionally, calculations were performed including a future antenna system on the tower and added to the total RF exposure level. However, using this analysis method we are able to determine that the maximum level of RF radiation reaching the ground at the tower base is less than 20 percent of the ANSI standard value for the general public exposure limit and as such is not classified as an excessive RF radiation hazard. When you factor in the antenna patterns the predicted RF radiation level will be less than 1 percent of the general public exposure maximum. This proposal satisfies the current Federal guidelines for RF Exposure2. Health and Safety Concerns Over the past thirty years there have been many studies made to determine what potential effect there is on people when they are in the presence of RF energy. This problem has received more attention in recent years with the advent of smaller RF devices such as PCS telephones, Blue-Tooth headsets, RFID devices and the list goes on. The FCC initially implemented a Standard in 1992 (Office of Engineering Technology) OET65 in conjunction with the American National Standards Institute (ANSI) for the RF Radiation levels permitted. This currently used standard has been modified over the years and it now has two levels of exposure3. There is one for controlled-areas (occupational/workers) and one for the general population. The difference between them is that the controlled standard is for a six (6) minute period while the general population standard is for thirty (30) minutes. Since 1992 the FCC has regulated computing devices and implemented a testing authorization program that requires that all devices using digital techniques must demonstrate that they do not produce any harmful interference. In the case of transmitters that are considered Intentional Radiators they must also demonstrate that they do not produce RF intensities greater than the allowable levels. Part of this authorization procedure is that the various products must be tested and marked with an ID# to show compliance with the Rules for both licensed and unlicensed equipment. The FCC has many Frequently Asked Questions on its web site that addresses many of the commonly asked questions and topics4. Z FCC Office of Engineering and Technology Bulletin OET-5 Edition 97-01 3 https://transition.fcc.gov/bureaus/oet/info/documents/bulletins/oet65/oet65.pdf 'https://www.fcc.gov/enginee ring-tech nology/electromagnetic-compatibility-division/radio-freq uency- safety/faq/rf-safety#block-menu-block-4 6 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC TEST LABORATORIES 5844 Hamline Avenue North,Shoreview,MN 55126 651.784.7445•Fax 651.784.7541 The heating effect from RF devices causes the most concern from a safety point of view. The Specific Absorption Rate (SAR) has been around for many years but recent developments have improved the test methods. With the proliferation of cell phones, wireless headsets and the use of higher frequencies, RF absorption by the head has caused safety concerns. The dose of RF exposure is linked to exposure time: maximum SAR is normally averaged over a 6-minute period during a 24-hour day. In the past I have attended many public meetings regarding the placement of radio towers in communities. It would not be unusual for a member of the public to cite a recent study that they say clearly demonstrates the dangers of RF radiation exposure. However, my research and analysis has never been able to substantiate these claims. In fact, the World Health organization (WHO) has reviewed many RF Radiation studies over the past several years that have looked at Electromagnetic Hypersensitivity (ES). The thermal effects of electromagnetic fields on the body are established, self-described sufferers of ES report responding to non-ionizing electromagnetic fields at intensities well below the limits permitted by current safety standards. The majority of the trials to date have found that self-described sufferers of ES are unable to distinguish between exposure to real and fake electromagnetic fields,5 6 and it is not recognized as a medical condition by the medical or scientific communities. In 2005 the WHO conducted a review of the results of thirty-one (31) experiments testing the possible role of electromagnetic fields in causing ES. Each of these experiments exposed people who reported suffering from ES to genuine and sham electromagnetic fields under single or double-blind conditions. The review concluded that: "The symptoms described by `electromagnetic hypersensitivity' sufferers can be severe and are sometimes disabling. However, it has proved difficult to show under blind conditions that exposure to electromagnetic fields can trigger these symptoms." The FCC has authored a very complete document OET56 "Questions and Answers about Biological Effects and Potential Hazards of Radiofrequency Electromagnetic Fields'17 that addresses and answers many of the questions that the general public has regarding this issue. S Rubin,James: J Das Munchi J Simon Wessely (March-April 2005) "Electromagnetic hypersensitivity: a systematic review of provocative studies" s Roosli M (June 2008). "Radiofrequency electromagnetic field exposure and non-specific symptoms of ill health https://transition.fcc.gov/bureaus/oet/info/documents/bulletins/oet56/oet56e4.pdf 7 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS - EMC TEST LABORATORIES 5844 Hamline Avenue North,Shoreview,MN 55126 651.784.7445■Fax 651.784.7541 Health and Safety issues continue to be an on-going topic of concern and changes will occur in the applicable standards as technology advances and more studies are performed and reviewed. Summary The review of the proposed Verizon Wireless tower indicates that: • It would provide the required wireless system coverage to eliminate the present existing poor coverage area and provide enhanced existing coverage. • The site is not predicted to cause any interference products to any protected frequency in the area and is not predicted to be an RF radiation hazard. • The tower is designed to accommodate one additional communications system. • The proposal is in compliance with the structural requirements of the ordinance. • Due to the lack of any existing towers or adequate support structures in the vicinity, the site would need to locate very near to the proposed location to fill the coverage gap. Respectfully submitted, -,LA ,7i[t_ 44 T Garrett G. Lysiak, P.E. 8 ST PAUL SW QUADRANGLE (MINNEAPOLIS MINNESOTA SOUTH) TOPOGRAPHIC SERIES (ST PAUL EAST) 093°12'47.5&43"W 093°10'00.9966"W oaa°47'05.5621'N ' ST PA UL WEST{ + 044'47'05.5621"N ILI ' S® � y 0 S y7 - s .141 I , x �- � �?� ;�� r SIJ J"s�r.�y •, �'��� mss.- fJJ L. \f 3 ��-" IIS , SITE 11 (BLOOMINGTON) (INVER GROVE HEIGHTS) Yt 49k e , :7.59 ILSJ 7 ' !Z£E..� i} i t AL S 044'44'17.9926"N � ..•+ �— - - � � �r 044'44'17.9926"N 093°12'475843'W Declination (FARMINGTON) 093°10'00.9966"W (ORCHARD LAKE) * SCALE 1:24000 (COATES 0 1 Mile 0 1000 ST PAUL SW, MN Yards 1967 0 1 KilnmPtar FIGURE 1 - SITE MAP GN 0'08'W CONTOUR INTERVAL 10 FEET MN 0' 19'E NATIONAL GEODETIC VERTICAL DATUM 1929 SAINT PAUL SW SW SE.,MN QUADRANGLE (SAINT PAUL SW MINNESOTA (SAINT PAUL SW NW,MN) AERIAL PHOTO SERIES SE NW,MN) 093'11'30.1546"W SAINT PAUL S W S W NE,MN) 093'11'17.6606°W 044°45'47.6603"N -_ in _ vlli!!�) 5 044'45'47.6603"N NN 1A T s� :y d r r- Its i (SAINT PAUL SW - * %L :k r (SAINT PAUL SW SW SW,MN) TOWERSE SW,MN) Mr i' r `rr� -fir.�F •4' �r' "'�' a t r •x i � t � TIC, � ID'.. • 11 . 044'45'35.0926"N 044'45'35.0926"N 093°11'30.1546"W Declination (FARMINGTON NW NE,MN) 093-1117.6606"W (FARMINGTON NW SCALE 1:1800 (FARMINGTON NW,MN) 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 NE NW,MN) Miles SAINT PAUL SW SW SE, 0 10o MN, MN Yards 0.0 0.1 APR 1, 2006 KilnmaTar� GN 0'08'W CONTOUR INTERVAL UNKNOWN NONE FIGURE 2 - AERIAL VIEW MN 0' 19'E NATIONAL GEODETIC VERTICAL DATUM 1929 FIGURE 1^ 00) prw - - ir 09640 c 09465 F< Air F C _ (395 ) W TOWER 0 tory 1� � s� 0 10 5,co 4 . 1195 Q .1%270 ^( 320 ) 100o n i ^ 1455 FIGURE 4 - FCC TOWAIR STUDY TOWAIR Determination Results *** NOTICE *** TOWAIR's findings are not definitive or binding, and we cannot guarantee that the data in TOWAIR are fully current and accurate. In some instances, TOWAIR may yield results that differ from application of the criteria set out in 47 C.F.R. Section 17.7 and 14 C.F.R. Section 77.13. A positive finding by TOWAIR recommending notification should be given considerable weight. On the other hand, a finding by TOWAIR recommending either for or against notification is not conclusive. It is the responsibility of each ASR participant to exercise due diligence to determine if it must coordinate its structure with the FAA. TOWAIR is only one tool designed to assist ASR participants in exercising this due diligence, and further investigation may be necessary to determine if FAA coordination is appropriate. DETERMINATION Results Structure does not require registration. There are no airports within 8 kilometers (5 miles) of the coordinates you provided. Your Specifications NAD83 Coordinates Latitude 44-45-41.3 north Longitude 093-11-24.0 west Measurements (Meters) Overall Structure Height (AGL) 26.5 Support Structure Height (AGL) 26.5 Site Elevation (AMSC) 311.2 Structure Type MTOWER - Monopole 1/12/2017 Christ Church Cell Tower CUP A�Va��ey Site Location Apple ley . . J. tea. . . . . . Apt1j, 1 1/12/2017 Site Details FALCON DR Proposed Cell Tower Location rALCONRIDGETRL ® 4P Apti, TW Site Zoning Fq LGDN DR mmm mm_-�- i J L U FA LOON RkRGE TRL > �� -3 o -- r \ 1' S �\ � Avelley 2 1/12/2017 Case Details Verizon Wireless has applied for a CUP Amendment for a 87' cell tower at 12925 Johnny Cake Ridge Road (Christ Church) • Clearwater applied for original CUP in 2010 which permitted a 90' tower in the front parking lot. Verizon originally applied for a 79' tower, but did not incorporate "stealth technology" as code requires. ® The revised design creates less visual impact. ® Verizon also added 7 conifer trees to south-west corner of lot for screening of the base units from the adjacent residential. Approved Location GOO --- - _ / � +� � x r � 1, `t` j � � r r-•` �' '. � f"'-'-�, 'h� �11� `•, 3l}�� L� ` rem ..3' k ��� rn, Lori ® c3 Ilk r Ji A rEl FF] V}t BYSULL ME�f� �Valley 3 1/12/2017 .Approved Simulation MN-MSPUOBd FACING WEST 1p°elley Site Survey r S` IdII rJ! f.f film _�' � '� __ ♦� f Apt1j y 4 1/12/2017 Revised Plans Submitted Initial Application Revised Plans "Typical Array" "Flush Mounted" W Nin 4 , sfN manop 'a'sarwr ny � m Y4I. +1 w� - APi. Revised Site Plan 10-25-16 IN 5 1/12/2017 Revised Landscape Plan 11-11-16 _- - "P°Ivelley Photo Simulation = C 6 1/12/2017 Photo Simulation to; d h 1 i Photo Simulation t f ApVaIley 7 1/12/2017 Public Hearing and Comments The Public Hearing was held on November 2nd, no members of the public spoke about this item. A member of the public called staff to express health concerns, but has not filed a written letter of concern. APPVeIIey Planning Commission Recommendation s At its meeting of January 4, 2017,the Planning Commission voted unanimously to recommend approval of the CUP to construct an 87' tall wireless communications monopole at 12925 Johnny Cake Ridge Road, subject to conditions. APPVI- 8 1/12/2017 Recommended Action The City Council is Asked to Adopt a Resolution Approving a Conditional Use permit for an 87' tall Wireless Communications Monopole at Christ Church (12925 Johnny Cake Ridge Road) Apple Questions? "'vaii 9 0000: ITEM: 5.13. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Regular Agenda Description: Adopt Resolution Approving Conditional Use Permit for 84 Ft. Tall Wireless Communications Monopole at Mount Olivet Assembly of God Church (14201 Cedar Avenue) Staff Contact: Department/ Division: Kathy Bodmer,AICP, Planner Community Development Department Applicant: Project Number: Verizon Wireless and Mount Olivet Assembly of God Church PC16-39-C Applicant Date: 10/7/2016 60 Days: 12/5/2016 11120 Days: 2/3/2017 ACTION REQUESTED: Adopt Resolution approving Conditional Use Permit for 84' tall wireless communications monopole at Mount Olivet Assembly of God Church (14201 Cedar Ave). SUMMARY: Verizon Wireless and Mount Olivet Assembly of God Church request consideration of a conditional use permit to construct an 84' tall wireless communications monopole south of the main church building and west of the Youth and Family Ministries building at 14201 Cedar Avenue. The monopole is requested in order to improve network capacity and improve coverage along Cedar Avenue. The principal purpose for the cell tower in this location is to address the increased use of data on cell phones. As mobile data usage increases, the demand on the network will require additional towers. Due to this increased demand, staff anticipates additional applications for cell tower installations throughout the community. The property is zoned "P" (Institutional) which allows a wireless communications cell tower by conditional use permit, subject to a number of performance standards. In order to obtain a conditional use permit, the petitioner must demonstrate that all of the performance standards of the zoning code are met. A letter of zoning compliance is attached to the staff report. The City may place reasonable conditions on a conditional use to mitigate any adverse impacts associated with the use. A typical cell tower is constructed with a standard array of twelve antennas and ancillary equipment that extend 6'-8' from the tower in all directions. The antenna array proposed at this location was designed so that the antennas are flush-mounted to the monopole and the ancillary equipment is placed within the ground equipment area to give a sleeker appearance. The revised design helps to address concerns regarding visual impacts to adjacent properties. The setbacks for the monopole are based upon the use of an engineered "breakpoint." The breakpoint ensures that in the unlikely event there is a failure with the tower, the first place the failure would occur would be at the breakpoint. The breakpoint is designed at the mid- point of the tower so that the tower would fall upon itself. All setbacks from property lines and structures on abutting properties are met using this technology. Verizon Wireless provided a letter that explains why this site was selected. The zoning code requires co-location on existing towers within the 1/2 mile area. The only available existing tower is located at Apple Valley High School. According to the letter, the antenna centerline height and terrain of the of the AVHS light standard tower would not meet Verizon's offload or coverage needs making the site unsuitable. The Planning Commission also requested a review of why commercial properties to the south were not selected. The petitioner provided a letter stating moving a cell tower to the south would place it too close to the existing antennas on the Commons I building on 147th Street. The parcels south of Mt. Olivet are at a lower elevation requiring taller towers which in turn require larger lots to accommodate the fall zone and setbacks. The petitioner states that the Mount Olivet site is best for addressing the service needs that have been identified. Consultant Review: The City hired Garrett Lysiak, P.E., Owl Engineering, a communications engineer to review the Verizon application. He provided the following findings: 1. The Zoning Code requirement for demonstration of need for additional cell tower service is met. 2. No existing towers or tall structures within one mile that would provide the required coverage and eliminate the predicted coverage gap. The existing light standard tower at Apple Valley High School is not tall enough and the site terrain characteristics will not address the service need that has been identified. 3. There is no evidence that the new cell tower will cause interference to the present frequencies and any public safety or City communications systems. 4. There is no demonstrated radio frequency (RF) radiation hazard to the general public. 5. The tower will accommodate one additional communication system and is in compliance with all structural requirements of the ordinance. BACKGROUND: The Planning Commission reviewed this item at their meetings of November 2, 2016 and January 4, 2016. They voted unanimously to recommend approval of the project with several conditions which are outlined in the Background Materials. BUDGET IMPACT: N/A ATTACHMENTS: Resolution Background Material Applicant Letter Plan Set Background Material Report Public Hearing Comments Presentation CITY OF APPLE VALLEY RESOLUTION NO. 2017 - A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR 84' TALL WIRELESS COMMUNICATIONS MONOPOLE IN"P" (INSTITUTIONAL) ZONE AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances,zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that wireless communication towers may be allowed within the confines of a"P"(Institutional)zoning district and in accordance with specific performance standards, as a conditional use; and WHEREAS, approval of a Conditional Use Permit for the installation of a wireless communications monopole has been requested by the wireless provider,Verizon Wireless, and the property owner,Mount Olivet Assembly of God Church; and WHEREAS,review of such Conditional Use Permit request to determine its conformance with the applicable regulations and performance standards has occurred at a public hearing held on November 2,2016; and WHEREAS,the Apple Valley Planning Commission recommended approval of such Conditional Use Permit subject to certain conditions on January 4, 2017. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that a Conditional Use Permit for a wireless communications monopole within a"P"(Institutional) zone be approved subject to compliance with the City Code and the following conditions: 1. The Conditional Use Permit shall apply to property legally described as Lot 1, Block 1, Mount Olivet Second Addition. 2. Such operations shall be conducted in conformance with the Site Plan (Sheet A-1) dated October 24,2016 and the Enlarged Site Plan (Sheet A-2) dated October 24,2016, on file at the City Offices. 3. The antennas shall be flush-mounted to the monopole in accordance with the South Elevation Plan (Sheet T-1) dated October 24, 2016. 4. A building permit and electrical permit shall be obtained from the Building Inspections Department prior to any construction on the site. c:\program files(x86)\neevia.com\docconverterpro\temp\nvdc\b02db874r39b2-4bd5-aba4-439168eb9fc8\apple valley.2961.l.res_cup_draft_l.docx 5. The telecommunication service applicant shall provide verification of written final authorization/agreement with the landowner for the placement of the tower on the property prior to issuance of the building permit. 6. A nursery bid list shall be submitted that confirms that the value of the landscape plantings meets or exceeds 2-1/2% of the value of the construction of the monopole and antennas. 7. The site shall be constructed consistent with Landscape Plan (Sheet A-4) dated November 17, 2016, subject to replacing the 8' Colorado Blue Spruce with 8' Black Hills Spruce. The landscape plan is further subject to final review and approval by the Natural Resources Coordinator prior to issuance of the building permit. 8. Tower construction, maintenance, and operation shall comply with the communications tower requirements set forth in the City code, Section 155.385. 9. A qualified and licensed professional engineer shall submit certified construction plans which are in conformance with the following: the latest structural standards; acceptable engineering methods and practices and the National Electrical code. 10. A qualified and licensed professional engineer shall certify that the cell tower is designed in all aspects to accommodate both the operator's antenna and one additional user. 11. The co-location certification letter shall be revised to state the following: "... and there is no disruption to the service provided, except disruption as may be necessary for normal maintenance and employee safety." 12. The eight foot (8') cedar fence securing and screening the equipment platform shall be maintained in accordance with the requirements of§ 155.351(C). 13. The Conditional Use Permit may be revoked for cause if the terms of(2) through(12)preceding are not adhered to. ADOPTED this 12th day of January, 2017. Mary Hamann-Roland, Mayor ATTEST: c:\program files(x86)\neevia.com\docconverterpro\temp\nvdc\b02db874239b2-4bd5-aba4-439168eb9fc8\apple valley.2961.l.res_cup_draft_l.docx Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela 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 January 12, 2017, the original of which is in my possession, dated this day of , 20_ Pamela J. Gackstetter, City Clerk c:\program files(x86)\neevia.com\docconverterpro\temp\nvdc\b02db87439b2-4bd5-aba4-439168eb9fc8\apple valley.2961.l.res_cup_draft_l.docx 3 d. 138TH ST W U <�<` `" �',�•. , 1 J J � � � GLADIOLA CT '�`- .Q`, "� •; a. � W J 139TH GT UQQ��§0 U' 'I ��' •rt�p 140TH ST W Q � X142ND ST W i, 17 LT w' W ; o Z •,a � 144TH CT _ .�`ST',.•' � n Q tv Q r 146TH ST W � .w ♦,: ,�' I . ,, m r MOUNT OLIVET CELL TOWER CUP N WE s d LOCATION MAP ■��: NMI -7 CE ■ fillSL � lid I■■ I �. ' ��� _ - - p rI ■ r �ii����niiiir��� ��. � . �°X11■I�II� I�r��■■■►��� ■■■� •11111111 �� SII ■t[3©i� • _ ���rrrrrrr� - - . �Ii ■1■ ��■rnrrrl�►��'�mill � it � �111111111:�' _ �� •• • • .. - �. `' � JIB ' NSI ■__ _ _ MOUNT OLIVET CELL TOWER PROJECT REVIEW Existing Conditions Property Location: 14201 Cedar Avenue Legal Description: Lot 1,Block 1, MOUNT OLIVET SECOND ADDITION,according to the recorded plat thereof,Dakota County,Minnesota. Comprehensive Plan Designation INST-Institutional Zoning Classification P-Institutional Existing Platting The church property is platted. The communications tower will be located within a leased area of the church property. Current Land Use Church Size: 7.65 acres Topography: Flat site with increasing elevations to the north and decreasing elevations to the southwest and south. Existing Vegetation Urban landscape. Other Significant None identified. Natural Features Adjacent NORTH Mount Olivet Assembly of God Main Church Building Properties/Land Comprehensive Plan INST-Institutional Uses Zoning/Land Use P-Institutional SOUTH American Bank Comprehensive Plan C-Commercial Zoning/Land Use LB-Limited Business EAST Mount Olivet Youth Buildin Comprehensive Plan INST-Institutional Zoning/Land Use P-Institutional WEST Pennock 4th Addition Townhomes Comprehensive Plan MD-Medium Density at 2-6 units/acre Zoning/Land Use M-4C-Multiple family residential,6-8 units/acre Development Project Review Comprehensive Plan: The property is guided in the Comprehensive Plan for "INST" (Institutional)uses. A church is consistent with the comprehensive plan designation. Zoning: The property is zoned "P" (Institutional). A wireless communications tower is a conditional use in the P zoning district, subject to a number of performance standards. Verizon Wireless submitted a letter outlining how the cell tower complies with the requirements of the zoning code. The City may place reasonable conditions on a conditional use to mitigate any adverse impacts associated with the use. Conditional uses are those activities that the zoning ordinance permits if certain conditions set forth in the city ordinances are met. It is difficult for a city to deny a CUP if an applicant satisfies all the conditions. Preliminary Plat: No subdivision of the property is requested or required. Site Plan: The site plan shows the location of the 84' tall wireless communications tower (cell tower) along with an equipment platform and generator west of the youth building and south of the church's main building. The tower and equipment will be located within a 21.5' x 25' area which will be enclosed with an 8' tall cedar fence. The tower will be designed with an engineered"breakpoint"technology which will ensure that if the tower fails and collapses, it will fall upon itself. With the breakpoint, the minimum setback of the cell tower to a property line is 63% the cell tower is located 91' from the south property line, 150' from the west property line, and approximately 470' south of the north property line. All setbacks to property lines are met. The minimum setback for the cell tower from a structure on neighboring property is 84' (again, due to the engineered breakpoint); the cell tower is 189' from American Bank building to south, 196' from the townhome to the northwest and 248' from the townhouse directly west of the tower. All structure setbacks are also met. Grading/Drainau Plan: No grading plan has been submitted at this time. Minimal grading is expected for the installation of the cell tower and associated equipment. Final review and approval of a grading plan by the City Engineer will be required. Elevation Drawings: A typical cell tower is constructed with a standard array of twelve antennas and ancillary equipment that extend 6'-8' from the tower in all directions. The antenna array proposed at this location was designed so that the antennas are flush-mounted to the pole and the ancillary equipment is placed within the ground equipment area to give a sleeker appearance. The revised design helps to address concerns regarding visual impacts to adjacent properties. Landscape Plan: The value of the landscape plantings is required to be valued at a minimum 2- 1/2% of the value of the construction of the tower and antennas based on Means Construction Data. A landscape plan was submitted that shows that 22 Colorado Blue Spruce would be installed along the west side of the church parking lot and will provide screening of the cell tower site and equipment platform. The City's Natural Resources Coordinator reviewed and she says that the trees should be replaced with Black Hills Spruce which is better suited for this climate. Availability of Municipal Utilities: No municipal utilities are needed for this project. Street Classifications/Accesses/Circulation: The proposed cell tower will be located approximately 340' from Cedar Avenue (Principal Arterial) and 470' from 142nd Street West (Local Street). No impact to adjacent roadways is expected as a result of this project. Pedestrian Access: The cell tower site will not be regularly visited by members of the public; pedestrian access to the site will be discouraged. Instead, it is expected that only maintenance crews will have access to the site and will need to use vehicles outfitted to maintain cell towers and associated equipment. Pedestrian access to the site will be limited to the maintenance crews. Public Safety Issues: Zoning Code §155.385 regulates Wireless Communication Towers and provides several performance standards that must be met in order to obtain a conditional use permit. Provision (13)(7) states that all towers must be reasonably protected from against unauthorized climbing and designed to preclude climbing from ground level to 12' above ground level. Recreation Issues: Not applicable. Signs: No advertising signs or identification of any kind is permitted, except for applicable warning and equipment information signage. Public Hearing Comments: 1. Review options for commercial sites south of the subject site. Staff response: The petitioner provided a letter discussing sites south of the church that were reviewed for possible cell tower locations. The following is a quick summary of the findings: 14295 Cedar Ave (American Bank) — Low elevation, close to existing installation at 7300-147th Street(Commons I). 14325 Cedar Ave (Wells Fargo)—Even lower elevation. 7600 143rd St (Dakota Business Center) and 14370 Glenda Circle Court (Tutor Time) —Lots too small to meet setback requirements. Sites at lower elevations require installation of taller towers. At the same time, sites as little as 500' away become less desirable than the Mt. Olivet site because they are too close to the existing antennas located on the Commons I building at 147th Street. The Mt. Olivet site is preferred because it can help offload existing service while improving service to businesses north of the church and service along Cedar Avenue. 2. Is moving the pole east within the enclosure area an option? Staff response: No. A storm sewer line is located east of the proposed pole location. The current location on the site provides screening from Cedar Avenue. Additional landscape screening west of the cell tower area should address visibility concerns from the west. 3. Who owns the tower located on the Apple Valley High School property? Staff response: According to City building permit records, ISD 196 and ATT. As indicated previously, the reason for not selecting the tower on the Apple Valley High School site is not because it is currently occupied by a competitive cell provider. Instead, the location and height of the AVHS tower will not address the issues that have been identified as needs for this project. 4. What are some of the existing cell towers in the City and the distance from residential? Staff response: The proposed Mount Olivet Cell Tower would be located approximately 150' from residentially zoned property. Antennas may be constructed on City facilities such as water towers and other towers which may be located within residential areas. As a result, antennas are located approximately 20' from the tower on the Palomino Reservoir site on 128th Street West north of McAndrews Road. A cell tower was recently constructed at the Frontier Communications switching building on Gardenview Drive and Walnut Lane. The cell tower is approximately 40' from residentially zoned property. 5. Concerned about appearance of the tower and that it will be visible from property. Sta response: The petitioner provided photo simulations that help to illustrate how the cell tower would look from various vantage points. The petitioner also submitted a landscape plan that shows extensive planting of 8' Colorado Blue Spruce along the west portion of the site to help screen the tower and site from the residential neighborhoods to the west. The Natural Resources Coordinator states that the tree species should be switched for 8' Black Hills Spruce which are better-suited for this region. In addition, she raised a concern that the plans call for removing existing vegetation to install new plantings. The final landscape plan is subject to final review and approval by the Natural Resources Coordinator. 6. Installation of cell towers may lead to lower 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. Residential properties adjacent to other cell towers in the City have not experienced a decline in property values. The City finds that over time, infrastructure like cell towers tend to become invisible as neighbors become used to seeing the structure. Doughefty Sharon K. Hills Molenda 0 Direct: (952)953-8844 E-mail: shills@dm8844shb.com Solfest, Hills & Bauer P.A. MEMORANDUM TO: Kathy Bodmer, Planner Alex Sharpe, Planner FROM: Sharon K. Hills, City Attorney DATE: November 18, 2016 RE: Communication Tower—Local Regulations In accordance with your request, we reviewed our April 28, 2010, memorandum issued in connection with Clearwire's CUP applications to determine if the opinions stated therein are accurate today due to any federal or state law changes since 2010. This memorandum is an updated opinion on the City's authority to regulate communication towers. This memorandum outlines the standards and considerations by which the Planning Commission and City Council are bound in considering a conditional use permit. In the case of communication towers, the City's review and consideration of the conditional use permit applications is subject not only to Minnesota law governing the City's action on a conditional use application, but also restricted by federal law under the Telecommunications Act of 1996. 1. Federal law limits certain local zoning regulations. The City's zoning decisions are restricted by several provisions of the federal telecommunications laws. Generally, these laws, which have been upheld by federal courts, prohibit any state or local government from enacting ordinances or resolutions prohibiting, or having the effect of prohibiting, the placement, construction, or modification of communication towers. Further, the federal telecommunication laws prohibit a local government from denying or regulating a communication tower due to concerns about radio frequency emissions if the equipment complies with all FCC rules and regulations. This means that while state and local governments may study the effects of radio frequency emissions, the local authorities may not regulate the siting or construction based on standards that are more stringent than those promulgated by the FCC. Lastly, municipalities may not"unreasonably discriminate" among"providers of functionally equivalent services. Any denial to "place, construct or modify" cellular sites should be: 1. In writing; 2. Supported by"substantial evidence contained in a written record". In summary, the federal telecommunications laws prohibit the city from prohibiting, or setting restrictions so as to have the effect of prohibiting, any interstate or intrastate telecommunications services within its jurisdiction. However, the City may impose zoning regulations limiting placement and construction standards. While federal law restricts the City from denying a communication tower on grounds of environmental effect or public health where the service meets the standards of the FCC, the City may impose setback regulations, structural requirements, co-location mandates, obsolete or unused towers, etc. Additionally, when the City owns the land on which the tower is proposed to be located, the City may impose additional restrictions as the landlord of the site to be leased. This is accomplished through its land lease agreement with the provider. 2. Minnesota law governing standards in considering CUPs. When a zoning ordinance specifies standards or conditions to apply in determining whether to grant a conditional use permit and the applicant fully complies with the specified standards or conditions, the application for a conditional use may not be denied. The City's decision on an application for a conditional use permit must be based upon a reasonable basis and the City may not act unreasonably, arbitrarily or capriciously. Thus, a denial of a permit is deemed arbitrary, as a matter of law, if the applicant fully complies with all specified standards and conditions set forth for the conditional use permit. The City's decision to either approve or deny must be based upon legally sufficient reasons and those reasons must have a factual basis in the record. While the City may consider neighborhood opposition to the proposed use, a denial of a conditional use permit based solely on neighborhood opposition will be deemed unreasonable, arbitrary and capricious if the neighborhood opposition is without concrete supporting information and evidence. General objections of opponents of an application for a conditional use permit are not competent evidence to support such a finding. In other words, neighbors' anecdotal comments containing no details and without evidence substantiating such comments are not a legally sufficient or reasonable basis for denying a conditional use application. Conversely, City Council is free to disregard an expert's opinion when it is presented with conflicting non-expert opinions, including those of area residents, so long as the reasons are concrete and based on observations, not merely on fear or speculation. Finally, zoning regulations are regarded as being aimed primarily at encouraging the most appropriate use of land and conserving property values. However, as a city may consider neighborhood opposition only if based on concrete facts and competent evidence, a city's decision on a conditional use permit application based on property values, must be factually supported by the record. Mere comments that a particular use may affect property values will be deemed unreasonable, arbitrary and capricious if not supported by concrete information to substantiate such a finding. 3. Apple Valley's CUP conditions. In regard to conditional use applications, the City must review its applications for compliance with the City's specified standards and conditions for wireless communication towers as set forth in Section 155.385 of the City Code. If an application establishes that it meets all of the specified standards and conditions of Section 155.385, the applicant is entitled to the conditional use permit. The City must consider each and every standard and condition set forth in Section 155.385 to determine whether the applicant has met all standards and conditions for each of its separate proposed communication towers. 2 Finally, this office recommends that any approval of the CUP be subject to an additional condition that the telecommunication service applicant provides verification of written final authorization/agreement with the landowner for the placement of the tower on the property. If you have any further questions or concerns, please do not hesitate to contact me. SKH/skh 3 666 6464 6664. CITY OF Apple Valley MEMO Public Works TO: Kathy Bodmer, Planner FROM: Brandon S. Anderson, City Engineer DATE: October 28, 2016 SUBJECT: Preliminary Plan Review—Mount Olivet Church Communications Tower Kathy, The following are comments regarding the Mount Olivet Church Communications Tower project. General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. No trees will be permitted in public easements. Permits 1. A right of way permit will be required for all work within public easements or right of way. 2. A Natural Resource Management Permit(NRMP)will be required prior to any land disturbing activity commences. Grading,Drainage and Erosion Control 1. Final grading shall be reviewed and approved by City Engineer. 000 0000 00000 00 City of Apple Valley MEMO Building Inspections TO: Kathy Bodmer, Planner FROM: George Dorn, Building Official DATE: October 7, 2016 SUBJECT: MINC Toffee Cell Tower Separate mechanical and electrical permits are required. verizonv' August 31St,2016 RE:Verizon Wireless Proposed New Tower MIN TOFFEE in Apple Valley, MN To Whom This May Concern, The proposed Verizon tower MIN TOFFEE to be located on Cedar Avenue in Apple Valley, MN has two objectives. The main objective is to improve network capacity by offloading traffic currently being served by existing Verizon Wireless sites in the neighboring area. Another objective is to improve coverage within the city of Apple Valley along Cedar Avenue. Introduction Network coverage is the most important concept in wireless communications as it relates to the ability of an user to connect to the network. There are a lot of factors that have an impact on the coverage signal strength experienced by an user such as the distance between the user and the cell site, terrain in the area between the user and the serving cell site or any obstructions in this path (man-made or natural). Verizon Wireless provides the most expansive network in the US covering more square footage with our LTE network than any other carrier. It is our priority to maintain this competitive advantage and keep expanding our coverage so that we can serve our customers anywhere they go. If there are areas identified as having insufficient coverage, a new cell site will be needed in the area. In this document the concept of network coverage will be illustrated by means of Received Signal Reference Power (RSRP) maps. Network capacity is an important concept that relates to the user experience in terms of throughput speeds. Not only does Verizon Wireless want to guarantee that our customers are able to connect in as many areas as possible, but also that our customers connections are reliable and fast. When a user connects to the network, their device connects to one specific cell site (and more specifically to a certain sector of a cell site) that is located in their proximity. The user is allocated resources on the cell site as well as a specific frequency spectrum that will be available for the user's transmission and reception of data. The more frequency spectrum available, the faster the speeds that the user device will be experiencing. The user will share the serving site's resources and available spectrum with other users that are using their devices. The more and more users try connecting to the network and using their devices, the more resources are utilized at the serving site. If the number of users is high, the serving site can reach its capacity and will no longer be able to accept new user connections. Also, if the serving cell site is running at or near capacity, the users who did manage to connect will experience very slow data speeds or could even lose their connections. Verizon Wireless monitors each cell site's performance and if a cell site's sector speeds are below a certain threshold, the sector is considered exhausting and in need of capacity offload. Capacity offload is achieved by building new cell sites that will take over some of the traffic on the exhausting cell site's sector. The location of the new cell site needs to be chosen carefully such that enough separation is maintained between the exhausting sector and the new site to minimize interference. At the same time the new cell site needs to be close enough to a specific identified area that is driving a high amount of traffic on the existing exhausting cell site' sector.This will guarantee that the new cell site will be able to take over that traffic and thus offload the existing exhausting site. The concept of network capacity will be illustrated in this document by means of best server maps. MIN TOFFEE Project The MIN TOFFEE project has two objectives: first is to improve the levels of coverage in the city of Apple Valley along Cedar Avenue. The second objective is to provide capacity offload to the existing Verizon Wireless site called Apple Valley and more specifically the NW facing sector of Apple Valley which is currently serving the targeted area and are projected to be in exhaust. By satisfying these two objectives we will ensure that Verizon Wireless users will have access to a high-quality connection. This document will illustrate how the proposed MIN TOFFEE site will help meet the two objectives. In the analysis, two types of maps will be shown, each using different metrics: Reference Signal Received Power (RSRP) and Best Server coverage plots. Reference Signal Received Power (RSRP) is a metric used to measure the strength of a signal received by a device and it is measured in dBm. Different RSRP levels translate into different probabilities that a user will be able to connect and maintain a reliable connection to the network. Typically there are 3 levels of RSRP that are referred to as good,fair and poor coverage.Typical RSRP values corresponding to the three levels are: RSRP > -85 dBm is considered "good" coverage and correspond to areas where devices both outdoors and indoors will be able to establish and maintain reliable connections. RSRP between -85 and -95 dBm is considered "fair" coverage and corresponds to areas where users will be able to establish and maintain connections outdoors, but indoor connections may be compromised. RSRP between -95 and -105 dBm is where all connections may be unreliable, especially indoors, or in areas surrounded by obstructions and foliage. Areas where the RSRP is lower than -105 dBm usually corresponds to areas where connections will be highly unlikely indoors or in areas with a lot of foliage. Best server coverage plots are used in capacity analysis and show where each of the cell sites serving in the area are dominant (also referred to as serving sites), and it is used to determine the traffic levels experienced by each site. Each cell site is generally composed of 3 or more sectors, each of which can handle a certain amount of connections. If the area served by a specific sector of a site is large and covers several high traffic areas such as neighborhoods, commercial areas, sport centers, schools or highways, the experience of a user connected to that sector will generally be degraded. This is due to the fact that the server might be running at full capacity at the given time when the user is trying to connect and use its phone or smart device. Best server analysis allows us to pin point specific high data traffic areas in the serving footprint of a site's sector and propose a new cell site that will overtake the high traffic area and thus will offload the overloaded existing sector. The new cell site will serve mainly the high traffic area, while the existing site will be focused to still cover the remainder of its coverage footprint outside the high traffic area. In other cases, if an existing site is covering a large geographical area, expanding over several miles, a new site will be needed to allow the area to be divided amongst the existing and the new site. This will result in better coverage at the edge of the coverage footprint of the existing site, as well as better data speeds for our customers. The following map shows the existing RSRP (Figure 1) in the area surrounding the proposed site without the simulated effect of the proposed site. The map includes contribution from existing Verizon Wireless sites as well as soon Verizon Wireless sites that are to be turned online in 2016. As can be seen in the Figure 1 below, the area surrounding the proposed MIN Toffee site is mostly described by fair or good coverage with several areas where coverage is poor. Again, the main objective of the proposed site is capacity offload, however we will also help improve coverage in areas where customers are currently experiencing low coverage levels. Existing RSRP Coverage in Area Surrounding Proposed Site (Cutoff> -10SdBm) Legend •■ Vyqr 16%% `# Exis#ingsi#e �� •� ` b Proposed Site 0.5 miles �. m �• RSRP Coverage ®� ' Good Fair ■LL - Poor -on . % ti 4L rip L Figure 1:The above map shows the existing RSRP levels in the area surrounding the proposed MIN TOFFEE site,without the contribution of the proposed site Figure 2 below shows the Best Server map for the area around the proposed site MIN TOFFEE without the simulated effect of the new site. Of note is the NW facing sector of Apple Valley which serves a large area including residential but also commercial areas, restaurants, gas stations, schools and banks. The NW facing sector of Apple Valley will need capacity offload in order to help meet the customer demand and provide reliable and fast network connections to customers in this area of Apple Valley. Existing Best Server Coverage Plot in Area Surrounding Proposed Site(Cutoff>-105dBm) Legend • .. ��, ' .v Existing Site "a ' Proposed Site R T 0.5 miles i 1 , EN] V I�_A� �= .: .. - Fi -gill ■ . ♦ �IIIIIIIIIL.� Figure 2:This map shows the existing Best Server coverage plot in the area surrounding the proposed site.Each color on the map is associated with a sector of a Verizon Wireless site, representing the serving area of that sector.The contribution of the MIN TOFFEE site is not included in this map The following two maps will show the effect of the proposed MIN TOFFEE site. Figure 3 will show the expected effect on RSRP coverage, while Figure 4 will show the expected effect in terms of Best Server distribution. Expected RSRP Coverage in Area Surrounding Proposed Site (Cutoff>-105dBm) Legend `0 Existing5ite Proposed Site 0.5 m i les '�- RSRPCoverage i. ■ . Good ■ ■ Fair ■ ■ Poor rr -M Z a JL G !': i i■ r t ■ ' w■ r b i Y d� b 1 16 • i` tow. - I -& P '6' Figure 3:The above map shows the existing RSRP levels in the area surrounding the proposed MIN TOFFEE site,including the simulated effect of the MIN TOFFEE site As can be seen from the above map, the proposed MIN TOFFEE site will improve coverage East of Cedar Avenue and north of 1401h Street. Coverage West of Cedar Avenue and South of 1401h Street will also be improved. Expected Best Server Coverage Plot in Area Surrounding Proposed Site (Cutoff> -105dBm) Legend J Existing Site r ProposedSite 0.5 miles421 ��• � EIMop r J Figure 4:This map shows the existing Best Server coverage plot in the area surrounding the proposed site,including the simulated effect of the proposed site.Each color on the map is associated with a sector of a Verizon Wireless site,representing the serving area of that sector.The contribution of the MIN TOFFEE site is included As can be seen, with the addition of the MIN TOFFEEE site the area along Cedar Avenue and North of 140th Street will benefit from improved network coverage. The new site will take over a significant portion of the existing Apple Valley's NW facing sector which will result in more network resources being available for users in this area and thus better, more reliable and faster connections for our users in this area of Apple Valley. Alternate locations Verizon Engineering has analyzed various other locations in order to select the candidate for this project that will meet the objectives of this search ring area. The alternate location that was analyzed was the existing light standard tower on the Independent Scholl District 196 grounds. The antenna centerline height from this location was only 45'. This low centerline combined with the characteristics of the terrain in this area will not help meet the capacity offload nor the coverage objectives for this search ring area. Placing a tower at this location will not provide sufficient capacity offload to Apple Valley which will result in continuous poor network experience for our users in this area of Apple Valley. Respectfully, f Mihaela Oxley Radio Frequency Design Engineer, Verizon Wireless Mobile: 612-900-5479 E-mail: Mihaela.Oxley@VerizonWireless.com Ordinance Compliance Statement Application: Conditional Use Permit Applicant: Verizon Wireless Verizon Wireless Site Name: MINC Toffee Project Description: Verizon Wireless is proposing to construct an 80' stealth monopole (w' a 4' lightning rod) along with ground equipment and a generator Win 28' x 25' 6" lease area in order to improve wireless coverage in the area. Address: 14201 Cedar Ave Parcel ID #: 01-49400-01-010 Owner: Mount Olivet Church Zoning: P - Institutional WIRELESS COMMUNICATION TOWERS i § 155.385 TOWERS AND ANTENNAS SITE DESIGN AND MAINTENANCE. (A) Co-location requirements. All personal wireless communication towers erected, constructed, or located within the city shall comply with the following requirement: (1) A proposal for a new personal wireless communication service tower shall not be approved unless it can be documented by the applicant that the communications equipment planned for the proposed tower cannot be accommodated on an existing or approved tower or building within a one-half mile radius of the proposed tower due to one or more of the following reasons: (a) The planned equipment would exceed the structural capacity of the existing or approved tower or building, as documented by a qualified and licensed professional engineer, and the existing or approved tower cannot be reinforced or modified to accommodate planned equipment at a reasonable cost; (b) The planned equipment would cause interference with other existing or planned equipment at the tower or building as documented by a qualified and licensed professional engineer, and the interference cannot be prevented at a reasonable cost; (c) No existing or approved towers or commercial/industrial buildings within a half-mile radius meet the radio frequency (RF) design criteria; (d) Existing or approved towers and commercial/industrial buildings within a one- half mile radius cannot accommodate the planned equipment at a height necessary to function reasonably as documented by a qualified and licensed professional radio frequency (RF) engineer, and/or (e) The applicant must demonstrate that a good faith effort to co-locate on existing towers and structures within a one half mile radius was made,but an agreement could not be reached. The only existing structure Win 'h mile is located at Apple Valley High School: "Verizon Engineering has analyzed various other locations in order to select the candidate for this project that will meet the objectives of this search ring area. The alternate location that was analyzed was the existing light standard tower on the Independent Scholl District 196 grounds. The antenna centerline height from this location was only 45'. This low centerline combined with the characteristics of the terrain in this area will not help meet the capacity offload nor the coverage objectives for this search ring area. Placing a tower at this location will not provide sufficient capacity offload to Apple Valley which will result in continuous poor network experience for our users in this area of Apple Valley." (B) Tower construction requirements. All towers erected, constructed, or located within the city, and all wiring therefor, shall comply with the following requirements: (1) Monopoles using stealth technology are the preferred tower design_ However, the city will consider alternative tower types in cases where structure (RF) design considerations, and/or the number of tenants required by the city preclude the use of a monopole. We are proposing a stealth monopole (antennas flush mounted to the pole as well as other ancillary equipment(that's typically placed on the pole)will be located at the ground level on the equipment platform. (2) Towers and their antennas shall comply with all applicable provisions of this code. Verizon Wireless will comply with this requirement. (3) Towers and their antennas shall be certified by a qualified and licensed professional engineer to conform to the latest structural standards of the Minnesota Building Code as adopted by the city and all other applicable reviewing agencies. The tower manufacturer's certified engineer will sign/stamp the final drawings that will be submitted with the building permit application process. (4) Towers and their antennas shall be designed to conform to accepted electrical engineering methods and practices and to comply with the provisions of the National Electrical Code. Verizon Wireless will comply with this requirement. (5) Metal towers shall be constructed of, or treated with, corrosive resistant material. Verizon Wireless will comply with this requirement. (6) Any proposed communication service tower shall be designed, structurally, electrically, and all other respects to accommodate bath the applicant's antennas and comparable antennas for at least one additional user. To allow for future rearrangement of antennas upon the tower,the tower shall be designed to accept antennas mounted at no less than 10-foot intervals. Verizon Wireless will comply with this requirement. The proposed monopole will be constructed to accommodate at least one other wireless provider at, approximately, f©' below Verizon's antennas. (7) All towers shall be reasonably protected against unauthorized climbing. The bottom of the tower(measured from ground level to 12 feet above ground level) shall be designed in a manner to preclude unauthorized climbing and be enclosed by a six-foot high maintenance-free fence with a locked gate as approved by the city. Verizon Wireless will comply with this requirement.Verizonn is proposing to construct an 8' tall cedar fence around the lease area to prevent unauthorized climbing. (8) All towers and their antennas shall utilize building materials, colors, textures, screening and landscaping that effectively blend the tower facilities within the surrounding natural setting and built environment to the greatest extent possible as determined by the city. Verizon is proposing a stealth monopole with its antennas flush mounted to the pole, ancillary equipment(radios) that typically are installed external to the pole will be placed at the ground level w/in the ground equipment,the monopole will be located in the S/SW corner of the property with existing trees all along the southern and western borders (the residential properties to the south and west are located at the much lesser elevation than Verizon's equipment/monopole). The church asked for the monopole to be painted a light yellow (similar to the exterior of the church and other buildings on the property), but may be open to other colors if deemed necessary. (9) No advertising or identification of any kind intended to be visible from the ground or other structures is permitted, except applicable warning and equipment information signage required by the manufacturer or by federal, state, or local authorities. Verizon Wireless will comply with this requirement. (10) Towers and their antennas shall not be illuminated by artificial means, except for camouflage purposes (e-g., designed as a lighted tower for a parking lot or a ball field) or the illumination is specifically required by the Federal Aviation Administration or other authority. Verizon Wireless will comply with this requirement.Lighting is not required per the FAA. (11) No part of any antenna or tower, nor any lines, cable, equipment,wires, or braces shall at any time extend across or over any part of the right-of-way, public street,highway, or sidewalk,without approval by the city through the building permit approval process. Verizon Wireless will comply with this requirement. The entire lease area and equipment will be contained w/in private property owned by Mount Olivet Church and all utility and access routes will also be within privately owned property owned by Mount Olivet Church. (12) All communication towers and their antennas shall be adequately insured for injury and property damage caused by collapse of the tower. Verizon Wireless will comply with this requirement.Insurance provisions are contained within the lease agreement between Verizon Wireless and Mount Olivet Church. (13) All obsolete or unused towers and accompanying accessory facilities shall be removed within 12 months of the cessation of operations at the site unless a time extension is approved by the City Council. After the facilities are removed, the site shall be restored to its original or an improved state. Verizon Wireless will comply with this requirement. These provisions are addressed within the lease agreement between Verizon Wireless and Mount Olivet Church. (14) In addition to the submittal requirements required elsewhere in this code, applications for building permits for towers and their antennas shall be accompanied by the following information: (a) Written statements from the Federal Aviation Administration, Federal Communications Commission, and any appropriate state review authority stating that the proposed tower complies with regulations administered by that agency or that the tower is exempt from those regulations; (b) A report from a qualified and licensed professional engineer which does the following: describes the tower height and design including a cross section and elevation; demonstrates the tower's compliance with the aforementioned structural and electrical standards; documents the height above grade for all potential mounting positions for co- located antennas and the minimum separation distances between antennas; describes the tower's capacity, including the number and type of antennas that it can accommodate; and documents what steps the applicant will take to avoid interference with established public safety communications; and (c) A letter of intent committing the tower owner and his or her successors to allow the shared use of the tower, as long as there is no negative structural impact upon the tower, and there is no disruption to the service provided. Verizon Wireless will supply these items with its application for a building permit as required. (C) Antennas mounted on roofs, walls and existing towers. The placement of wireless communication antennas on roofs, walls,and existing towers may be permitted on public facilities, industrial buildings, and other commercial buildings with a building permit approved by the appropriate city staff. In addition to the submittal requirements required elsewhere in this Code, an application for a building permit for antennas to be mounted on an existing structure shall be accompanied by the following information: (1) A site plan showing the location of the proposed antennas on the structure and documenting that the request meets the requirements of this Code. (2) A building plan showing the construction of the antennas,the proposed method of attaching them to the existing structure, and documenting that the request meets the requirements of this Code. (3) A report prepared by a qualified and licensed professional engineer indicating the existing structure or tower's ability to support the antennas. (4) An intermodulation study to ensure there will be no interference with existing tenants or public safety telecommunication providers. Not applicable as Verizon is proposing to build a new monopole not locate antennas on an existing structure. (D) Obsolete or unused towers. All obsolete or unused towers and accompanying accessory facilities shall be removed within 12 months of the cessation of operations unless a time extension is approved by the council. If a time extension is not approved, the tower may be deemed a nuisance pursuant to M.S. Ch. 429. In the event a tower is determined to be a nuisance,the city may act to abate such nuisance and require the removal of the tower at the property owner's expense. The owner shall provide the city with a copy of the notice of the Federal Communication Commission`s intent to cease operations and shall be given 12 months from the date of ceasing operations to remove the obsolete tower and all accessory structures. In the case of multiple operators sharing the use of a single tower, this provision shall not become effective until all users cease operations for a period of 12 consecutive months. The equipment on the ground is not to be removed until the tower structure has first been dismantled. After the facilities are removed, the site shall be restored to its original or to an improved state. Verizon Wireless will comply with this requirement as it's addressed within the lease agreement between Verizon Wireless and Christ Church. (E) Tower standards and requirements. Zoning Maximum Distance from Structure(feet) Setback from District Height Property Line R-1, R-2, R-3, 150 300 from residential 1.5 x fall zone R-5 M-1 -M-3 150 300 from residential 1.5 x fall zone 2 x fall zone from structures on LB, RB, BP, P 200 neighboring properties 1.5 x fail zone 2 x fall zone from structures on GB, 1-1, 1-2 250 neighboring properties 1.5 x fall zone (1) For purposes of this division,the term FALL ZONE shall mean either: (a) If the tower is constructed with an engineered breakpoint design,then the measured distance from ground level to the lowest engineered breakpoint in the tower or from the top of the tower to the lowest engineered breakpoint in the tower whichever is the greater distance,but in no case shall the fall zone be less than the distance equal to 50%the height of the tower and provided the applicant complies with the breakpoint design requirements set forth herein; or (b) The height of the tower if the tower is not constructed with an engineered breakpoint design or the applicant fails to comply with the breakpoint design requirements. In measuring the height of the tower or fall zone, all appurtenances located or intended to be located at the top of the tower, such as antennae, satellite dishes, lighting or illumination structures required by law or other equipment, shall be included. (2) Breakpoint design requirements are: (a) The tower shall be constructed using breakpoint design technology,whereby a specified point on the tower is designed to have stresses concentrated so that the point is more susceptible to structural failure than any other part of the tower so as to prevent structural failure at the base or any other part of the tower and the tower structure below the lowest engineered breakpoint shall be designed at 1.25 times the design requirements set forth in the Telecommunications Industry Association Standards ANSI/TIA 222 and Minnesota State Building Code,whichever is more restrictive; and (b) The applicant submits to the city with the conditional use permit application a written statement from a Minnesota licensed structural engineer certifying: 1. That the design of the tower consists of breakpoint design technology and 2. The point of the tower(elevation height) at which the breakpoint is located; and (c) If the tower is designed with one engineered breakpoint,the breakpoint shall not be located at a point in the tower that is less than 50% of the height of the tower, including any permanent base platform and any appurtenances located or intended to be located at the top of the tower. Verizon Wireless will be utilizing break point technology.The tower will be designed to have a collapse point at the/Z point of the tower.An 80' tower (with a 4' lightning rod)would require a 62'5" setback.Verizon will meet this requirement. This is tower height is well under the 200' height limitation allowed per this zoning district(P4nstitutional). (F) Transmitting,receiving, switching equipment and other ground equipment shall be housed within an existing structure whenever possible. If a new equipment building is necessary for transmitting,receiving, and switching equipment, it shall be situated in the rear yard of the principal use and shall be properly screened in accordance with the requirements of this section. Verizon Wireless is no longer utilizing equipment buildings.However,the equipment cabinets,located on a platform, and a small generator will be placed within an S' cedar fence located S/SW of the church and screened from view by the church and existing landscaping on the south and west areas of the property. Rob Viera Buell Consulting c/o Verizon Wireless 5096 Merrimac Lane N Plymouth, MN 55446 November 301h,2016 RE:Verizon Wireless Proposed New Tower MIN TOFFEE at 14201 Cedar Avenue,Apple Valley, MN To whom this may concern, This letter is intended to further clarify the choice of location for the proposed new site MIN TOFFEE and explain what the advantages of building a new site at the Mount Olivet location are compared to a site on the Apple Valley High School property. As presented in a previous letter,the proposed Verizon Wireless tower called MIN TOFFEE to be located at 14201 Cedar Avenue in Apple Valley, MN is designed with the objective to provide additional capacity to the Verizon Wireless network and offload the north facing sector of our existing site located on 147th Street W. The existing Verizon Wireless site's north facing sector is providing coverage to Cedar Avenue, several businesses, banks and shops along Cedar, as well as the residential area along Cedar Avenue all the way to north of 140th Street W. Our study has shown that the existing Verizon Wireless site located on 147th Street West is processing a high amount of customer traffic and, in order to improve user experience in the area and to ensure fast and reliable connections in the next years, a new site such as the proposed MIN TOFFEE site is needed in the vicinity of the existing site in order to balance the traffic between the existing site and the new site. The location of a site such as MIN TOFFEE, referred to as a 'capacity offload' site, is very important. The new site needs to be placed far enough away from the existing Verizon Wireless site such that the area currently served by the existing site can be divided between the existing and proposed site.At the same time,the proposed site needs to be close to the high traffic area within the coverage footprint of the existing site such that parts of the traffic can be shifted to the proposed site and result in capacity offload to the existing site. This in return will have a positive effect on user experience and network speeds for all users located within the coverage footprint of the existing site. This is because after the addition of the proposed site more network resources will now be available in the area which would have otherwise continued to be served by only the existing site. The Mount Olivet location is closer to the high traffic area around Cedar Avenue that is currently being served by the existing site. Due to the proximity to Cedar Avenue,and the characteristics of the terrain and antenna height,a new site in this location will guarantee that the user traffic along Cedar Avenue will be served by the proposed site and thus the needed capacity offload to our existing site will be achieved.A site in this proposed location will also improve coverage in the residential area North of 140th Street West. On the other hand, a new site on the Apple Valley High School property will not be able to take over traffic along Cedar Avenue and from the businesses along Cedar Avenue due to it being farther away from the target area than the existing Verizon Wireless site. The high traffic area would continue to be served by the existing Verizon Wireless site and user experience and network speeds will continue to be low. In addition, a new site on the Apple Valley High School property will not be able to provide coverage to the residential area North of 1401h Street West which would continue to be served by the existing Verizon Wireless site. In other words, an improvement in coverage in this area will not be possible. Sincerely, Mihaela Oxley Radio Frequency Design Engineer,Verizon Wireless Mihaela.Oxley@VerizonWireless.com November 17, 2016 City of Apple Valley Kathy Bodmer—Planner 7100 West 147th Street Apple Valley, MN 55124 Re: Verizon Wireless—Mount Olivet Church Kathy- This letter serves to address other properties in the area that were analyzed as possible locations for the wireless communications tower and why they weren't selected: 14295 Cedar Ave: This site is much lower in elevation, even closer to an existing Verizon site (7300147 th Street W—rooftop installation), directly across the street from a residential area (143`d Street Ct W), and still within a few hundred feet of the residential areas of Glendale Drive, Glencove Trail, and Glencove Path. Because the site is lower in elevation, we'd need to increase the height of the tower (100' +)which would make setbacks an impossibility to meet(1.5X the fall zone). Furthermore, the back of the property serves as a drive-thru teller system.A wireless communications system comprising near a 1000 square foot area isn't feasible in this location for the aforementioned reasons. 14325 Cedar Ave: This site's even lower in elevation (requiring an even taller tower), lacks any type of screening/landscaping whatsoever, is fairly close to homes along Glenda Ave, is far too close to our existing site (7300 147th Street W)to meet the system's objectives, and the only area on the property that would meet setbacks would be the middle of the parking lot taking multiple parking spaces that would interfere with Wells Fargo's operations, and be very visible to nearby residences. 7600143 rd Street W, 14370 Glenda Circle: Neither property could meet the setback requirements and both are too close to our existing site at 7300 147th Street W. Any property further south of these isn't even worth mentioning as it's far too close to our existing site on 147th Street W and wouldn't meet our coverage objectives and system requirements. As you know, we are trying to increase capacity in this area, not just coverage; meaning, we need to find a location that's perfectly situated in between existing sites so as to offload wireless "traffic"from those sites while increasing capacity to this area of Cedar Ave S. Thus, even a location less than 500'from the church won't serve to meet the objectives of the Verizon's already over-taxed wireless communication system. The Mount Olivet church site is an ideal candidate. As you know, I recently met with Janet Malz; Board President of the neighborhood association for townhomes west of the church. We had a productive meeting. We discussed various ideas and how we could incorporate additional landscaping to better screen Verizon's proposed installation from view. To that end, we have devised a plan to add Colorado Spruce trees on the western border of the church property that are 8' at their planted height, a mature height of 50'+tall, and a mature width of 10'. Given the location of the townhomes at the base of the hill, the distance of the tower away from the western property line, and the proposed landscaping on the western property line, the tower and associated equipment shouldn't be visible from any of the townhomes in question. Please feel free to contact me with any questions or concerns. Thank you. Sincerely, Rob Viera Buell Consulting c/o Verizon Wireless 5096 Merrimac Lane North Plymouth, MN 55446 robertiviera(cD_yahoo.com 612.801.2228 VellZMwireless August 15,2016 Mr. Kathy Bodmer City Planner—Apple Valley 7100 147 ' Street W Apple Valley, MN 55124 RE: Proposed Wireless Communications Facility Site Address: 14201 Cedar Ave S,Apple Valley, MN 55124 (VZW Ref. "MIN Toffee") Dear Ms. Bodmer: Pursuant to the Code of Ordinances of the City of Apple Valley, MN 155.385 (B) (14) (c), I acknowledge the following statement to be true: Verizon Wireless and their successor(s)will allow the shared use of the tower, as long as there is no negative structural impact upon the tower, and there is no disruption to the service provided. Sincerely, Katie Poser Verizon Wireless Great Plains Real Estate Manager Bloomington, MN 55438 612-968-6077 Satre Industrie; Towers and Poles August 26. 20 1_, Mr. &!an Schnener Ba 5l•gn 1 col Eden Na>,ine 9q?3 Valley View Road Ellen Praire. MN 553.711 RE_ Proposed 5D',Sabre MGr,opole for 6AINC Toffee. MN Beer Mr. So`.rlener. Upor. receipt oil order. we propose to desgn and supply the above relerenced Sabre rronopcle fcor a Baaic',—,d Speed of go rnpk�w:'.h no ice and 5O mpM wish 3 4- rad al ,.,e. Siructurre Glass 11, Exposuree Category B and T+opograpn=e:C.ateyGry 1 in semrdance w.h tr,e Te;ecDmmun:ca ioPs lAdustry.Asso,cialion:Standard ANSI:TIA-222-'Ci. `St Lourayl Standard for Arrenna Supporting Siructures and Antennas. When r-e••gned according to flys 51a+-,dard, me w;nd pressures ana steel strength capacities tooth, severa. safery faclGrs, resulting 1n an overall m -Irrrurn safety factor of 26-%. Thiereioie. i1 Hca highly urilokely thai the rnonDpwe wr, -iai; s1n, uPally a ,n,!,d event where 11,e design w!nd speed is exceeded w.lh:cv;he FaLnge a1 the txjilt-in safer iacmrs. Sl,ould the xwmd soeea inz!rease 6eyondd the aapac,ly of",a bull1-Irl safel%- fa te.rs.Io the pant 8q failure of one or more siructrura= element3,the mcmil likely location jai the la.ure Wau d be wilhin the upper portio,Gi H--e monopole snap- Assuming 1hs1 the wind presssrre prove 7s s.em,ar to Thal Used to desgn the monopole. the monopole will bucWe at the Iacalion ai ii^.e?i;ghes.i=ormned stress ratio within the tapper porton of.he monopole shag. Triis is likely is resul ;r. the portoon of the n a:^opale above 1weling ove•- a,re -he porton below,essentially collapsing an itself. Pldesse mole Thal V719 IsHer onily applies to the above referenced monapWa des gned.and amanulaetiured by Sabre Towers&.Pates. 1n tri a jakeq eveni of total separation. mis wou o 'eSIP -he porton.above collaps;ng ,,i^ r,a radius of %of.he monopole heighi.F�RGFES51i3MA1. EN�I�EEi� I heruby k:"iffy L',nt 11,iu plan,evecaric-Luny S-Ce'el , or reporT An6e prmr-Ao try my or 4iMar my y died mupeaxi�jion find Lf,®1 I am mduly Lieenied Professional Engineer under LFiayn cit IhFa 6tni a cit h71nn"MR. PrimiName �Rc4be .12 Robert E. Beacom. P.E..S.E. 19lq"Ig,0 Senior Design Engineer -zb 1 L Lleenwt'd8159 .&abre TDwers aad Nolen• Lt,l Srvdihndgc D it-e F.U.dsx{,,qt+ roux L_wy.1.51111+2-EMA P 7_ 2N 4,6W X': 'L2.219 bui i 1h`:� rr ihx=t'1°ro-�cssandf"el ..ct�ny Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2016-AGL-6988-OE Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Issued Date: 06/17/2016 Network Regulatory Verizon Wireless (VAW) LLC 1120 Sanctuary Pkwy #150 GASA5REG Alpharetta, GA 30009 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure: Monopole TOFFEE Location: Apple Valley, MN Latitude: 44-44-33.99N NAD 83 Longitude: 93-13-09.65W Heights: 984 feet site elevation(SE) 85 feet above ground level (AGL) 1069 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are)met: It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be e-filed any time the project is abandoned or: At least 10 days prior to start of construction(7460-2, Part 1) _X Within 5 days after the construction reaches its greatest height(7460-2, Part 2) To coordinate frequency activation and verify that no interference is caused to FAA facilities,prior to beginning any transmission from the site you must contact Victoria Weaver, MSP Radar SSC Manager, (612) 713-4113. Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed and maintained in accordance with FAA Advisory circular 70/7460-1 L. This determination expires on 12/17/2017 unless: (a) the construction is started(not necessarily completed) and FAA Form 7460-2,Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. Page I of 4 (c) the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination of No Hazard is granted provided the following conditional statement is included in the proponent's construction permit or license to radiate: Upon receipt of notification from the Federal Communications Commission that harmful interference is being caused by the licencee's (permittee's) transmitter, the licensee (permittee) shall either immediately reduce the power to the point of no interference, cease operation, or take such immediate corrective action as is necessary to eliminate the harmful interference. This condition expires after 1 year of interference-free operation. This determination is based, in part, on the foregoing description which includes specific coordinates , heights, frequency(ies) and power . Any changes in coordinates , heights, and frequencies or use of greater power will void this determination. Any future construction or alteration , including increase to heights,power, or the addition of other transmitters, requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. Any failure or malfunction that lasts more than thirty (30) minutes and affects a top light or flashing obstruction light, regardless of its position, should be reported immediately to (877)487-6867 so a Notice to Airmen (NOTAM) can be issued. As soon as the normal operation is restored,notify the same number. A copy of this determination will be forwarded to the Federal Communications Commission (FCC)because the structure is subject to their licensing authority. If we can be of further assistance,please contact our office at (847) 294-7575. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2016-AGL-6988-OE. Signature Control No: 290824233-296013768 (DNE ) Vivian Vilaro Specialist Page 2 of 4 Attachment(s) Frequency Data cc: FCC Page 3 of 4 Frequency Data for ASN 2016-AGL-6988-OE LOW HIGH FREQUENCY ERP FREQUENCY FREQUENCY UNIT ERP UNIT 698 806 MHz 1000 W 806 824 MHz 500 W 824 849 MHz 500 W 851 866 MHz 500 W 869 894 MHz 500 W 896 901 MHz 500 W 901 902 MHz 7 W 930 931 MHz 3500 W 931 932 MHz 3500 W 932 932.5 MHz 17 dBW 935 940 MHz 1000 W 940 941 MHz 3500 W 1850 1910 MHz 1640 W 1930 1990 MHz 1640 W 2305 2310 MHz 2000 W 2345 2360 MHz 2000 W Page 4 of 4 TOWER ELEVATION j� DEPARTMENTAL ■ LICENSED APPROVALS ARCHITECT 12427 "vim verizonNAME DATE NOTE: 1.) TOWER TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH RF ENGINEER MIHAELA OXLEY 03-23-16 TOWER MANUFACTURER'S DRAWINGS NOT INCLUDED WITH THIS PACKAGE. DISCREPANCIES BETWEEN TOWER DRAWINGS AND ARCHITECTURAL OPERATIONS DRAWINGS TO BE REPORTED TO VERIZON WIRELESS AND THE ARCHITECT MANAGER RON SIMMONS 03-23-16 IMMEDIATELY. MINC TOFFEE NEW BUILD CONSTRUCTION 2.) TOWER FOUNDATION, PLATFORM FOUNDATION, AND GENERATOR herebyatio ythatthisplan STEVE COLLIN 03-28-16 specification or report was ENGINEER FOUNDATION TO BE EXCAVATED AND CONSTRUCTED IN ACCORDANCE WITH -1 RECOMMENDATIONS AND SPECIFICATIONS OF THE GEOTECHNICAL REPORT prepared by me or under my direct WHICH IS NOT INCLUDED IN THIS PACKAGE. DISCREPANCIES BETWEEN supervision and that a duly registered Architectt u under THE REPORT AND THE OTHER DOCUMENTS TO BE IMMEDIATELY the laws of the State of Minnesota. REPORTED TO VERIZON WIRELESS AND THE ARCHITECT. ROBERT J.DAVIS,Reg.No.12427 LESSOR / LICENSOR APPROVAL 3.) CONTRACTOR TO ENSURE TIP OF ANTENNAS DO NOT EXCEED TOWER PROJECT INFORMATION AREA MAP HEIGHT. SIGNATURE PRINTED NAME DATE SITE NAME: MINC TOFFEE BLOOMINGTON Signed: it 0-24-16 SITE ADDRESS: CEDAR AVE LESSOR/LICENSOR: PLEASE CHECK THE APPROPRIATE BOX BELOW Date: APPLE VALLEY,MN 55124 El NO CHANGES. E] CHANGES NEEDED. SEE COMMENTS. COUNTY: DAKOTA PROPOSED 4' LIGHTNING ROD DESIGN LATITUDE: N 44°44'33.99"(NAD83) W 106th ST LONGITUDE: W 93°13'09.65"(NAD83) 06 OVERALL STRUCTURE HEIGHT 9973 VALLEY VIEW RD. DRAWING BASED ON CONTACTS 1068.2' AMSL/ 84' AGL EDEN PRAIRIE,MN 55344 (952)903-9299 SITE DATA FORM DATED: 10-21-16 WWW.DESIGNlEP.COM LESSOR /LICENSOR: MOUNT OLIVET CHURCH 06ANTENNA TIP HEIGHT BUILDING TYPE: IIB 40 14201 CEDAR AVENUE 1063.2' AMSL/ 80' AGL SITE AREA: 28'-0"X 25'-6"=714 S.F. APPLE VALLEY,MN 55124 NORTH JOE McCORMACK(952)715-6321 OL ANTENNA CENTERLINE HEIGHT LESSEE: VERIZON WIRELESS 1059.2' AMSL/ 76' AGL 10801 BUSH LAKE ROAD OIL ANTENNA TIP HEIGHT verizon� APPLE BLOOMINGTON,MN 55438 1053.2' AMSL/1740 AGL VALLEY RON REITER(612)720-0052 ISSUE SUMMARY ANTENNA CENTERLINE HEIGHT I 0801 BUSH LAKE ROAD POWER UTILITY DAKOTA ELECTRIC ASSOCIATION BLOOMINGTON,MN 55438 DIRECTIONS FROM BLOOMINGTON RNC: COMPANY CONTACT: 4300 220TH STREET WEST 1049.2' AMSL/ 66' AGL (612)720-0052 FROM NORTH BUSH LAKE RD,TURN RIGHT ONTO W 108TH ST/W OLD SHAKOPEE FARMINGTON,MN 55024 REV. DESCRIPTION SHEET OR DETAIL RD AND GO 2.9 MILES.TURN RIGHT ONTO XERXES AVE S,THEN TURN LEFT ONTOPROPOSED FLUSH MOUNTED W 106TH ST.AFTER 1.3 MILES TURN RIGHT TO MERGE ONTO 1-35W S,GO 2.6 MILES CORY WILLERT(651)463-6262 ANTENNAS, TYP A ISSUED FOR REVIEW 03-22-16 ALL AND TAKE EXIT 3A TO MERGE ONTO MN-13 N.AFTER 2.7 MILES,TURN RIGHT PROJECT B ISSUED FOR OWNER APPROVAL 04-05-16 ALL ONTO CLIFF RD E.IN 1.0 MILES TURN RIGHT ONTO THE CEDAR AVE S/MINNESOTA TELCO UTILITY T.B.D. 20130877417 77 S RAMP,MERGE ONTO MN-77 S/CEDAR AVE AND GO 2.7 MILES.TURN RIGHT COMPANY CONTACT: LOC.CODE:265804 C ISSUED FOR ZONING 08-25-16 ALL ONTO 142ND ST W TAKE THE SECOND LEFT DRIVEWAY AND GO STRAIGHT BACK, PROPOSED CABLES TO RUN D ISSUED FOR ZONING 10-24-16 ALL SITE WILL BE IN THE MIDDLE OF THE PARKING LOT IN THE CURB ISLAND. UP INTERIOR OF TOWER MINC ARCHITECT: DESIGN 1 OF EDEN PRAIRIE,LLC. PROPOSED 80' MONOPOLE 9973 VALLEY VIEW ROAD TO CA TION 09 9000 PAINTED PER SPECIFlCATOFFEE VICINITY MAP EDEN PRAIRIE,MN 55344 SHEET INDEX (952)903-9299 w v SURVEYOR: WIDSETH SMITH NOLTING 610 FILLMORE STREET-PO BOX 1028 SHEET SHEET DESCRIPTION N aALEXANDRIA,MN 56308-1028 z 320-762-8149 PROPOSED CABLE BRIDGE, CEDAR AVE T-1 PROJECT INFORMATION,TOWER ELEVATION,&SHEET INDEX 142nd ST W N SEE 6/A-4 APPLE VALLEY,MN 55124 CD STRUCTUR A-1 SITE PLAN&STANDARD DETAIL INDEX ENGIN ER:AL N/A PROPOSED EQUIPMENT SHEET CONTENTS: 142nd ST W PLATFORM A-2 ENLARGED SITE PLAN CONTACTS w ISSUE SUMMARY A-3 ANTENNA AND EQUIPMENT/CABLE KEYS > SHEET INDEX < GEOTECHNICAL AMERICAN ENGINEERING TESTING DEPARTMENTAL APPROVALS A-4 ANTENNA MOUNTING DETAIL,CABLE BRIDGE PLAN&CEDAR FENCE ¢ ENGINEER: 550 CLEVELAND oLESSOR APPROVAL _ U ST PAUL,MN 55114 PROJECT INFORMATION A-5 EQUIPMENT PLATFORM PLANS,ELEVATIONS AND DETAILS JAY BREKKE,PE(651)659-9001 GRADE ® TOWER 984.2' AMSL AREA&VICINITY MAPS A-6 GENERATOR PLATFORM PLANS,ELEVATIONS AND DETAILS FENCE AND GENERATOR NOT GENERAL NOTES A-7 OUTLINE SPECIFICATIONS SHOWN FOR CLARITY DRAWN BY: DJS DATE: 03-15-16 Sx STRUCTURAL PLANS,NOTES AND DETAILS(4 SHEETS) CHECKED BY: CDB G-1 GROUNDING SPECIFICATIONS NORTH REV.A 722-16 REV.B 04-05-16 G-2 GROUNDING PLAN&GROUNDING DETAIL INDEX REV.C 08-25-16 U-1 SITE UTILITY PLAN,HAND HOLE DETAIL,&NOTES 143rd ST W OUTH ELEVATION GRAPHIC SCALE 10-24-16, SURVEY (ass—cALE:1"=20'-0" 0 1 10' zo' T-1 • 140TH STREET W SITE SURVEY Northeast corner Of the NE 1/4 of • • I • ___ Sec. 28, Twp. 115 N, Rng. 20 W I I LEGEND o 142ND STREET W PUBLIC RIGHT OF WAY o i I I O O s� STORM MANHOLE ---- - ------- --- W El STORM CATCH BASIN - r T 0-� _-� _1-- GE � III CV E ELECTRIC METER 5_ = 1 I I, I I \ 75 o LAND 11 i 7i 'I 1o'IF , North line of Lot 1 �1 SPACE _ 4 ELEC GROUND LIGHT � '' _ W n 1 w , n \I O 0 SIGN ---- I I _ J 1 1 n , 1 , ,1 I z �— I I \ O 1 �1 v „ �-1- � 1 1 ® SANITARY CLEANOUT i ; \EXISTING LLJ ,r' i 00. �, 4- w ', i \,��., `° Z 0 60 120 i I BITUMINOUS w,�� i i i a� ° 0'0 k 11 CITY r ' TREE CONIFEROUS , PARKING LOT -� I I � L_ 1 I \v �__ i 1 J Q N-I I I/� it .2 TREE DECIDUOUS i i \ o_I i i i o - Lu 1 1 1 11 SCALE ( IN FEET) SHRUB - i vv Off -i iw ii i 25 75 75 u I 10Q ORIENTATION OF THIS BEARING SYSTEM IS 10- _ �Ji � —�I BASED ON THE DAKOTA COUNTY WATER HYDRANT COORDINATE SYSTEMNAD83(1986) 13.) Drainage and Utility - I OF AC AC UNIT , i � iN Easement per plat of DENOTES A FOUND SECTION CORNER -0 PID NO:014940001010 MOUNT OLIVET ADDITION \\ I co -T- I n I r-. ^ ^ -- n 1 MONUMENT MAILBOX I 11 \ V I I I \ N I � � � 1 I 7 MOUNT OLIVET V `v i o i i \_% i \v • = DENOTES A FOUND IRON MONUMENT q ---� I I I r�� --- ---7r-I I r \ HANDICAP SYMBOL I p I I I - ASSEMBLY OF GOD • - I I I ► I I iO r0 r-- —T— I Z O • �- GAS METER I I ° o`I I _ 1 I Ln 145TH STREET W G I rn a I I �, d ,. ' 1 1 1 1 �2 ® GUARD POST i i i � H I l i -r o 1 1 0 0 W l i I l l z 2 ELEC LIGHT POLE y, I I Q � w I l i I i Q Q APPLE W UGE UNDERGROUND ELECTRIC ____ ; I V I ' j LOT 1 i CO o GRID FOC UNDERGROUND FIBER OPTIC i I o 2 \\ rn I\ I ' \ EXISTING BLOCK 1 1 U = Z UGT UNDERGROUND TELE 1 N - 0 1 \ I BUILDING I NORTH - W GEODETIC I I \ rrj j I I I - _JI n r 1 —T— 1 n 1 I VALLEY NORTH WATERMAIN v I I P-A 1 1 1 1 1 1 \1 I J i I l l 1 l 1 i I • v I yam , L� 1 1 1 1 v l m EDGE OF WOODS r, I V, I I� I I D 0,19, I o Q SECTION LINE h z o I\\ ; I I ; EXISTING I UJI � 0'04'07" MAGNETIC w , n -- I I I I 1 BITUMINOUS „ , W NORTH QUARTER LINE mo �, i 7 I �, / PARKING LOT I z _. v v ._ _ I I�_ — I U SIXTEENTH LINE ''� I I w I I c�c� Z I I I I / , , , , , , . , ,, , , W DEED / PLAT LINE z Z I ,'-_ I w - -- z i I 7� 10 ' I ,%' ' Iii 11 7 7 , Q z } I I w o v I I v _ - I r �� --- 41 RIGHT OF WAY LINE o I I I I z BOUNDARY LINE ' �; _ ; r r ,I I , I ' � �--- " � I I \ I 1 � I /' / /--r y�7 III 11 I I Q , � e , 1 � o I I � I I I F� / / � - � � 1 t \ � Existing +� ' � r° Mount Olivet I \ I 0 . . ------------------ EASEMENT LINE I - � 5- I-t -�, I \I _---' .' ,4 - - :5/�� 4�' '\\ U Sign I \ / a� F -600 - - CENTERLINE 1 I _-- _ I I \ I - - , °� _ U - 1 r I +� I I \ I I Q � / \� � 1 I I \ 1 I 27 O W \ VICINITY MAP LAND SPACE --- —; z N ; ; 986 ;_ �_;_ ; L' - �o LAND SPACE c I I 1 I I \` ` ` - -110f�+1101 - r SEE DETAIL ow o '' • : I w ' _ -- - • • • BUILDING WALL HATCH I _� --, � ,.�, ; . W _ _ 75 1 C.S.A.H. NO. 42 150TH STREET -_ ) i j- ------ \ ;\\\�- -ti, --- - _ -1 'o q!6,3g72 9�7 1 I 1 00 \ V A A e / ��� / _ B R7 I I \ \ \� \\\ \\\ %'>-' ,a t-i,l QI _- rn 7 \ N89°55'46"W 432.35 CONCRETE SURFACE - I _\ 1 \\ .^�� I _09— - • - - - - - - - - - - - - - - - -' ' - - -I- - E 1. EXISTING 1 I , ' , xistin I Bituminous `- Existin BUILDING 1 I \ o Transformer I I \ oo W , Parking Lot 6'TI F 10 I °j__ C I /,r_ 10 wide Utilities g �i // / _ i \ - I p 1 \ \ i Q� I I op is 92- \ 1 Ri ht of Wa / , Q I \\ \ a� \ _ Existing I I \ / , ' J I I \ \ \ co °� I Trash I I \ I ` _ 9 Y _ / / \ I \ Ln - - /" 1 rn Enclosure aj I a7 \ i � I \ \ \ \ 10---j \ O CO I 0 1 N I i'1 / ,i i" // / �Q ---- I C = I \ 11 \ \\ \ ° \\ 1 I1 \ I O 1 cD I _ I i i // r' I N I \ \ \ \ \\\ '= Q 7 ! ' -- - __----_-- - - ------------------------------i----J I \ Z E IQ � I � i i � / , �.' I N \ \ \ C ` �. \ is _ \ , 0) 1 i i P / 986 : I Q I 10 �_ Point of Beginning / �' �' o ' ti �ti ti 4 I w I ` 1 vv a� o v ` v_____ _ `v v �, \-_ � 100'�/ 4 --- i w I \\1 \`\' ° E z \ `\ \__ --I -10 \ \ Line A 75 Q < �' I \ +r + V A V I V A 1 0 °_ + -r- Ir Line B 17. Vacated Draina Drainage -� �' �' >,c� I 1 \\___ SEE DETAIL ° N 1 r0 a� I o I I ) 9 \ o , ; ti <, '< _ i + o I \\1 ° ° a, \\ \ --_ i \`- 13.) Drainage and Utility c° 40 + j N % r n Utility Easement per j \ ,' c j <4 44< 4 4 ,' ---- I -- Z j \\\ \\ ° W N I o 1 I r I S90°00 00 E Instrument No. 612056 I \v' < 4 ti i w I '\I > E \``--__ i Easement per plat of o w c 1 N /. I \ / ,� <iy < 4 - I \\ ^_ I MOUNT OLIVET ADDITION o z z I Z I I 28.00 I, i do o ( l W I \\ U `-- I / —<1------- -- 4 --4y ------------- — I C 1 I� n w 1 r—� n , n \ / ------------- ----�---- —7---L-- �-- —_ -- ------ -- --- -- -- ------T-----t — �--- — — I I \ I O N O O I VA I 1� n 1 1 I 1 n , , I Y I - � L__J - _ \ / --- I Q I I \I > i 13.) Drainage and ---- 1 1 I r 1 984 - \ 1 r 1 _ I 1- � � -,- 0 � � a� \ - I I/ __ I � 1V1 1 I ° I - Utility Easement per y1 a� _ E ---- \ \ Tree Branch I I 11 \I \ I L at of MOUNT OLIVET BUILDING r=' I `- \ L , ,� r r II 7 I Existing r North line of the I I I EXISTING v r v o 1 Coverage r r / I I ADDITION I W m \ ' I 10--1 0 0 0 ' TYP. 4 Transformer I SE 1/4 of the NE 1/4 `--- -' I I cn 1 I o LAND L0 O� 1 ( ) , I \ I 0 �Y I i g3 _ 9� I w --- 977 I \ I I n 1 n -T- 1 n 1 n 1 a� I __ \ I I I•>7 O 1 -'''' /I 7 7 I I I I L �_ Lf�lo ' 9 IO) r I \ I/� \ 1� 1 , � 1 1 1\ 1 , � 1 C O N O .N _ _ `=\�1��Jv 42 I ' I LJ—J I�r I I 1 v , 1 1 1 v , L__ — C ;SPACEI' 1 0__ _ , ,I�' ,�I I _ 'I s a cn =-''' ----- _ 1 I I I 0 0') �, oN i i i z - , �- _ " g8� - - g�9 '' 4 N89°55'46"W 432.35 ---� _ ; i PID NO:014850001010 0 '`- - - - - -_' - - - - — - - - - - \- - - - - - - - - - - - - - - I i West line of the East 435.6 feet i AMERICAN BANK OF ST PAUL Cn ° _ 28.00 - -� - <, 1 EXISTING - 1 ° I \ I „ I \ \ 7 I of the SE 1 4 of the NE 1 4 I o' I I - I BUILDING I / / N 0{ \\ , ' N 90°00 00 WI j 1 �' \ 7 I ``_ I W ` I j j r-.I n n 1 1 i ++ I I Existing Curb ' I \ \ Z _I _ I � lil � / g 1U' I > ` --� 27 - 1 i , � 1� 1 1 � v 1 I 1 (D Point of Be innin of Land Space and Gutter ° Iv \ E I 1 1 I 1 ,--A 1 1 `\ a� °� 43.49 1 -- /00-) g g. P, \ ° I I ,' , N / & Point of Beginning of Line A I 1 i _ I 1 �_ N90°00 00 W I o I I- I I I ----------------------------------- \\\\ a �, E - 1�---�-- 1- 7 I i \ I 435.60------------------1---------------- ----- ------ / I v v I I I I l0 1 z I \ I , y' J 1CR 1 1 \ 1� I , 1 1 1 1 1 1 Point of Beginning of 20 wide - I 10 o � ExistingBituminous �I �I O 07 � 11 � i A 5 v--� 1 1 1 1 1 1 1 I I 1 1 I 1 0 20 40 II �, Access & Utilities Rights of Way,/ i I o / I Parking Lot 1 11 itsI ' o I I I' SURVEYOR NOTES: 1 �" I 1 I I I v Existing -� � I o�`b I I I I I '1 Trash 1 I SCALE ( IN FEET) � --- --- --- --- I 1 ti I Co 1 Enclosure 1 1.) Utilities are per observed evidence and _---Jr Line "A" ti DETAIL g P , i 1 n' markings per GOPHER STATE ONE CALL, Locate Request Ticket No. 160390602 dated ' ' � �` 143RD STREET W Q \ \\ •\ \; I February 8, 2016 and per Hance Private 10 wide Utilities ��- --- I '\\ ,' ; Ir 4 Locating Services. `� ; '� PUBLIC RIGHT OF WAY Right of Way I r UGE / `� r ° / \ ' ' ' ` r --- --- --- \_-- ,_7 `\\\ IUGE - _ - - , ----_- _--- -- r` ----------- ' 2. Due to snow and ice cover present at the �` I N89°52 35_E 118.58_- o l---a " __ ___-__�___�---------------y-i--- 7 time when the field work was completed, \� /;=- --- '7`- -___-----_- __--- -_- --------- \ I or- ----------------------- ----------- some utilities and improvements may not \\ _ _ ------------_ h b located. S I --- - -----_--=-------------------a------------\-- P Y \\ ��s \----- -----==- ---��- \ I ave been 10' wide Utilities -UGE \ \\ `\ '13.) Drainage and Utility - =®_ I Right of Way _\y 3. The Proposed Land Space together with all \ \ \ � 1 g y 13. Drainage and Utilit ) P P g Easement per plat of I _ ) g y Access & Utilities Rights of Way are within Southeast corner of the NE 1/4 of - 1 ` \ ` MOUNT OLIVET ADDITION - - - West line of the East 435.6 feet South line of the North 100 feet Easement per plat of the area described in the Property Description / ' r 10 of the SE 1/4 of the NE 1/4 of the SE 1/4 of the NE 1/4 MOUNT OLIVET ADDITION p y p SHEET 2 OF 2 SHEETS Sec. 28, Twp. 115 N, Rng. 20 W , -__ contained herein. • I HEREBY CERTIFY THAT THIS DOCUMENT WAS SITE NAME. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR MINC TOFFEE UNDER THE LAWS OF THE STATE OF MINNESOTA. WIDSETH SMITH NOLTING Dakota County, MN 1 6/13/16 ATTORNEY COMMENTS SMK SMK SMK SIGNATURE . FULL SCALE ON 22"x34° Engineering Architecture Surveying I Environmental --- — -- - - — HALF SCALE ON 11"x17" No. Date REVISIONS By CHK APP'D omt- NN M. KUPC,Ihv, L.S. FIELD WORK: 2/17/16 CHECKED BY: SMK DRAWN BY: NTG/SMK DATE: 4/8/16 LICENSE # L.S. 0494A1823.000 © 2016 WIDSETH SMITH NOLTING 142ND STREET WEST I GENERATOR TYPE: \0\11..J' DIESEL DETAIL INDEX �R1° Dq� 3 A-1 i FROST DEPTH DETAIL DETAIL DESCRIPTION LICENSED $~ m- DESIGN =4'-0" ARCHITECT y — 7 PLATFORM VZW9.4X14-GLSP-4:9'-4"x14'-0"PLATFORM W/CANOPY(SEE A-5) r— -- ��--+-- -------------- 12427 r — GEN 1.4 DIESEL GENERATOR 20REOZK(SEE A-6) Q` 1 \\ \ 1.1 BOLLARD DETAIL \ 2.1 NOT USED I 1 1 3.1 CABLE BRIDGE SECTION(SIM) I \ 4.4 CABLE BRIDGE ELEVATION(SIM) I I I I 1' 1 LESSEE UTILITIES RIGHT OF I 1 ' 1 1 \� \ 5.1 NOT USED I � , WAY, 10'-0" WIDE � I hereby certify that this plan, specification or report was I I I 6.1 NOT USED I I LESSEE ACCESS RIGHT - 1 1 j \\ prepared me or under my direr � supervision and that I am a duly I I OF WAY, 20'-0" WIDE ` 7.1 NOT USED registered Architect under I the laws of the State of Minnesota. 8.1 TELCO ENTRY DETAIL ROBERT J.DAVIS,Reg.No.12427 9.1 CMPH DETAIL EXISTING DRAINAGE AND UTILITY EASEMENT i 10.5/10.6 ONE-LINE ELECTRICAL RISER DIAGRAM(GC TO VERIFY) 12.1 METER PEDESTAL Slgned: \ I 1 10-24-18 PROPERTY LINE, TYP. I Date: JQ r \ EXISTING UNDERGROUND I 77, ° DLI SIGN C ELECTRIC LINE, TYP. I I 1 1 IIP` EXISTING LIGHT I POLE, TYP. 9973 VALLEY EDEN PRAIRIE, 55344 LESSEE LAND SPACE (952)903-92903-929 9 WWW.DESIGNIEP.COM a I �I LESSEE ACCESS AND UTILITIES RIGHTS OF WAY ■ I II EXISTING BUILDING I I Y \ _ verizon \ EXISTING BITUMINOUS I —— I _ 10801 BUSH LAKE ROAD \ ' 1 i I BLOOMINGTON,MN 55438 \ PARKING LOT, TYP. ,, (612)720-0052 PROJECT 20130877417 SITE PHOTO LOC.CODE:265804 2 LOOKING NORTHWEST MINC I I F t A .. i TOFFEE W EXISTING SHEDaa'y c 1 I I EXISTING BITUMINOUS I Z PARKING LOT, TYP. I W LESSEE ACCESS AND UTILITIES RIGHTS OF WAY CEDAR AVE \ VACATED DRAINAGE , LESSEE UTILITIES RIGHT APPLE VALLEY,MN 55124 \ AND UTILITY EASEMENT 1 1 1 4 ��J / \ I (/ / Q OF WAY ILI M vvv I I TowER — �� ,' ti I SHEET CONTENTS: v w 986 _ , 1 i / LESSEE LAND SPACE, / e e / U SITE PLAN \\ \\ \S I o I —0 ^ I DETAIL INDEX 7 / — SITE PHOTOS , M ,--984 r i= TOWER - \ 977 \\ \\\ T\ \ 9S4� DRAWN BY: DJS A21I I 142ND STREET WEST DATE: 03-15-16 Y ^� \I 1� EXISTING BUILDING TREES, TYP. \ EXISTING 145 -- m till a) I CHECKED BY: CDB REV.A 03-22-16 \ o N ��EXISTING UNDERGROUND \ VACATED DRAINAGE , 1 w w STORM DRAIN REV.B 04-05-16 \\AND UTILITY EASEMENT I1 I N za EXISTING DRAINAGE I SITE PHOTO REV.0 08-25-16 o N AND UTILITY EASEMENT INORTH 3 LOOKING SOUTH REV.D 10-24-16 LESSEE UTILITIES RIGHT OF WAY, 10'-0"WIDE SITE PLAN GRAPHIC SCALE —_ —�— ----- -- _---- — ----_ _ ------ ---- A-1 �,cS --__ — — — — PROPER Y LINE, TYP. 1 SCALE:1"=60.0" o aa' so' �� L1 PROPOSED REMOVAL 1 NOTE: i OF EXISTING TREES 1 LESSEE UTILITIES RIGHT 1 CONTRACTOR TO COORDINATE PUBLIC AND OF WAY, 10'-0"WIDE`I PRIVATE UTILITY LOCATES PRIOR TO 1 I �1 CONSTRUCTION START. NOTIFY THE ARCHITECT LICENSED PROPOSED REMOVAL AND THE VZW CONSTRUCTION ENGINEER ARCHITECT _ LESSEE LAND SPACE, I OF EXISTING TREE IMMEDIATELY OF ANY UTILITY LINE ISSUES. 12427 Ir 1 NOTE:EQUIi i °I°•,� °° 1 --- WITHPGUARDMENT PRAILSRILC (INTEGRATEDVIDED ELOADD } 25'-0" 1'-6" / 1 FENCE - CENTER), CANOPY AND LIGHT FIXTURE. —- -( -- -------------- ------ ------ ---------------------------- - � CONTRACTOR TO PROVIDE ADEQUATE LIFTING 16 EQUIPMENT FOR PICKING AND SETTING ON 1 I o i I FOUNDATION. - I ` _ `- - `- , I hereby certify that this plan, 1 1 specification or report was PROPOSED 1 prepared by me or under my direct 1 supervision and that I am a duly 'o - PROPOSED CLEAN MONOPOLE I registered Architect under I - POLE TOWER the laws of the State of Minnesota. I I I ROCK OVER GEOTEXTILE 1 1 I - ih - - - - - - - - - - - - - - - - - - - SEE T-1 - - 1 ROBERT J.DAVIS,Reg.No.12427 / V \ I EXISTING TREE TO REMAIN O O 985 1 0 0 / Signed: / 10-24-16 1 U I \1�" I / Date: i.1 Z PROPOSED / I I RRUS, SEE I I L X , 1 1 L______J PROPOSED CABLE BRIDGE, ' 1 / 1 3'-10' A-3 r------- SEE 6/A-4--. DESIGN 1'-0" 1 TOP OF PLATFORM I 1 = 986.2 AMSL f. O O 1 -- 1 1 / 9973 VALLEY VIEW RD. 5 1 92)903-9299 MN 55344 ./ . .___ . I WWW.DESIGNIEP.COM i I PROPOSED REMOVAL OF EXISTING TREE d. 1 11 w rj I I I I ��PROPOSED REMOVAL I 1 OF EXISTING TREE verizon✓ 1 L J iSED �. 1 I _____— GENT r. I .�r. 10801 BUSH LAKE ROAD i C7 ICE C_a 438 a`}y a,' I ., I 1•' SHIELD — BLOOMINGTON, 55 I I i1 I 1 I I I PROJECT 20130877417 LOC.CODE:265804 --- — J N o .; . ., .o. MIN 4'-0. EQUIPMENT PLATFORM 4'-1 - 3'-2- TOFFEE I . . . . . . . . PROPOSED CEDAR I FENCE, . . . . . . . . .. . . . . . . SEE 2/A-4. . . . . . . . . IM 1 I PROPOSED _- CEDAR GATE, %A\ PROPOSED 1—PROPOSED TIMBER 1 TYP. SEE. METER I EDGING, EE /-4 -__ ---�- APPLE VALLEY,MN 55124 _-- I 1 I 3/A-4 PEDESTAL NG S 4 A -- -- SHEET CONTE) ENLARGED SITE PLAN 1 8'-6" 4'-0" 4'-0" - 8'-11 / FENCE GATE GATE FENCE 1 i I / i /-11111111 BITUMINOUS PARKING LOT, TYP. i EXISTING CONCRETE DRAWN BY: DJS JVJ' X' I CURB AND GUTTER, TYP. DATE: 03-15-16 JVJ 1 NOWORK / 1 CHECKED BY: CDB REV.A 03-22-16 I / REV.B 04-05-16 REV.C 08-25-16 NORTH REV.D 10-24-16 ENLARGED SITE PLAN GRAPHIC SCALE � SCALE:1/4"=1'-0" ° r 4 A-2 1X6 STAINED CEDAR 1X6 STAINED CEDAR 4'-0" 4'-0" BOARDS, 1/2" AX.SPACIN BOARDS, 1/2" MAX. BOARDS BETWEEMN LICENSED SPACING BETWEEN 2X4 STAINED CEDAR ARCHITECT BOARDS _ 8'-0" OC MAX GATE SECTION PLATE 12427 /�////-2X4 STAINED 4X4 STAINED CEDARQ CEDAR PLATES POSTS 8'-0" O.C. e MAX. ��q \\ .. ..., 4X4 STAINED CEDAR VI' ( - POSTS 8'-0" O.C. 10" DIA CONC. PIER MAX. FOOTING PARTIAL PLAN �*�8" DIA CONC. PIER FOOTING � 4'-0" 4'-0" I hereby certify that this plan, specification or report was 2X4 STAINED CEDAR prepared by me or under my direct supervision and that I am a duly TOP & CAP PLATES registered Architect under the laws of the State of Minnesota. GALVANIZED HEAVY ROBERT J.DAVIS,Reg.No.12427 0 2X4 STAINED CEDAR N DUTY GATE HINGE NOTE: 76' ANTENNA TOP & CAP PLATES (TYP OF 4) CENTERLINE SHOWN. 66' ANTENNA CENTERLINE 2X4 STAINED CEDAR X' SECTOR (POSITION #2) SIMILAR 2X4 STAINED CEDAR i BRACING POSITION MID PLATE o GALVANIZED GATE i #1 1X6 STAINED CEDAR LATCH Signed: UNIVERSAL RING MOUNT, i BOARDS,\ 1/2" MAX. 2X4 STAINED CEDAR 10-24-16 SITE PRO 1 MODEL# LWRM Q SPACING BETWEEN & UNIVERSAL ADJUSTABLE BOARDS MID PLATE Date: WALL MOUNT BRACKET, SITE �i 1X6 STAINED CEDAR BOARDS, 1/2" MAX. a 2X4 STAINED CEDAR DESIGN PRO 1 MODEL# WMU-12S SILL PLATE SPACING BETWEEN U 4X4 STAINED CEDAR BOARDS o ho= MATS 8'-0" O.C. 2X4 STAINE SILL PLATED CEDAR 9973 VALLEY VIEW RD. v 8" DIA CONC. EDEN 903-9299 0Rg 919,MN 55344 4X4 STAINED CEDAR P Q� FENCE ELEVATION PIER FOOTING GATE ELEVATION POSTS 8'-0" O.C. WWW DESIGN 1 EP.COM 0 0 MAX. � 10" DIA CONC. PIER FOOTING NORTH NOTE: ALL CEDAR MATERIALS NOTE: PROVIDE "HOLD OPEN"AND LATCH TO BE STAINED WITH SHERWIN WILLIAMS OPERABLE FROM BOTH SIDES OF GATE #SW 3540 WOODSCAPES TO ENSURE EGRESS AND PREVENT verizon ANTENNA MOUNTING DETAIL EXTERIOR HOUSESTAINS UNINTENTIONAL DETAINMENT. SCALE:1/4"=1'-0" 10801 BUSH LAKE ROAD GRAPHIC SCALE CEDAR FENCE DETAIL GRAPHIC SCALE GATE DETAIL GRAPHIC SCALE BLOOMINGTON,MN 55438 (612)720-0052 0 2' a 2 SCALE:1/4"=1'-0" o z' a &�CEDAR ALE: 0 2' a' PROJECT 20130877417 PROPOSED CABLE LOC.CODE:265804 BRIDGE POST THREADED END TO MIN C ACCEPT ADAPTER TYPE REFER TOYPEDOF GPS TOFFEE ANTENNA & REQUIRED NOTE: 3" DEEP ADAPTER TYPE CABLE BRIDGE SUPPORTS ARE REQUIRED CLEAN ROCK AT INTERVALS NOT TO EXCEED 6'-0"WITH 'r ; OVER WOVEN 1.5"0 x 3'-6" OVERHANG EXTENSIONS NOT TO EXCEED 1'-6" ` POLYETHYLENE GALV STL GEOTEXTILE 6" x 6" ACQ GPS ANTENNA, TREATED TIMBER PIPE MAST, 2'-B" 1'-g" FABRIC RECLINED SEE 5/A-4 CEDAR AVE O I APPLE VALLEY,MN 55124 PROPOSED PIPE O 9 GRADE (VARIES) TO PIPE CLAMP o, O O SETS BY SITE SHEET CONTENTS: #4 X 24" REBAR, PRO 1, PARTr O CABLE BRIDGE PLAN I DRILL HOLE IN #ACP08K I ANTENNA MOUNTING DETAIL NOTE: ROCK SIZE SHALL BE TIMBER SMALLER I FENCE AND GATE DETAIL 3/4" MIN. — 1 1/2" MAX. THAN REBAR, EXTEND AND O G GPS MOUNTING DETAIL AND DRIVE BAR INTO O O CUT NOTCH IN T O TIMBER EDGE DETAIL DIRT. COUNTERSINK ICE SHIELD I 4'-2" REBAR IN TIMBER Y K UNDER CANOPY, 1/2" & SEAL w/ SECURE WITH EXTERIOR THREADED RODS DRAWN BY: DJS POLYURETHANE & HARDWARE NORTH CAULK. I I ;/ 0 � ; DATE: 03-15-16 CHECKED BY: CDB PLAN VIEW REV.A 03-22-16 REV.B 04-05-16 ELEVATIONS REV.C 08-25-16 TIMBER EDGE DETAIL GRAPHIC SCARF 4 SCALE: E =1'-0" 0 2' a. CABLE BRIDGE PLAN GRAPHIC SCALE REV.D 10-24-16 &27p_�7/4"MOUNTING DETAIL GRAPHIC SCALE=V-0" I. 2' a' o a' r-a' LICENSED ARCHITECT FF 12427 BATTERY BATT FUTURE EQUIPMENT EQUIP FUTURE ENT ^ CABINET CABINET ILC �/ °°°�°• j � Ml�'" I I I I GA V LOK I I I I OA I I I I opo 000 000 00o f I hereby certify that this plan, ———— specification or report was c©c C prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J.DAVIS,Reg.No.12427 HELICAL PIER FOUNDATION, SEE STRUCTURAL HELICAL PIER FOUNDATION, SEE STRUCTURAL 1HELICAL PIER FOUNDATION, SEE STRUCTURAL 1HELICAL PIER FOUNDATION, SEE STRUCTURAL REAR ELEVATION LEFT ELEVATION N'-O" LEVATION GRAPHIC SCALE GHT ELEVATION Signed: 5 SCALE:3/16"=1'-0" &FRONT SCALE:3/16" I i'-e s-4 &�_ALE:3/16"=1'-0" o-za-ls Date: CONTRACTOR-FURNISHED FIELD APPLIED ITEMS DESIGN k —_ a CABINET OA JUCTION BOX --- 20REOZK (Diesel 20KW) w/ Standard Tank (VzW—PS# 21148828) 10'-0" POSTS FOR ICE SHIELD �e W/ Ice Shield 1'-8" 1'-8" LICENSED Genset ADV-8622 7 lofi-8" ARCHITECT = 6'-5 1/2" SOUND ENCLOSURE 12427 Standard Tank ADV-8784 1 6'-4 3/16" TANK BASE Q� Enclosure ADV-8621 °..°...°..�...°�°�`°� •` \ / ZSOUND ENCLOSURE `. u, 6" X 25 7/8" 6 1/2 ELEC. STUB UP GENERATOR I hereby certify that this plan, �' THROUGH GEN. BASE TANK specification or report was \ N¢ prepared by me or under my direct ot4 z m 5.5" X 24" ELEC. STUB UP supervision and that I am a duly o w 1 z registered Architect under Z N THROUGH FOUNDATION the laws of the State of Minnesota. N=o ROBE RT J.DAVIS,Reg.No.12427 N of 11 i CUSTOM i O i Signed: NOTE: 26.74" DOOR SWINGS FOUNDATION, \ ; o-za-ls i ON EACH SIDE OF THE SEE �� ' Date: GENERATOR STRUCTURAL GENERATOR PLAN GRAPHIC SCALE DESIGN 3 SCALE:3/8"=1'-0" o r-4" 2'-1,. 9973 VALLEY VIEW RD. EDEN PRAIRIE,MN 55344 (952)903-9299 WWW.DESIGN 1 EP.COM (2) 2' HEIGHT X 1'-11 1/4" WIDE X 12'-0- LONG 10 GA. GALV. STL GRIP STRUT. SECURE TO ANGLES W/ (8) 1/2'0 BOLTS AND (2) OVERSIZE WASHERS. BOLT GRIP STRUT PIECES TOGETHER W/ (3) 1/2"0 BOLTS AT 2'-0" O.C. ■ �5'-0' 10'-0' verizon ,' GALV. STEEL POST CAP 10801 BUSH LAKE ROAD BLOOMINGTON,MN 55438 (612)720-0052 2'-0" (MIN.) 3" X 5' 1/4" GALV. STEEL PROJECT ANGLE 6'-0" LONG W/ 20130877417 5/8"0 U-BOLTS TO POST LOC.CODE:265804 HELICAL PIER FOUNDATION, SEE STRUCTURAL MINC TOFFEE 3 1/2" O.D. SCHED. ❑o FOUNDATION PLAN 40 GALV. STEEL PIPE 2 SCALE:NONE CEDAR AVE F'. APPLE VALLEY,MN 55124 HELICAL PIER FOUNDATION, SEE HELICAL PIER FOUNDATION, SEE STRUCTURAL 4'-0" STRUCTURAL CLEAN ROCK DEPTH SHEET CONTENTS: GENERATOR PLAN GENERATOR ELEVATIONS 3' 18"0 PIER FOOTING TO FROST DEPTH. t (4) #4 GR. 60 REBAR W/ 12"0 CIRCLE TIES AT 12" O.C. CONC. TO BE 4000 PSI 0 28 DAYS W/ 6%(t1%) ENTRAINED AIR DRAWN BY: DJS DATE: 03-15-16 GDB ENERATOR ELEVATIONS GRAPHIC SCALE CHECKED BY: C 4 SCALE:1/4"=1'-0" 0 2' 4' REV.A 03-22-16 REV.13 04-05-16 01NOT USED REV.C 08-25-16 SCALE:NONE REV.D 10-24-16 .1116— A-6 POWER TYPE: \\\\ '( J D ///� — 142ND STREET WEST 120/240V, SINGLE AL '/, PROPERTY LINE, TYR. PROPOSED FIBER DISTRIBUTION PHASE, 200 AMPS — PEDESTAL MAY BE REQUIRED BY PROPOSED HAND HOLE/PULL LICENSED UTILITY PROVIDER BOX, LOCATED WITHIN PUBLIC ARCHITECT UGE ZZ, RIGHT OF WAY INSTALLED BY _— _ __ 3 ___________ PROPOSED HAND HOLE/PULL BOX, LR FIBER PROVIDER NOTE: 12427 1 1 U-1 LOCATED WITHIN PUBLIC RIGHT OF WAY / Q` 1 EXISTING UNDERGROUND ����\\ i INSTALLED BY DARK FIBER PROVIDER 1. CONTRACTOR TO COORDINATE PUBLIC AND PRIVATE UTILITY i '°°•°.° ELECTRIC LINE, TYP. �\ ` LOCATES PRIOR TO CONSTRUCTION START. NOTIFY THE \` 1 ;° ARCHITECT AND THE VZW CONSTRUCTION ENGINEER '//,_ \\\` C \ \X EXISTING IMMEDIATELY OF ANY UTILITY LINE ISSUES. 0 CONCRETE 2. EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE C3 - 1 SIDE WALK AND NOT ALL UTILITIES ARE SHOWN. CONTRACTOR IS RESPONSIBLE TO NOT DAMAGE UNDERGROUND UTILITIES AND Thereby certify that this plan, LESSEE ACCESS 1 - T — — MUST CONDUCT BOTH PUBLIC AND PRIVATE UTILITY LOCATES specification or report was RIGHT OF WAY, c PROPOSED UNDERGROUND FIBER CONDUIT I BEFORE EXCAVATING. prepared by me or under my direct 1 1 — I JG- I GE_ _ _ _ \ , PROPERTY LINE, TYP. supervision and that I am a duly 20'-0"WIDE WITH A TRACEABLE WIRE FROM HAND IJGE UG1 3. CONTRACTOR SHALL RESTORE ALL AREAS, INCLUDING ,..i / Uht registered Architect under HOLE/PULL BOX WITHIN PROPERTY, TO 1 i NORTH the laws of the State of Minnesota. PROPOSED 17" X30" X 24" HAND LANDSCAPE, DISTURBED BY CONSTRUCTION TO ROBERT J.DAVIS,Reg.No.12427 1 COMPOUND HAND HOLE/PULL BOX BY G.C., , EXISTING UNDERGROUND PRE-CONSTRUCTION CONDITIONS. C I I I :;;, MINIMUM OF 42" BELOW GRADE W/ 2 HOLE/PULL BOX, 12" MAX. FROM i ELECTRIC LINE, TYP. DETECTABLE RIBBONS, APPROX 530 LF RIGHT OF WAY. BY G.C. 1 1 1 o cF EXISTING uNDERGRouN°, . PULLBOX LOCATION PLAN GRAPHIC SCALE ELECTRIC LINETYP3 I SCALE:1/8"=1'-0" 0 4' 8' Signed: Date 4-16 I DESIGN [� 9973 VALLEY VIEW RD. I I S13 . . I EDEN PRAIRIE,MN 55344 , (952)903-9299 O 1 s' WWW.DESIGNIEP.COM LESSEE LAND SPACE, ,. o o o00 , /< ' I fi ,a 128'-0" X 25'-6" I - L� - L. LO I o o I o , verizonv 1 L----J I� ' ' . ' ' I 10801 BUSH LAKE ROAD EXISTING I I ,C , AC ; ; '� i----i ,:'-'��� % ``. I BLOOMINGTON, MIN 5255438 LIGHT i POLE, TYP. ' p O i l � �. I ( ) 1 1 1 PROPOSED a I I L---�� GENERATOR ----------,. PROJECT LESSEE UTILITIES RIGHT OF ° / / 1 20130877417 II I I I LOC.CODE:265804 WAY, 10'-0"WIDE i 1 a PROPOSED UNDERGROUND / I ISECONDARY ELECTRICAL RUN I MIN C e 1 \ to FROM ILC TO GENERATOR BY 1 LO G.C., MINIMUM OF 32" BELOW— ; I � TOFFEE c I h GRADE W/ 2 DETECTABLE RIBBONS,NS APPROX 20 LF Gn j 11 . . . . . . ,. o ., o t CEDAR AVE p I I EXISTING TRANSFORMER I I❑ ,'. I APPLE VALLEY,MN 55124 LESSEE LAND SPACE, I I JVFO n � I w n _ _ __ SHEET CONTENTS: 28'-0" X 25'-6"______ EXISTING UNDERGROUND LESSEE STORM DRAIN (2) PROPOSED UNDERGROUND PRIMARY 1 n . SITE UTILITY PLAN C sill ELECTRICAL LINES FROM THE EXISTING I I ;; I PULLBOX LOCATION PLAN E UTILITIES RIGHT PRIMARY ELECTRICAL RUN TO THE I I. PROPOSED METER PEDESTAL ENARLGED PULLBOX OF WAY 10'-0'WIDE TRANSFORMER. BURIED A MIN 42" DEEPLOCATION PLAN WITH (2) DETECTABLE RIBBONS, -- -- - ---- ---------- --tet —���� --- -------_---- , APPROX. 15' LF. EACH PROPOSED 17" X30" X 24" 1 ,3—FI 35n HAND HOLE/PULL BOX AND • - _ _ __ UNDERGROUND FIBER CONDUIT ✓����� TO HOFFMAN BOX BY G.C. PROPOSED UNDERGROUND FIBER CONDUIT PROPOSED UNDERGROUND SECONDARY ELECTRICAL DRAWN BY: DJS PROPOSED UNDERGROUND SECONDARY I PROPOSED PAD CONTRACTOR TO SPLICE EXISTING PRIMARY WITH A TRACEABLE WIRE FROM HAND RUN FROM METER TO ILC BY G.C., MINIMUM OF DATE: 03-15-16 ELECTRICAL RUN FROM TRANSFORMER BY` MOUNTED ELECTRICAL FOR INTERCEPTION OF THE HOLE/PULL BOX TO HOFFMAN BOX BY 32- BELOW GRADE W/ 2 DETECTABLE RIBBONS, CHECKED BY: CDB G.C., MINIMUM OF 32- BELOW GRADE W/ 2 TRANSFORMER PROPOSED PRIMARY ELECTRICAL LINES G.C., MINIMUM OF 42" BELOW GRADE W/ APPROX 20 LF REV.A 03-22-16 DETECTABLE RIBBONS, APPROX 200 LF 2 DETECTABLE RIBBONS, APPROX 15 LF REV.B 04-05-16 NORTH REV.C 08-25-16 NORTH REV.D 10-24-16 SITE UTILITY PLAN GRAPHIC SCALE ENLARGED SITE UTILITY PLAN GRAPHIC SCALE 1 SCALE:1"=60'-0" 0 1 30' 60' 2 SCALE:3/16"=1'-0" 0 2'-e s'-4^ U 1 (22) PROPOSED Q' °°•.lr i COLORADO SPRUE: n e LICENSED r ARCHITECT 12427 ` PROPOSED REMOVAL OF \\ `\ � �� . '9 T •� EXISTING TREES AS REQUIRED \ \ � \ FOR PROPOSED TREES, TYP. ILQ \ \ \ I hereby certify that this plan, \ \ \ specification or report was CRPrepared me or under my direct supervisioio n and that I am a duly \\ �� TREES TO BE A MINIMUM OF 8r-0" AWAY FROM THE EDGE OF EXISTING CONETE CURB. registered Architect under the laws of the State of Minnesota. \ \\ ROBERT J.DAVIS,Reg.No.12427 LANDSCAPE KEY ` \ \ TAG SYMBOL QTY. COMMON NAME BOTANICAL NAME PLANTING SIZE MATURE SIZE \ COLORADO 8'-0" TALL, H: 50'-75' Signed: \ QA 22 BLUE PICEA PUNGENS BALLED ANDW: 0'-20' ?16 SPRUCE BURLAPPED Date EXISTING 0. DESIGN TREES, TYP. rYEXISTING BITUMINOUS � I PARKING LOT, TYP. ` \\ \\ _— NOTE: 9973 VALLEY VIEW RD. \ EVERGREEN TREE - GROUND LINE TO BE EDEN PRAIRIE,MN 55344 K$1j5 tul03-9299 THE SAME AS EXISTED AT THE NURSERY. WW .DESSGN� WDESINIEP.COM \\ \ GARDEN HOSE m� \ \ - 3 GUYS OF 10 GAUGE TWISTED WIRE �� 2 1/2' DIA. - 10' LONG CEDAR STAKE `\ \\ 9(96-- 120 DEGREES APART AROUND TREE. 1 WITH NOTCHED END (7' EXPOSED) - 2 ` TURNBUCKLE \ \ PER TREE. \ `\ �'• ,_ 4" SOIL SAUCER FOLD BACK BURLAP FROM TOP OF BALL. 24"x2"x2" STAKE DRIVEN FLUSH 2" MULCH verizonl PROPOSED WITH FINISHED GRADE. ��� \ /Yp MONOPOLE BACKFILL WITH TOP SOIL AND PEAT MOSS 10801 BUSH LAKE ROAD TOWER �� 3:1 RATIO BY VOLUME IN 9" LAYERS. BLOOMINGTON,MN 55438 WATER EACH LAYER UNTIL SETTLED. 16121720-0052 \ \ \ 96, \\ _ 985 ' / ae LOOSEN SUBSOIL vv vv vv v vv vv v PROJECT —— v \9 \ `\ 20130877417 PROPERTY LINE, TYP. \\ \ r, ri' ® LOC.CODE:265804 \ \ ` \ \ c9 \ \ \ 9>> \` top - 984 � ,;. - � MINC \ \ \ \ \ \ - a.T.:MT �:::::...::::.:::. PROPOSED 9 \ \ \ \ _ — \ \ \ \ \ \ \ :w;.;=; :::: ii GENERATOR - 12" MIN TOFFEE PROPOSED REMOVAL OF \\ SI QUAILS TWICE EXISTING TREES AS REQUIRED`\ \\ -PROPOSED��� i BALL DIAMETER \ 19, `\ FOR PROPOSED TREES, TYP. PLATFORM `\ \ \ �. , , GRAPHIC SCALE \9, \\ \ \ — 2 TREE DETAIL o 4 8 \ 9, \ \ \ \ 0 \ ` \ i SCALE:1/8"=1'-0" CEDAR AVE \ J \ \ \ \ \\ \ \\ ,' i / APPLE VALLEY,MN 55124 \ \ \ \\ \\ �� i \� SHEET CONTENTS: \\\ 9 \ \ \ \ /, / LANDSCAPE PLAN n \ \ �� \ �\ \\ \\ \ i TREE DETAIL CY \ 9v0 \ v v V v--- 0 vv v vv vv vv \ \ DRAWN BY: DJS NORTH DATE: 03-15-16 LANDSCAPING PLAN GRAPHIC SCALE CHECKED BY: CDB REV.A 03-22-16 SCALE:1"=30'-70" 0 2'-8• 5-4• REV.B 04-05-16 REV.C 08-25-16 REV.D 10-24-16 REV.E 11-17-16 A-4 PHOTO • View#2 J a View#1 Propose Site Location f z i� View#3 SITE LOCATION MAP Date: 10.24.16 NOT TO SCALE N PHOTO SIMULATION v.4 — Aerial View Site: MINC Toffee Address: 14201 Cedar Ave, Apple Valley, MN 55124 _`�� .,� _��_���� �'ib' �£-' ^•.;..'`_� " ",w'"_ '�;^J-`� �r�.r--� "`'���`�`"`+�..,.` 'yam-. t AA Ail AW • • SIMULATION - View 1 (Original • • SimulationView Description: Looking Southwest from Cedar Avenue By: Design 1 of Eden1Verizon 1 sg Y Y - o. PHOTO SIMULATION - View 1 (Simulation Photograph) View Description: LookingSouthwest from Cedar Avenue_ _ SimulationBy: Design 1 of Eden1Verizon 31 I y v� PHOTO SIMULATION - View 2 (Original Photograph) View Description: Looking South from 142nd Street West Simulation By: Design 1 of Eden Prairie,LLC Site: MINC Toffee Carrier:Verizon 4Page 1EU5 j ,t - ALF • 9} PHOTO SIMULATION - View 2 (Simulation Photograph) View Description: Looking South from 142nd Street West Simulation By: Design 1 of Eden Prairie,LLC Site:MINC Toffee Carrier:Verizon 51 4, rf !/. r ,y r NUNN t. r t PHOTO SIMULATION - View 3 (Original Photograph) View Description: Looking Northeast from Glencove Trail Simulation By: Design 1 of Eden Prairie,LLC Site: MINC Toffee Carrier:Verizon 61 d1j r. �ry`, i r�L� i a e� t S Yi PHOTO SIMULATION - View 3 (Simulation Photograph) View Description: Looking Northeast from Glencove Trail Simulation By: Design 1 of Eden Prairie,LLC Site: MINC Toffee Carrier:Verizon OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMG TEST LABORATORIES 5844 Haniline Avenue Nnrllr,Shoreview,MN 55126 651-784-7445•Fax 651-784-7541 REPORT REGARDING CONSTRUCTION OF A 88-FOOT COMMUNICATIONS TOWER AT MOUNT OLIVET CHURCH 14201 CEDAR AVENUE APPLE VALLEY, MINNESOTA FOR THE CITY OF APPLE VALLEY PREPARED BY: GARRETT G. LYSIAK, P.E. NOVEMBER 25, 2016 i OWL ENGINEERING & EIEC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC FEST LABORATORIES 5844 Namline Avenue North,Shoreview,MN 55126 651-784-7445•Fax 651-784-7541 EXECUTIVE SUMMARY The City of Apple Valley Ordinance for wireless telecommunications towers requires the demonstration of a need (gap in coverage) or a showing of need for the proposal. This analysis demonstrates the proof of need requirement is satisfied. This new tower will eliminate both coverage and capacity problems. It would provide the required Personal Communication System ("PCS") coverage to eliminate the present existing poor coverage area for the expanded service. There are no existing towers or tall structures identified within 1-mile that could be used to provide the required coverage and eliminate the predicted coverage gap. All towers in the nearby area were examined and none were found that could be used. Due to the lack of any existing towers or support structures in the vicinity, the new site would need to locate very near to the proposed location in order to fill the coverage gap. There is no evidence to show this new tower will cause interference to the present frequencies and also any Public Safety or City communications systems. There is no demonstrated RF Radiation hazard to the general public, even when other additional PCS systems are added to the study using maximized RF power output conditions. As required by the ordinance, this tower will accommodate one additional communications system, and it is in compliance with all the structural requirements of the ordinance and present tower standards for both wind and icing conditions. OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMG TEST LABORATORIES 5844 Haniline Avenue Nnrllr,Shoreview,MN 55126 651-784-7445•Fax 651-784-7541 TABLE OF CONTENTS ENGINEERING STATEMENT FIGURE 1 SITE MAP FIGURE 2 AERIAL VIEW FIGURE 3 AIRSPACE MAP FIGURE 4 FCC TOWAIR STUDY RESULTS i OWL ENGINEERING & EIEC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC FEST LABORATORIES 5844 Namline Avenue North,Shoreview,MN 55126 651-784-7445•Fax 651-784-7541 Engineering Statement The documents submitted by Verizon to The City of Apple Valley for a new 88-foot tower were reviewed for compliance with the technical requirements of the zoning ordinance. The site is located at 14201 Cedar Avenue, Apple Valley, MN. The site location was plotted on a USGS 7.5-minute map (Figure 1 "Site Map"). In addition, an aerial photograph is included to show the proposed site location and the surrounding area (Figure 2 "Aerial Site Map"). Airspace Study The proposed tower site was examined for any impact on the local airspace and airports. Since the pole is only 84-feet (with an additional 4-foot lightning rod at the top) it was not expected to have any impact on any aviation sites, either commercial or private facilities. Figure 3 is a portion of the local aviation map showing the proposed site and surrounding area. The tower height is proposed to be under 200-feet and is therefore not usually required to get Federal Aviation Administration (FAA) or Federal Communications Commission (FCC) approval, unless it is located near an airport. The "FCC TOWAIR" program was used to examine the proposed tower for any FAA & FCC notification requirements. The results (Figure 4) show that notification is not required since the proposed tower is lower than 200-feet in height and is not in the proximity of an airport. An FAA determination of no hazard was included in the application. Coverage Study In reviewing the submitted data, it was determined that Verizon has designed its communications facilities in the Apple Valley area with several surrounding sites providing area wide coverage. The first steps in analyzing the proposal is to determine the present existing coverage. Verizon submitted maps showing both the present and the proposed coverage. I did verify them using a propagation computer program. The present system coverage is shown below. The fair signal coverage area is shown in "yellow" and the poor coverage area is shown in "red". The objective of the application is to improve the levels of coverage in the city of Apple Valley along Cedar Avenue and also improve network capacity by offloading traffic currently being handled by other existing sites. However, based on current data of use, these sites are reaching their maximum capacity. 1 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMG TEST LABORATORIES 5844 Hanillne Avenue With,Shoreview,MN 55126 651-784-7445+Fax 651-784-7541 Legend � Existing Site a S Proposed Site I � 0.5 miles MPCoverage •' Good , Fair Poor •1 `1 . "• • A - / . 7 pw POOR COVERAGE L. u - -- SITE Present Coverage The different signal levels translate into different probabilities that a user will be able to connect and maintain a reliable connection to the network. Another variation in obtaining and maintaining reliable connections is due to the performance of the user's phone, that can vary widely. Typically, there are 3 signal levels that are referred to as good, fair and poor coverage. Typical signal values corresponding to the three levels are: "good" coverage ("green") and corresponds to areas where devices both outdoors and indoors will be able to establish and maintain reliable connections. The "fair" coverage corresponds to areas where users will be able to establish and maintain connections outdoors, but indoor connections may be compromised. "Poor" coverage is where all connections may be unreliable, especially indoors, or in areas surrounded by obstructions and foliage. Areas where the signal level is lower than "poor" usually corresponds to areas where connections will be highly unlikely indoors or in areas with a lot of foliage. 2 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS - EMC TEST LABORATORIES 5844 Namline Avenue North,Shoreview,MN 55126 651-784-7445•Fax 651-784-7541 Legend ——� 4010 `N _ Existing5ite a. ••� I� S Proposed Site I' w� 0.5 mikes IMPROVED RSRP Coverage Good ■ Fair Poor L 40 4 ■ II SITE s Z Its f e ' Predicted Coverage The predicted coverage shown above shows that the new tower site will eliminate the coverage in the targeted area. The applicant provided capacity information that demonstrated the need for the site in order for the adjacent sites to off-load traffic that would provide for improved coverage and allow for higher data speed, In the application they state the following: "Of note is the NW facing sector of Apple Valley which serves a large area including residential but also commercial areas, restaurants, gas stations, schools and banks. The NW facing sector of Apple Valley will need capacity offload in order to help meet the customer demand and provide reliable and fast network connections to customers in this area of Apple Valley." 3 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMG TEST LABORATORIES 5844 Hanillne Avenue Narlhr,Shoreview,MN 55126 651-784-7445+Fax 651-784-7541 Legend = Existingsite `H a .. ®- moi �■ ® _ Proposed Site 0.5 miles NW SECTOR �r +P'9, e � s J r ow l� ■ Present Best-Server Analysis As can be seen in the above signal/capacity map the NW sector of the Apple Valley site encompasses the proposed Mt. Olivet ("Toffee") site. Based on the capacity information this sector is experiencing poor performance for both coverage and capacity. The analysis was repeated using the proposed Toffee site activated. The Proposed Best- Server map shows that the Toffee site does increase the system capacity in the NW area and it will also eliminate areas of poor coverage. 4 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMG TEST LABORATORIES 5844 Hanillne Avenue Narlhr,Shoreview,MN 55126 651-784-7445+Fax 651-784-7541 Legend ■ ExistingSite S. Proposed Site 0.5 miles iJ INCREASEDMIMIEWMt . 11,'� CAPACITY r SITE — "® V Proposed Best-Server Map My analysis of this data concurs with their submission. Existing Tower Sites The nearest tower as possible substitute for the proposed tower is an existing light standard tower on the Independent School District 196 grounds. The antenna center of radiation height from this location would be only 45'. This low centerline combined with the characteristics of the terrain in this area will not help meet the capacity offload nor the coverage objectives for this search ring area. Placing a tower at this location will not provide sufficient capacity offload to Apple Valley which will result in continuous poor network coverage for users in this area of Apple Valley. 5 i OWL ENGINEERING & EIEC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC FEST LABORATORIES 5844 Namline Avenue North,Shoreview,MN 55126 651-784-7445•Fax 651-784-7541 Site Construction The site construction plans show the tower that is planned for this project. The tower drawings supplied show compliance with the requirements of TIA-222-G standard which requires loading for: 1. Exposure C to the standard. 2. 90 mph basic wind, with no radial ice. 3. 50 mph basic wind with 1/2" of radial ice. (ice is considered to increase in thickness with height) 4. The tower is designed to withstand the Ultimate Wind Speed for this area. The proposal shows that the tower is currently designed to accommodate an additional antenna system. This will eliminate the need for an additional new tower in the vicinity for some time. Interference Study A search was performed using the FCC frequency database' to determine the frequency and location of any city or county public safety facilities within one-mile from the proposed tower location. Using all the identified frequencies either utilized by the city or county an intermodulation (interference) study was performed to determine if any predicted interference products would be generated by the proposed Verizon Wireless facility. The results of the study indicate that there are no interference products predicted to be generated that would cause interference to any of the identified protected frequencies. The study shows that there are no predicted (low order) interference intermodulation products generated from combinations of existing and proposed channels at this site. When the proposed communications facility is constructed, antenna separation, antenna pattern directionality properties and equipment filtering will further reduce the potential of intermodulation induced interference. This analysis is a mathematical study and will not account for interference mitigation that will occur due to the differences in technologies and equipment configurations and filtering. This study assumes a worst-case scenario using as many as four transmitters operating simultaneously (which is a rare occurrence). Additionally, due to the high frequencies used on this new facility there is no predicted interference to occur on any other communication devices such as televisions, personal computers, telephones, garage door openers, security systems, and other electronic equipment. i Federal Communications Commission,Wireless Telecommunications Bureau—"Universal Licensing System" 6 i OWL ENGINEERING & EIEC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC FEST LABORATORIES 5844 Namline Avenue North,Shoreview,MN 55126 651-784-7445•Fax 651-784-7541 In summary, the use of good engineering and installation practices should mitigate any interference to any nearby existing communications systems or an additional future system on the tower and it is my opinion that the Verizon Wireless system frequencies should not cause any harmful interference problems to any of the existing communications systems. RF Radiation Analysis Using the data submitted by Verizon Wireless we performed a "Worst-Case" radiation analysis to determine the amount of RF energy that would be present at the base of the tower. In making our calculations we assumed that all of the RF energy generated by the facility would be directed downward and three separate antennas at maximum power levels were used for the calculations. This is not the real world situation since the antennas used by PCS systems are designed to radiate towards the horizon. Additionally, calculations were performed including a future antenna system on the tower and added to the total RF exposure level. However, using this analysis method we are able to determine that the maximum level of RF radiation reaching the ground at the tower base is less than 20 percent of the ANSI standard value for the general public exposure limit and as such is not classified as an excessive RF radiation hazard. When you factor in the antenna patterns the predicted RF radiation level will be less than 1 percent of the general public exposure maximum. This proposal satisfies the current Federal guidelines for RF Exposure2. Generator The proposed equipment will include a generator which is normally used only during extended power outages. City staff questioned the potential noise when it was in use. Based on the specifications for the proposed generator it should be well below the industry noise standard. Health and Safety Concerns Over the past thirty years there have been many studies made to determine what potential effect there is on people when they are in the presence of RF energy. This problem has received more attention in recent years with the advent of smaller RF devices such as PCS telephones, Blue-Tooth headsets, RFID devices and the list goes on. The FCC initially implemented a Standard in 1992 (Office of Engineering Technology) OET65 in conjunction with the American National Standards Institute (ANSI) for the RF Radiation levels permitted. This currently used standard has been modified over the years and it now has two levels of exposure3. Z FCC Office of Engineering and Technology Bulletin OET-65 Edition 97-01 3 https://transition.fcc.gov/bureaus/oet/info/documents/bulletins/oet65/oet65.pdf 7 i OWL ENGINEERING & EIEC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC FEST LABORATORIES 5844 Namline Avenue North,Shoreview,MN 55126 651-784-7445•Fax 651-784-7541 There is one for controlled-areas (occupational/workers) and one for the general population. The difference between them is that the controlled standard is for a six (6) minute period while the general population standard is for thirty (30) minutes. Since 1992 the FCC has regulated computing devices and implemented a testing authorization program that requires that all devices using digital techniques must demonstrate that they do not produce any harmful interference. In the case of transmitters that are considered Intentional Radiators they must also demonstrate that they do not produce RF intensities greater than the allowable levels. Part of this authorization procedure is that the various products must be tested and marked with an ID# to show compliance with the Rules for both licensed and unlicensed equipment. The FCC has many Frequently Asked Questions on its web site that addresses many of the commonly asked questions and topics4. The heating effect from RF devices causes the most concern from a safety point of view. The Specific Absorption Rate (SAR) has been around for many years but recent developments have improved the test methods. With the proliferation of cell phones, wireless headsets and the use of higher frequencies, RF absorption by the head has caused safety concerns. The dose of RF exposure is linked to exposure time: maximum SAR is normally averaged over a 6-minute period during a 24-hour day. In the past I have attended many public meetings regarding the placement of radio towers in communities. It would not be unusual for a member of the public to cite a recent study that they say clearly demonstrates the dangers of RF radiation exposure. However, my research and analysis has never been able to substantiate these claims. In fact, the World Health organization (WHO) has reviewed many RF Radiation studies over the past several years that have looked at Electromagnetic Hypersensitivity (ES). The thermal effects of electromagnetic fields on the body are established, self-described sufferers of ES report responding to non-ionizing electromagnetic fields at intensities well below the limits permitted by current safety standards. The majority of the trials to date have found that self-described sufferers of ES are unable to distinguish between exposure to real and fake electromagnetic fields,5 6 and it is not recognized as a medical condition by the medical or scientific communities. 4https://www.fcc.gov/engineering-technology/electromagnetic-compatibility-division/radio-frequency- safety/faq/rf-safety#block-menu-block-4 S Rubin,James: J Das Munchi J Simon Wessely (March-April 2005) "Electromagnetic hypersensitivity: a systematic review of provocative studies" e Roosli M (June 2008). "Radiofrequency electromagnetic field exposure and non-specific symptoms of ill health 8 i OWL ENGINEERING & EIEC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMC FEST LABORATORIES 5844 Namline Avenue North,Shoreview,MN 55126 651-784-7445•Fax 651-784-7541 In 2005 the WHO conducted a review of the results of thirty-one (31) experiments testing the possible role of electromagnetic fields in causing ES. Each of these experiments exposed people who reported suffering from ES to genuine and sham electromagnetic fields under single or double-blind conditions. The review concluded that: "The symptoms described by `electromagnetic hypersensitivity' sufferers can be severe and are sometimes disabling. However, it has proved difficult to show under blind conditions that exposure to electromagnetic fields can trigger these symptoms." The FCC has authored a very complete document OET56 "Questions and Answers about Biological Effects and Potential Hazards of Radiofrequency Electromagnetic Fields"' that addresses and answers many of the questions that the general public has regarding this issue. Health and Safety issues continue to be an on-going topic of concern and changes will occur in the applicable standards as technology advances and more studies are performed and reviewed. Summary The review of the proposed Verizon Wireless tower indicates that: • It would provide the required wireless system coverage to eliminate the present existing poor coverage area and provide enhanced existing coverage. • The proposed site will increase the overall capacity in the desired poor performing area. • The site is not predicted to cause any interference products to any protected frequency in the area and is not predicted to be an RF radiation hazard. • The tower is designed to accommodate one additional communications system. • The proposal is in compliance with the structural requirements of the ordinance. https://transition.fcc.gov/bureaus/oet/info/documents/bulletins/oet56/oet56e4.pdf 9 OWL ENGINEERING & EMC TEST LABS, INC. CONSULTING COMMUNICATIONS ENGINEERS • EMG TEST LABORATORIES 5844 Hanillne Avenue Nnrlli,Shoreview,MN 55126 651-784-7445•Fax 651-784-7541 • Due to the lack of any existing towers or adequate support structures in the vicinity, the site would need to locate very near to the proposed location to fill the coverage gap. Respectfully submitted, -,LA ,az- )�i �S Garrett G. Lysiak, P.E. 10 FARMINGTON QUADRANGLE (BLOOMINGTON TOPOGRAPHIC (INVER GROVE GRAPHIC SERIES HEIGHTS) 0930 14'32.8814"W S T PA UL S W 093"11'46.3558"W 044"45'47.9744"N o x 044°45'47.9744"N L KA ?. 71�. 0. .,# �y �•I Com`1. k �•'iFa `i�:�� ji��i•: lr'Z� r `�:`I r ,` :j '� ;i'1�' S" tt t 99 p m ' z i Pk` (ORCHARD LAKE) a (COATES) �� 11- ■, ! xCL W-S'a N--Vo* V A a„le 2v'15 �. �. C t TF�rk to ®I� L ■ o k ® ==J11 ��--------- � e ,. L �D 11@11110 Val High -- t . to D Park'` ge F� 4 — 12 044'43'00.4049"N -- « F CORP 044'43'00.4049"N 093°14'32.8814"W Declination (CASTLE ROCK) 093°11'46.3558"W (NEW MARKET) * SCALE 1:24000 (RANDOLPH) 0 1 Mile 0 1000 FARMINGTON, MN Yards 1974 0 1 Kilnmatar FIGURE 1 - SIT MAP GN 0'09'W CONTOUR INTERVAL 10 FEET MN 0'21'E NATIONAL GEODETIC VERTICAL DATUM 1929 FARMINGTON NW NW,MN QUADRANGLE (BLOOMINGTON MINNESOTA (SAINT PAUL SE SE, MN) AERIAL PHOTO SERIES SW SW SE,MN) 093"13'22.1408"W SAINT PAUL S W S W S W 093°12'57.1607"W ,MN 044°44'46.5575'N ,, _ - 044°44'46,5575"N .. .y. 1Rs• P •. - 'I'f� a> SITE k �s (ORCHARD LAKE ? ;, ` �- �r!'wye `' (FARMINGTON NE NE,MN) NW NE, MN) 4e 'tpfj 20 i Copyright(� 044°44'21.4221"N ' 044'44'21.4221"N 093°13'22.1408"W Declination (FARMINGTON NW SW, MN) 093°12'57.1607"W (ORCHARD LAKE NE * SCALE 1:3600 (FARMINGTON SE, MN) 0.0 0.1 NW SE,MN) Miles FARMINGTON NW NW, MN, o 100 zoo —I MN Yards APR 12006 0.0 0.1 0.2 , KilnmoTnrc GN 0'09'W CONTOUR INTERVAL UNKNOWN NONE FIGURE 2 - AERIAL MAP MN 0'21'E NATIONAL GEODETIC VERTICAL DATUM 1929 FIGURE (395 ) � Q R� Ord Directory � eff rs'� � 0 100 o � g SITE, 3� @119532( /� r4ss_ 9� 0 30 (soo) - : NARE 1 FIGURE 4 - FCC TOWAR RESULTS TOWAIR Determination Results *** NOTICE *** TOWAIR's findings are not definitive or binding, and we cannot guarantee that the data in TOWAIR are fully current and accurate. In some instances, TOWAIR may yield results that differ from application of the criteria set out in 47 C.F.R. Section 17.7 and 14 C.F.R. Section 77.13. A positive finding by TOWAIR recommending notification should be given considerable weight. On the other hand, a finding by TOWAIR recommending either for or against notification is not conclusive. It is the responsibility of each ASR participant to exercise due diligence to determine if it must coordinate its structure with the FAA. TOWAIR is only one tool designed to assist ASR participants in exercising this due diligence, and further investigation may be necessary to determine if FAA coordination is appropriate. DETERMINATION Results Structure does not require registration. There are no airports within 8 kilometers (S miles) of the coordinates you provided. Your Specifications NAD83 Coordinates Latitude 44-44-33.9 north Longitude 093-13-09.6 west Measurements (Meters) Overall Structure Height (AGL) 26.8 Support Structure Height (AGL) 26.8 Site Elevation (AMSL) 299.9 Structure Type MTOWER - Monopole Tower Construction Notifications Notify Tribes and Historic Preservation Officers of your plans to build a tower. http://wireless2.fcc.gov/UlsApp/AsrSearch/towairResult.j sp?printable 11/30/2016 From: Janet Malz ] Sent: Wednesday, November 02, 2016 2:04 PM To: Murphy, Joan Subject: No to Cell Tower at Mount Olivet Hi. Many Apple Valley residents and I are opposed to the construction of a wireless communications tower on Mount Olivet property. Due to the unsightly tower(I will see it out my living room window), the fact that it would greet visitors to the community along Cedar Ave., and the lowered property values of the homes near it,we would like Verizon and the city to consider other non-residential areas for the location of the tower. There is a power line going through Lebanon Hills park; why couldn't it be located there? There are existing towers in the business areas, why can't they attach additional antenna arrays to those? Attached are the names from an online petition I started: http://www.thepetitionsite.com/93 7/168/729/say-no-to-c ell-tower-in-residential-nei ghborhood/ Many signers include comments about their disappointment in the cell tower proposal. I hope that you will review them and consider them in your decision-making process. I also contacted John Stratton, EVP and President of Operations at Verizon. His office contacted me and they opened a case about opposition to this tower. Any emails they receive about it will go into that case; I sent notice out to the surrounding neighborhoods. Apple Valley is a pleasant place to live and we all understand the need for cell towers. However, we don't believe they should be in residential neighborhoods. Please consider the opinions of the Apple Valley residents that would be affected by this cell tower and say no to the land use proposal and construction of the tower. Thank you. Janet Malz _ 6lencove Trail Apple Valley, MN 55124 <><<><<>< From: Janet Malz [ Sent: Wednesday, October 19, 2016 8:55 AM To: Murphy, Joan Subject: cell tower/ Mt. Olivet Hi. My neighbors and I are concerned about and against the erection of a wireless tower on Mount Olivet property. We reside just behind the church on Glencove Trail. What type of feedback would have the most impact on the decision-making process for this land use permit? If it is a petition, how many signatures are needed to be taken seriously? How high is this tower going to be and what is the level of EMR emitted? There are many studies that show health hazards from the the electromagnetic radiation(EMR) emitted from cell towers. It isn't just the risk of cancer; the radiation can cause sleep problems attention difficulties, headaches, and more. Here are some websites that mention the risks of EMR: http://emwatcb.com/cell-tower-health-risks/ http://www. eg oen ing eeringwatch.org/health-effects-from-cell-phone-tower-radiation/ http://www.infowars.com/new-study-links-over-7000-canc er-deaths-to-ce ll-phone-tower- radiation-exposures/ Even if you believe that the levels of EMR are probably too low to have a negative effect, do you want to potentially risk the lives of the neighboring people just for another cell tower? I have Verizon service and there are no problems with phone reception in my neighborhood. Some of my neighbors and I will be at the November 2 meeting. I will spread the word about the cell tower issue with other residents and businesses nearby such as the daycare center just across the street from the church. I hope our concerns are taken seriously. I would like to believe that our local government listens to its residents and is concerned about their health and welfare. Thank you. Janet Malz _ Glencove Trail Apple Valley -----Original Message----- From: Pam Scott [mailto: ] Sent: Tuesday, October 18, 2016 7:55 AM To: Murphy, Joan Subject: Wireless Communication Tower I live in Greenleaf II just across Cedar from the proposed Communication Tower in front of Mount Oliver in Apple Valley. My address is: 7451 142nd Street Ct.W. I have two questions. 1. Why did I not receive notice of this construction hearing? My daughter, in greenleaf 3 received a notice of the hearing to be held on November 2. 1 have received nothing. 2. Construction has already begun. What is the purpose of the hearing? Because construction has already started, I am guessing that no matter what transpires at the meeting,the tower will be built. Sent by Pam Scott From: Garrett Zaffke [ Sent: Tuesday, October 25, 2016 9:13 AM To: Murphy, Joan; Grawe, Charles Subject: We should have moved to Eagan... Hello Kathy Bodmer and Mary Hamann-Roland, I am emailing you in regards to the initial planning of putting up a cell phone tower off of Cedar and 142. I am greatly opposed to this because I just bought a house in the area (off of 145th and Pennock). I am extremely frustrated by the recent decisions of Apple Valley. First a level 3 sex offender moves in, then the planning council denies Menard's to renovate and bring new businesses into the area, and now this. What is going on? My wife and I are angry at not only the city but ourselves because we chose Apple Valley over other cities in the area because we thought this city was smart-minded progressive but it is appearing that we were completely wrong. There is plenty of open space east on 42, build a tower there. Not right in the middle of a residential neighborhood! Garrett From: ] Sent: Tuesday, October 25, 2016 8:30 PM To: Murphy, Joan Subject: Verizon/Mt. Olivet Cell Tower Hello Ms. Bodmer, I am writing to you as a concerned citizen and tax paying homeowner of Apple Valley to express my concerns regarding the proposed 80 foot cell tower being considered by Verizon and Mt. Olivet church at Cedar and 142nd St. I was unaware of this proposal until reading a posting by a neighbor at nextdoor.com. I live in the townhome complex at Cedar and 138th St. which is in close proximity to the area. My concerns include: Potential Health Risks: There are many families with children in this area including my 15 year old daughter. Considering that the World Health Organization has found increased rates of asthma, autism and ADHD among children in areas of increased electromagnetic radiation, any health impact would be unacceptable. Potential Safety Risks: My understanding is that these towers have a history of catching fire and also collapsing. Is this an acceptable risk given the number of people living in the area? Huge Eyesore: Apple Valley is a city with natural beauty and many parks. There has been an obvious investment in the beautification of Cedar with the planting of trees, greenery and installation of lighting. Why would a highly unattractive 80 foot tower be allowed to ruin the lovely landscaping of Cedar as motorists enter the city from the north heading southbound into downtown Apple Valley? Property Devaluations: An average of 15-20% property devaluations following the installation of one of these towers is not surprising considering the overall negative impact. I chose to make Apple Valley my home, purchased a townhome 17 years ago and have raised my daughter here who is attending a District 196 school for the 11th year. This is the first time in 17 years that I have contacted any city official with a concern. It is mystifying that this issue is before the Apple Valley Planning Commission. With the above listed issues, why would this tower be a subject of debate in a highly populated city like Apple Valley? An ordinance should be passed banning all cell towers in residential areas. There are many large areas of open land nearby including south of Lakeville and east of Rosemount where there are unpopulated areas. Verizon is obviously a for profit company seeking to enhance their profit margins at any cost but it is difficult to comprehend why any legitimate church would seek financial gain at the cost of negatively effecting the city and surrounding neighborhoods and families. I trust that the elected and appointed officials of the city of Apple Valley take their duty to protect the common good of the city very seriously. I am asking the commission members to chose the responsible option and protect all citizens of Apple Valley by voting against any cell tower in the city, now and in the future. Thank you for your time. Lisa Medlin _ Granada Way Apple Valley, MN 55124= From: Janet Malz Sent: Wednesday, October 26, 2016 10:20 AM To: Grawe, Charles; Murphy, Joan Subject: Cell tower at Mount Olivet Good day. I'm a neighbor of Mount Olivet Church and I'm extremely disappointed and angry that the construction of a wireless communications tower is even being considered in a residential neighborhood(across the street from a Montessori school and daycare and just yards away from a multi-family housing complex). Many believe that there are health issues to consider from long-term exposure to how-level electromagnetic radiation. There is plenty of research and documentation that indicates EMR affects our health (https://www.emfanalysis.com/research/). The World Health Organization cited a working group of 31 scientists from 14 countries and determined that exposure to EMR might induce long-term health effects, in particular an increased risk for cancer(http://www.iarc.fr/en/media-centre/pr/2011/pdfs/pr208_E.pdD. However, according to the Telecommunications Act of 1996,we cannot use health risk as an argument. So other issues to consider: - Towers can start on fire and/or collapse, creating another hazard to neighboring homes that are literally just yards away(http://www.electronicsilentspring.coM�primers/cell-towers-cell- phones/cell-tower-fires-collapsing/). - It's documented that the fear that people still have about health hazards from cell towers will be adequate to drive down property values (http://realtormag.realtor.or /g daily- news/2014/07/25/cell-towers-antennas-problematic-for-bum). - The tower is unsightly in a residential neighborhood. I have started an online petition against the construction of this cell tower and will deliver the signatures to the commission prior to the meeting on November 2. Some of my neighbors and I will also be attending that meeting to voice our concerns. There have been comments on the petition by Apple Valley residents expressing their disappointment and choice of selecting a home here because of a lack of consideration for their health and welfare (especially their children). There are many other locations in non-residential neighborhoods to consider for cell tower placement. We ask that you please deny this request and propose that Verizon selects a non- residential area to construct their tower. Thank you. Janet Malz _ Glencove Trail A ple Valley, MN 55124 <><<><<>< Say No to cell tower in residential neighborhood! The undersigned residents are opposed to the erection of an 80-foot cell tower(with possible expansion of antenna arrays in the future) by Verizon and Mt. Olivet church near Cedar Ave. and 142nd St. in Apple Valley. First Name Last Name City State/Province Country . . . comment for more impact The view out of my living room window will be of this cell tower. Would you like that to Janet Malz Apple Valley Minnesota United States be the view from your home? Patricia Piazza Apple valley Minnesota United States Connie Buckmeier Apple Valley Minnesota United States I moved to AV to live in a comfortable place. First a level 3 sexual predator and now Garrett Zaffke Apple Valley Minnesota United States this?? Kathy Flynn Apple Valley Minnesota United States Maureen Rosacker Apple Valley Minnesota United States Susan Larson Apple Valley Minnesota United States It's a bummer to see all of this stuff happening in Apple Valley. Starting to reconsider our decision to make this our Ashley Duran Apple Valley Minnesota United States forever home. Amairani Betancourt Apple valley Minnesota United States Lisa Pasiuk Apple Valley Minnesota United States This is the 3rd communications tower Apple Valley has attempted to place in residential areas. Please listen to your citizens and Kathy Koboski Apple Valley Minnesota United States stop trying to place one where people live. Let's be sensible here -why would you do something that would not be good for the Lynn Josephson Apple Valley Minnesota United States community as a whole? Donna Kujawa Apple Valley Minnesota United States My children attend daycare very close to this location. I do not like the side affects of these cell towers that is harmful to mine Brooke Farland Apple Valley Minnesota United States and other children. Betel Tesfaye Apple Valley Minnesota United States I like in a townhome complex in close proximity to this proposed cell tower. We have many children in this area including my 15 year old daughter. If there are ANY potential health concerns, along with possible safety concerns and potential property value devaluations, why would a tower even be considered in a highly populated suburb like Apple Valley? There are many open areas south of Lakeville and east of Rosemount that are unpopulated where potential dangers could be Lisa Medlin Apple Valley Minnesota United States minimized. I'm against the erection of the unsightly SO foot cell tower being proposed by Verizon near the Mt Olivet church in Apple Valley. Home values will be adversely impacted and the health of Apple Valley citizens is also at Ben Heimdal Apple Valley Minnesota United States risk. There are so many BETTER PLACES in our Patricia Houghtaling Apple Valley Minnesota United States area to put up a cell tower! jim coffey Apple Valley Minnesota United States Holly Tonolli Apple Valley Minnesota United States Kris Heath Apple Valley Minnesota United States Lisa Annoni Apple Valley Minnesota United States Vasant Butala Apple Valley Minnesota United States Andrew Hammond Apple Valley Minnesota United States A cell phone tower at that location would be a significant eye sore. Further, do e really want to welcome visitors to our community with a tall ugly tower? I am not against cell towers- just the location of the one Walt Flynn Apple Valley Minnesota United States proposed. Yong Choih Apple valley Minnesota United States Jill Hatfield Apple Valley Minnesota United States Brenda Arends Apple valley Minnesota United States Cell phone towers aren't needed in B Rice Apple Valley Minnesota United States residential areas. Lisa Annoni Apple Valley Minnesota United States Michelle Pawek Apple Valley Minnesota United States I do not want to see a cell phone tower in my neighborhood do to property values Mark annoni apple valley Minnesota United States declining and health problems Deborah Devine Apple Valley Minnesota United States What an eye sore. Very poor first Steve Devine Apple valley Minnesota United States impression. Barb Dusek Apple Valley Minnesota United States Karen Torres Apple Valley Minnesota United States There are plenty of other places to put it Joanne Zurcher Apple Valley Minnesota United States besides a residential area! Kerfoot Metz Apple Valley Minnesota United States No towers in residential home area Cell towers should be erected away from Shakila A. Apple Valley Minnesota United States residences and communities with children. Kathryn Szott Eagan Minnesota United States Bonnie Garnes Eagan Minnesota United States M E Nieters Mendota Heights Minnesota United States Deb Adir EDINA Minnesota United States Khrystyna Kirkov Lakeville Minnesota United States Apostle Kontos Athens Greece Carl Rosenstock BARABOO Wisconsin United States Bernadette Porter BAYVILLE New Jersey United States Tania Naim Beirut Lebanon Winn Adams BELLINGHAM Washington United States Helga Ganguly Bothell, Washington United States Deborah Sullivan BRIGHTON Massachusetts United States Gary Butler Brisbane Australia Jean Wilson Cedar Rapids Iowa United States Nigel Griffiths Chesterfield United Kingdom Cathleen Gall Cross plains Wisconsin United States Elana Levinson FOREST HILLS New York United States Sam Dyson Gympie Australia Jordan Gx HARTSDALE New York United States john casablanca HOUSTON Texas United States Unless it is absolutely positively necessary to life and limb to put a cell tower in a neighborhood area I don't think it should be Frances Jacobs INDIANAPOLIS Indiana United States done either Cathy Botha Joburg South Africa Roger Garin-Michaud Kansas City Kansas United States Marta Szweda Kozakowice Poland Carol W. Lancashire United Kingdom Heather Olson LANSING Michigan United States W. Clark LYNCHBURG Virginia United States Isabel Araujo Mexico Mexico Mariana Lukacova Moldava Nad Bodvou Slovakia m smithurst Morden United Kingdom Tom Tree MUNFORD Tennessee United States Mirra Ao None United Kingdom Pam Barciszewski 0 FALLON Missouri United States Catrin NoForwardsPlease ORLANDO Florida United States Joann Henderson PALM COAST Florida United States Trish Raffel RALEIGH North Carolina United States Barry Raffel RALEIGH North Carolina United States Ted Williams RALLS Texas United States JL Angell RESCUE California United States Charmaine MacDonald Safi Morocco Steph L SCOTTSDALE Arizona United States Aaron Chia SG Singapore Wendy Jones Surrey Canada Janet Beck Toronto Canada Serdar Murat Vienna Austria Mafalda Fonseca Vila Nova de Milfontes Portugal 1/12/2017 Mount Olivet Wireless Communications Tower CUP City Council Meeting January 12, 2017 0 ApVa��ey ■ Requested Actions Consider Conditional Use Permit for 84' Tall Wireless Communications Tower at Mount Olivet Assembly of God, 14201 Cedar Avenue. A�Va��ey ■ 1 1/12/2017 Location - 14201 Cedar Ave is r� i _ r ■ Zoning Map TH Sr wffi - -�� R-3 n �! P 8C - 8 R-3 R-3 of a �azrio ar n R-5 M _ •4C,' SITE M- ®E "P,11_ – R-3,. M3C 3C M-60, LB K, M-6C II R.3:' R3. L9 M 4C R-3 R+9 P 165T STW � P ltz CJ -..P -409 v LB 5 r� 'is're7�M-BC. R-3 I I ._LBI VB�I@y ■ 2 1/12/2017 Zoning Code Requirements §155.385 TOWERS AND ANTENNAS SITE DESIGN AND MAINTENANCE. (A) Co-Location Requirements Evidence no co-location opportunities within%mile (B) Tower Construction Requirements Monopoles using stealth technology Designed to accommodate one additional user Plans certified by qualified and licensed professional engineer Designed to prevent climbing of tower Treatments to blend tower into natural setting No signs/advertising Letter from FAA—Complies with their requirements (E) Tower standards& requirements—Max height and setbacks MA S (F) Ground storage equipment ,Pje Valley ■ Half-Mile Search Area Cat Taws�a We velky ■ 3 1/12/2017 Site Plan LMGNhk �avx-w ti 171 ! t I ! II i i 4'vfz (}` r*-ts C� A IA v a��= "Al alley ■ Site Plan Detail D=Gihk VB1� 77 77- Apt,,, r,Exua�� r^• � ' ■ 4 1/12/2017 Revised Plans Submitted Initial Application Revised Plans "Typical Array" "Flush Mounted" HN LAY, tip I hti` .iya r 7.. �.,4 , "+ter«,woiwnrva oflut ''valley ■ Antenna Arrays River Valley Church Example—Flush-mounted �r Apt,,, ■ 5 1/12/2017 Revised . . - Plan 0©Om TorFm o "44 Original Site ' Cedaroo • SW i 1/12/2017 Simulated Photos View 1 - Cedar Looking SW + �`~ Appvale lley Original Site Photo View 2 - 142nd Looking South °Pvalley ■ 7 1/12/2017 Simulated Photos of Tower View 2 - 142nd Looking South a�Va��ey ■ Original Site Photo View 3 - Glencove Tr Looking NE w t ■ 8 1/12/2017 Simulated Photo View 3 - Glencove Tr Looking NE t Amlvalley ■ Public Hearing Comments 1. Review options for commercial sites south of the subject site. 2. Is moving the pole within the enclosure area an option? Who owns the tower located on the Apple Valley High School property? What are some of the existing cell towers in the City and the distance from residential? Concerned about appearance of the tower and that it will be visible from property. 6. Concerned about lower property values. °valley ■ 9 1/12/2017 Existing Antenna Locations aamm�rtp apae�ypo- Wy.Ro.. ; MSP 4'alkYvmpa cc � a . _ �wsRo c�M pps� -d oliyat 14UTHSTW Apple Valley �I CenlralMaint Faciity App'ValleyHyRS— 1 o� Fh �� 1eY1MSTlw 1pntier Telepprte 0 1518 H-5TW� 150TH'ST W'(CSAH d2t�o RiverValleyCh— O 16DTH STW EEC CSAH_-d6) .�.._.._.. Lpngntle Water Tower ■ Planning Commission Recommendation At its meeting of January 4, 2017, the Planning Commission voted unanimously to recommend approval of the CUP to construct an 84' tall wireless communications monopole at 14201 Cedar Avenue, subject to conditions. AViL alley ■ 10 1/12/2017 Recommended Action Adopt resolution approving conditional use permit (CUP) to construct an 84' tall wireless communications monopole at Mount Olivet Assembly of God (14201 Cedar Avenue) APPVII y ■ Questions? A�Va��ey ■ 11 1/12/2017 Recommended Conditions I The monopole shall be constructed in accordance with the Site Plan (Sheet A-1) dated October 24, 2016 and the Enlarged Site Plan (Sheet A-2) dated October 24, 2016. The antennas shall be flush-mounted to the monopole in accordance with the South Elevation Plan (Sheet T-1) dated October 24, 2016. z, A building permit and electrical permit shall be obtained from the Building Inspections Department prior to any construction on the site. -, The telecommunication service applicant shall provide verification of written final authorization/agreement with the landowner for the placement of the tower on the ANP property prior to issuance of the building permit. 'valley ■ Recommended Conditions 5. A nursery bid list shall be submitted that confirms that the value of the landscape plantings meets or exceeds 2-1/2% of the value of the construction of the monopole and antennas. 6. The site shall be constructed consistent with Landscape Plan (Sheet A-4) dated November 17, 2016, subject to replacing the 8' Colorado Blue Spruce with 8' Black Hills Spruce. The landscape plan is further subject to final review and approval by the Natural Resources Coordinator prior to issuance of the building permit. Tower construction, maintenance,and operation shall comply with the communications tower requirements set •y: APp forth in the City code, Section 155.385. valley ■ 12 1/12/2017 Recommended Conditions 8. A qualified and licensed professional engineer shall submit certified construction plans which are in conformance with the following:the latest structural standards; acceptable engineering methods and practices and the National Electrical code. 9. A qualified and licensed professional engineer shall certify that the cell tower is designed in all aspects to accommodate both the operator's antenna and one additional user. 10. The co-location certification letter shall be revised to state the following: "... and there is no disruption to the service provided,except disruption as may be necessary for normal AKD maintenance and employee safety" 'valley ■ Recommended Conditions 11. The eight foot(8')cedar fence securing and screening the equipment platform shall be maintained in accordance with the requirements of§ 155.351(C). APOvalley ■ 13 1/12/2017 Distance from Property Lines and Structures r ry h S' IR s N, �, t4 4 . i VM ■ 14 0000: ITEM: 5.C. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Regular Agenda Description: Palomino Highlands (Replat of Lots 1 & 2, Block 4, Palomino Hills 3rd Addition and Lot 4, Block 1, The Highlands) Staff Contact: Department/ Division: Kathy Bodmer,AICP, Planner Community Development Department Applicant: Project Number: Lee and Gretchen Gilbertson; Tim and Carolyn Ellison, Robert PC16-43-SFV Parkhill and Dennice Briol Applicant Date: 11/9 60 Days: 1/7/2017 11120 Days: 3/8/2017 ACTION REQUESTED: 1. Hold public hearing to consider vacation of drainage and utility easements. 2. Adopt resolution approving preliminary plat of Palomino Highlands. 3. Adopt resolution completing vacation of easements. 4. Adopt resolution approving final plat of Palomino Highlands. SUMMARY: Three property owners request consideration of a replat of their properties to allow them to shift their common rear lot lines. The parcels are located on the north side of Palomino Drive between Belmont Road and Hershey Way. The Ellison at 102 Belmont Road have a shed and fence that are located on the Gilbertson property at 12980 Hershey Way. The replat is requested to shift the common rear lot line southwest so that the shed and fence are located completely on the Ellison property. Robert Parkhill and Dennice Briol would also like to adjust their rear lot line to align with the Ellison property rear lot line. The shifted lot line would increase the size of the Ellison lot by 3,194 sq. ft. to create a 22,092 sq. ft. lot and increase the size of the Parkhill/Briol lot by 3,690 sq. ft. to create a 26,108 sq. ft. lot. The Gilbertson lot on Hershey Way remain a 3.5-acre parcel. No new parcels are created and no new development will occur as a result of this replat. It is a replat of property to address an encroachment issue. BACKGROUND: The Planning Commission voted unanimously to recommend approval of the preliminary plat of Palomino Highlands at its meeting of January 4, 2017. BUDGET IMPACT: N/A ATTACHMENTS: Background Material Map Zoning Map Resolution Resolution Resolution Presentation PALOMINO HIGHLANDS PROJECT REVIEW Existing Conditions Property Location 12980 Hershey Way(Lot 4,Block 1,THE HIGHLANDS) (Legal Description): 102 Belmont Road(Lot 2,Block 4 PALOMINO HILLS 3RD ADDITION) 100 Belmont Road(Lot 1,Block 4 PALOMINO HILLS 3RD ADDITION) Comprehensive Plan Designation LD(Low Density Residential,2 to 6 units/acre) Zoning Classification R-3 Single Family 11,000 s.f. Existing Platting All three lots are platted lots of record. Current Land Use Single family residential. Size: Address: Existing: Proposed: 12980 Hershey Way 152,381 sq.ft.(3.5 acres) 100 Belmont Road 26,108 sq.ft.(0.6 acres) 102 Belmont Road 22,092 sq.ft.(0.5 acres) Topography: Existing Vegetation Urban landscape—heavily wooded area Other Significant N/A Natural Features Adjacent NORTH Belmont Road,Lot 20 Block 3 and Lot 23 Block 2 Palomino Hills 3rd Addn Properties/Land Comprehensive Plan LD-Low Density Residential(2-6 units/acre) Uses Zoning/Land Use R-3 Single family, 11,000 s.f. SOUTH Lot 3,Block 1 The Hi hlands Comprehensive Plan LD-Low Density Residential(2-6 units/acre) Zoning/Land Use R-3 Single family, 11,000 s.f. EAST Lot 3,Block 1 The Hi hlands and Palomino Drive Comprehensive Plan LD-Low Density Residential 2-6 units/acre) Zoning/Land Use R-3 Single family, 11,000 s.f. WEST Lot 5,Block 1 The Hi hlands and Lot 3,Block 4 Palomino Hills 3rd Addition Comprehensive Plan LD-Low Density Residential(2-6 units/acre) Zoning/Land Use R-3 Single family, 11,000 s.f. F 1 � I z O a, y a" o ` PONy = C pV � N 9 BELMONT_RD o W J 411 co SIT Mr.. , - • ; �p . . . . . . . . . . r F HERALD CIR � J LLI y � 131S sr 14 S Apple PALOMINO HIGHLAND Valle J / E LOCATION MAP T m. ��.• R e R-3 R J 3 z 0 F J Q Zz K ° R-3 0 v Uo ti92i P BELMONT RD w z s�44 P / 0 29TH C7- SITE TSITE v A -3R-3 o� R-3 Q R � 13�ST gT W R- R-3 HANNOVER C R-3 PALOMINO HIGHLANDS - N - O W E _ S d a ZONING MAP CITY OF APPLE VALLEY RESOLUTION NO. 2017 - PRELIMINARY PLAT APPROVAL PALOMINO HIGHLANDS 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 of land within its borders; and WHEREAS,pursuant to Chapter 153 of the City Code,the City Planning Commission held a public hearing on an application for subdivision of land by plat on December 7, 2016; and WHEREAS,the City Planning Commission reviewed the preliminary plat for conformance with the standards of Chapter 153 of the City Code and made a recommendation regarding its approval on January 4, 2017, subject to conditions. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the preliminary plat for the following described plat of land is hereby approved for a two year period,to wit: PALOMINO HIGHLANDS ADDITION BE IT FURTHER RESOLVED,pursuant to Chapter 153 of the City Code,that said preliminary plat approval is subject to the following conditions: 1. The plat shall be configured to have three (3) lots and no outlots. 2. Park dedication requirements have been previously satisfied. 3. Stormwater pond requirements have been previously satisfied. 4. Dedication on the final plat of a ten foot(10')wide drainage and utility easement along the entire perimeter of lots within the plat wherever abutting public road right-of-ways. 5. Dedication on the final plat of a five foot(5')wide drainage and utility easement along all common lot lines. 6. All municipal utilities have been previously installed. ADOPTED this 12th day of January, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela 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 January 12, 2017, the original of which is in my possession, dated this day of , 20_ Pamela J. Gackstetter, City Clerk 2 EXHIBIT A ° a ooh w�'g ��'zo Q000 wo s \\ O � www (loi2o oNOm wmpWm �m T tt ESQ wOFN Opo rcOn� Mi \ w rf \ J n o•oa un• `� \ � -5 / D ge30.0a �p d ^�I pn1 12 9 N/yp� \ W 1 R<2 J MN / \`.. I N / \ ttj \ FH; d / / $ v Z� / t7 ag / Z s W d a I I WZ�8 000' WZVJ 3 CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION VACATING PUBLIC GROUNDS WHEREAS, pursuant to the requirements of Minnesota Statutes Chapter 412.851, the City Council of Apple Valley held a public hearing on January 12, 2017, with respect to the vacation of certain public grounds described in the attached Notice of Completion of Public Grounds, and WHEREAS, it appears it will be in the best interest of the City of Apple Valley and the public to vacate said grounds as such grounds are no longer needed to serve a public purpose. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley,Dakota County, Minnesota,that: 1. The vacation of the public grounds described in the Notice of Completion of Vacation of Public Grounds, attached, is hereby approved. 2. The City Clerk shall present said Notice of Completion of Vacation of Public Grounds to the County Auditor and County Surveyor and then file a copy with the County Recorder pursuant to law. ADOPTED this 12th day of January, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk NOTICE OF COMPLETION OF VACATION OF PUBLIC GROUNDS IN THE CITY OF APPLE VALLEY,DAKOTA COUNTY,MINNESOTA TO WHOM IT MAY CONCERN: NOTICE IS HEREBY GIVEN, that pursuant to the resolution of the City Council on January 12, 2017, the City Council of the City of Apple Valley, Dakota County, Minnesota, passed a resolution vacating the following described public grounds in Apple Valley, to-wit: The southerly 10.00 feet of Lots 1 and 2, Block 4, Palomino Hills Third Addition, according to the recorded plat thereof, Dakota County, Minnesota. And That part of Lot 4, Block 1, The Highlands, according to the recorded plat thereof, lying easterly and northerly of the following described line. Beginning at a point on the northerly line of said Lot 4, Block 1, distant 211.54 feet westerly from the northeast corner thereof, thence southerly, perpendicular to said northerly line, a distance of 27.33 feet; thence southeasterly a distance of 166.70 feet to a point on the southeasterly line of said Lot 4, Block 1, distant 62.87 feet southwesterly from said northeast corner, as measured along said southeasterly line and said line terminating. Notice is further given that the vacation proceedings were completed by the City Council on the 12th day of January,2017. A copy of the Resolution of Vacation of Public Grounds is attached hereto as Exhibit A and incorporated herein. IN WITNESS WHEREOF, I have set my hand this day of , 20 , as Clerk of the City of Apple Valley,Dakota County, Minnesota. (SEAL) Pamela J. Gackstetter, City Clerk STATE OF MINNESOTA ) ss. On this day of , 20 , before me a notary public within and for Dakota County, Minnesota, personally appeared Pamela J. Gackstetter, City Clerk of the City of Apple Valley, Dakota County, Minnesota, known to be the person described in and who executed the foregoing instrument and acknowledged that she executed the same as her free act and deed with the authorization and under the direction of the City Council of the City of Apple Valley, Dakota County, Minnesota. Notary Public This document drafted by: Pamela J. Gackstetter, City Clerk City of Apple Valley 7100 West 147th Street Apple Valley,Minnesota 55124 EASEMENT VACATION EXHIBIT \ EASEMENT VACATION DESCRIPTION: That partof Lot 4,Block 1,The Highlands,according to the recorded plat thereof,tying easterly and northerly of the following described line. SCALE : 1 = 20� from then northat a east nt on the thereof,rly line of said thence southerly,perp4. endicular ar ont 211.54 feet said northerly Iine,oaY 1 \ O\O\ N�RThFR[Y , ~ I'i/r/ , r t�/�' Legal Description:distance f 27.33 line oofosaid Loo,southeasterly 11 td sant 62.87 feet southwesterly froominsaid the \\ [0T 4,B(pCK A J 14 /r northeast comer,as measured along sold southeasterly line and said line terminating. I \ ` ' I r,�/ LOT 4. BLOCK 1, EDGE S73- THE HIGHLANDS, I WATER \ 342939E N�RTCO STCO Y DAKOTA COUNTY, MINNESOTA i` 1 �ortq/NOae T4•B[p KR / Bearings shown on this drawing are per Dakota County coordinate system. rA Y� \ \ \FMENT7.09F t,� �\ A. \ acyTfa� 1 r0 6.16 BLOCK ONE \ PG FY"" 'cy e \� Ch "N �O O, �O Y, 7 \ / •OO I CONSULTING ENGINEERS' I hereby certify that this is a true and correct representation of a tract as shown PREPARED FOR: PROJECT NO, 16052.00 BORE PLANNERS and LAND SURNEYORs =ed hereon. As prepared by me this NOVEMBER day of 9TH, 2016. TIM ELLISONADDRESS: EINEERING�OMPRNY, INC. inn. Reg. No. 19086 1000 EAST 1NUi ST..STE.210,6URNSNl1E MN Sw37 PX(Ssz)•S2—woo RUSSELL P. DAML0 EASEMENT VACATION EXHIBIT e ` sr3o0s1 �t CNr'�°po 4s� EASEMENT VACATION DESCRIPTION: „aoap is?44 E �t THE SOUTHERLY 10.00 FEET OF LOTS 1 AND 2,BLOCK 4, SCALE : 1" — 30' PALOMINO HILLS THt^RD ADDITION,ACCORDING TO THE RECORDED PLAT THEREOF,DAKOTA COUNTY,MINNESOTA. Legal Description: LOTS 1 & 2. BLOCK 4. `' �-';�•I,',* �M�s She � PALOMINO HILLS THIRD ADDITION ttr ,' 90• DAKOTA COUNTY, MINNESOTA LOT 2 -`10 BLOCK 4 N p p O LOT 1 BLOCK 4 t` A r thrRD<AtaF,RtrLrry �afn©N a®�N fpt 373 �O a CONSULnND ENpNEERS, I hereby certify that this is a true and correct representation of a tract as shown PREPARED FOR PRo�Ecr No. 16052.Ot1 flOBE PLANNERS arta LAND SURVEYORS and described hereon. As prepared by me this NOVEMBER day of 9TH, 2016. 1pcompm NGINEERING �] TIM ELL Y, INC. e(4�-L a©DRess: Minn.. Reg. No. 19066 'OD&toz BELIA0N7 sono imo Eas,oath ST.,sTc 24A FURNSWIR0 LAN 55=aN(02 32_a RUSSELL P. DAMLO CITY OF APPLE VALLEY RESOLUTION NO. 2017 - FINAL PLAT APPROVAL AND WAIVER OF DEVELOPMENT AGREEMENT PALOMINO HIGHLANDS 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 replat previously platted lots in order to relocate a common rear lot line; and WHEREAS,pursuant to Chapter 153 of the City Code,the City Planning Commission held a public hearing on an application for subdivision of land by plat on December 7, 2016; and WHEREAS,the City Planning Commission found the preliminary plat to be in conformance with the standards of Chapter 153 of the City Code and recommended its approval on January 4, 2017, subject to conditions; 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 and no new lots or new development will occur as a result of the subdivision. 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 Clerk are authorized to sign the same,to wit: PALOMINO HIGHLANDS 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(60) days of the certified release from the City offices or such approval shall be null and void. ADOPTED this 12th day of January, 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 and the final plat described therein is hereby released for recording with the Dakota County Recorder this day of , Pamela J. Gackstetter, City Clerk EXHIBIT A L� �€ >Q a�iyo o� �`\ e \ god a9 0 ---r MR die $ e3'�p�/ \�f e`�'s ��Wo a� � Z w DRQ /'_,��• ,•!N � •$ -N�7 s m •g'" �'� =�w IR 3 Z R r O 8 S �a gg 1/12/2017 Palomino Highlands City Council Meeting January 12, 2016 AppValley ■ Existing Conditions Elli'sOT r Parkhill/ GilbertsonSrioI i i i m Apple exis.�Nc Lo.aAeas �i11" Valley NOINlEIIINO ■ 1 1/12/2017 Request 1. Preliminary Plat of Palomino Highlands 2. Vacation of Drainage & Utility Easements 3. Final Plat of Palomino Highlands Appv".11' ■ Palomino Highlands a C, ' i• v Y- -�Tom'' —,. s✓./�, u �� ��-�' �_ "T APvl'.11 y ■ 2 1/12/2017 Zoning Map / R-3 P E' CITE A R.3 R-3 R-3 APP,I, y ■ Preliminary Plat _ �sM.Funh ien �� � 64 inra.ucrxz � rum n�w -p ea �' ,.f pae�mnrwaraur -- A�Va��ey �gNMNY�UK�� — - PdID1@IO H[G9iidNNPB rt 3 1/12/2017 Vacation E115MINT VACATION EXHIBIT —NT V-04 DE9CR�TW Legal 9eamApm: L915 1&Z L07 2 Pg BLOCK 4 9 LOT 1 BLOCK 4 'EMY onaPw,re. ■APPVIL Vacation EASEMENT VACATION EXHIBIT EASEMENT VA A7CN DUCRMION L.;l 0—rgtioN� ,c.,,,,.��...,.m9 ,�� ''�y. t�-i`y .. � Inr 4—1. ew�Pas .E H--.. BLOCK ONE_ rrrr jell' APIVIL FRw . .11.y N. rvoee ■ 4 1/12/2017 Final Plat ...M HIGHLANDS APPI. Planning Commission Recommendation Planning Commission held public hearing on December 7, 2016. At its meeting of January 4, 2017, the Planning Commission voted unanimously to recommend approval of the preliminary plat of Palomino Highlands. A4-.11.y ■ 5 1/12/2017 Recommended Actions Open public hearing to consider vacation. Receive comments, close public hearing. Adopt Resolution Approving Preliminary Plat of Palomino Highlands. Adopt Resolution Vacating Drainage and Utility Easements. Adopt Resolution Approving Final Plat of Palomino Highlands. Appv".11' ■ Questions? A41.11.y ■ 6 1/12/2017 Oblique Aerial 0000: ITEM: 5.D. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Regular Agenda Description: 7525 147th Street West Retail Building - Removed from agenda Staff Contact: Department/ Division: Thomas Lovelace, City Planner Community Development Department Applicant: Project Number: 7525 Cedar, LLC PC16-34-CBV Applicant Date: 9/26/2016 60 Days: 11/25/2016 11120 Days: 1/24/2017 ACTION REQUESTED: 1. Adopt a resolution approving a conditional use permit to allow for a drive-through window in conjunction with a Class III restaurant. 2. Adopt a resolution approving a conditional use permit and variance to allow for a Class II restaurant to be located closer than 1,000 Ft. from Institutional or Residential use. 3. Adopt a resolution approving the site plan/building permit authorization and setback variances to allow for the construction of a 4,567-sq. ft. building on Lot 1, Block 1, Giselle's Corner. SUMMARY: The applicant is requesting approval of two conditional use permits, site plan/building permit authorization and several building and parking setback variances to allow for construction of a 4,567-sq. ft. building that will have a Class II restaurant and Class III restaurant (coffee shop) with a drive-through window. The site is located at 7525 147th Street West, the current location of a vacant motor fuel station/convenience store operation. The site is the location of a former motor fuel/convenience store. There are currently four access driveways from public streets to the site, two each off Glenda Drive and 147th Street West. Both driveways along 147th Street West will be removed and the most southerly access along Glenda Drive will be shifted north. The applicant will be required to blend the curb, sidewalk, and install applicable streetscape amenities at the closed driveways. The original plans indicated that the drive-through window lane would provide stacking for 12 vehicles, but did not show a bypass lane for vehicles that may want to exit the drive lane. The revised site plan shows a bypass at the midpoint of the drive-through window lane. Relocating the drive-through window lane aisle in order to meet the minimum parking setback will have an impact on the site layout, which likely result in the reduction in the size of the building. Therefore, staff is recommending that a variance be granted to allow for the encroachment of the drive lane into the setback area. All mechanical equipment shall be screened in accordance with City code requirements. Final grading and erosion control plans, and specifications shall be submitted for approval by the City Engineer prior to issuance of a Natural Resources Management Permit. License agreements will need to be obtained for any filtration areas located in a drainage and utility easement and maintenance agreements shall be executed for all filtration areas to ensure their ongoing operation. A detailed planting price list shall be required for verification of the City's 21/2% landscaping requirement at the time of submission of plans for a building permit. Landscaping should be added along the north and east side of the property. City staff has concern about the location of some the trees in and around the proposed filtration basins. The applicant should work with staff on relocating trees that may be impacted by the basins. An outdoor seating area is shown on the south side of the building, directly adjacent to the proposed drive-through window lane. Decorative fencing that is maintenance free shall be installed around the perimeter of the south outdoor seating area that will provide a buffer between seating and vehicle lane. Outdoor seating is also shown in front of the proposed coffee shop. Any seating shall be located in a manner that will not impede the use of the sidewalk. The site plan identifies sidewalk connections to sidewalks along the adjacent public streets. The subject property is currently designated "C" (Commercial) and is zone "RB" (Retail Business). The redevelopment proposal is generally consistent with comprehensive plan designation and zoning designations. The public hearing for the drive-window lane was held on November 7, 2016, and the public hearing for the Class II restaurant was held on December 7, 2016. No comments were receive at either hearings and they were closed. On January 4, 2017, the Planning Commission voted 4-0 to recommend of the conditional use permits and site plan/building permit authorization request as recommended by staff. BACKGROUND: In late 2105-early 2016, the applicant submitted and received approval of a previous development request to allow for construction of a 7,512-sq. ft. multi-tenant retail building and 50-space surface parking lot. Also included in that approval were the granting of following building setback variances: 1. A building setback variance of 16 feet to 17 feet from the required building setback of 50 feet from Cedar Avenue; 2. A building setback variance of 16 feet to 45 feet from the required building setback of 50 feet from Cedar Avenue for the south 5 feet of the east elevation; and 3. A building setback variance of 10 feet to 25 feet from the required building setback of 40 feet from 147th Street West. Finally, the applicant submitted a request for approval of the Giselle's Corner final plat approval that combined the the existing platted lot with 30 feet of vacated right-of-way abutting the lot's east property. This replat was approved by the City Council on March 24, 2016, but has not been recorded at Dakota County. BUDGET IMPACT: N/A ATTACHMENTS: Background Material Resolution Resolution Resolution Final Plat Plan Set 7525147 1h STREET WEST RETAIL BUILDING PROJECT REVIEW Existing Conditions Property Location: 7525 147th Street West Legal Description: Lot 4, Block 3, VALLEY COMMERCIAL PARK 1 ST ADDITION, EXCEPT THE West 40 feet thereof, together with the vacated street adjacent on the East of said Lot 4, Block 3 Comprehensive Plan Designation "C" (Commercial) Zoning Classification "RB" (Retail Business) Existing Platting Platted Current Land Use Vacant motor fuel station Size: .92 gross acres - .06 acres of right-of-way easement area - .13 acres of easement area= .73 acres net buildable area Topography: Flat Existing Vegetation Landscaped Other Significant Natural Features None Adjacent NORTH Kennedy Transmission Building Properties/Land Comprehensive Uses Plan "C" (Commercial) Zoning/Land Use "GB"(General Business) SOUTH Bank of America Comprehensive Plan "C" (Commercial) Zoning/Land Use "RB"(Retail Business) EAST Applebee's Restaurant Comprehensive Plan "C" (Commercial) Zoning/Land Use "PD-290" (Planned Development) WEST Cedar View Animal Hospital Comprehensive Plan "C" (Commercial) Zoning/Land Use "RB" (Retail Business) Development Project Review UPPER 145THjSTW W ��. -146TH STW SITE A I J V, 14THSTW W 9 b Q - Ch Os AJ Q iW I i, LU z 149' ST V11- Location Map Comprehensive Plan: The subject property is currently designated "C" (Commercial). The commercial designation includes a wide variety of retail, office, and service uses that vary in intensity and off-site impacts. The City uses the zoning ordinance to regulate the intensity and characteristics of development based upon land use criteria and performance standards. The redevelopment proposal is consistent with this designation. S a D a MD 0 147TH ST W SITE ST W Comprehensive Plan Land Use Map Zoning: The property is zoned"RB" (Retail Business). Retail business districts are areas, which are centrally located to serve the need for general retail sales. Multi-tenant retail buildings are a permitted use within this zoning district. The applicant has indicated that the proposed tenants will be a restaurant and coffee shop. LB w h -5C . P a 4�i� 146th ST W W D- 90 w a 1 U) 14 14 th ST W > D- 90 1 3 12 wGLAZIER U A E 1 = 2 2 Zoning Map Development History: The site is the current location of a vacant 4,734-sq. ft. motor fuel station with a convenience store, car wash operation, and two motor vehicle repair bays. On December 12, 2015, the City Council approved site plan/building authorization to allow for construction of a 7,512-sq. ft. multi-tenant retail building and 50-space surface parking lot. Also included in that approval were the granting of building setback variances of 16 feet from Cedar Avenue and 10 feet from 147th Street West. On February 25, 2016, the City Council approved the following amendments to the approved building setback variances: 1. A building setback variance of 16 feet to 17 feet from the required building setback of 50 feet from Cedar Avenue; 2. A building setback variance of 16 feet to 45 feet from the required building setback of 50 feet from Cedar Avenue for the south 5 feet of the east elevation; and 3. A building setback variance of 10 feet to 25 feet from the required building setback of 40 feet from 147th Street West. Finally, the existing platted lot was combined with 30 feet of vacated right-of-way abutting the lot's east property and replatted as Lot 1, Block 1, Giselle's Corner. This replat was approved by the City Council on March 24, 2016,but has not been recorded at Dakota County. Odoba Restaurant Conditional Use Permit Request: The applicant is requesting approval of a conditional use permit(CUP)to allow for a Class II restaurant. Approval of a Class II restaurant in the "RB" zoning district is subject to the requirement that it be located no closer than 1,000 feet from any residential or institutional use. The proposed restaurant will be located is located approximately 300 feet from the Glazier Avenue Townhomes, a 15-unit townhome development located at 14641-59 Glazier Avenue; and 550 feet from the Christian Science Society church, located at 14515 Glazier Avenue. Therefore, a variance from the distance requirement will be needed. Approval of the proposed CUP shall be contingent upon the approval of a variance from the requirement that a Class II restaurant be located no closer than 1,000 feet from any residential or institutional use. As stated previously, the proposed restaurant site is located 300 feet from the Glazier Avenue Townhomes and 550 feet from the Christian Science Society church. Both uses are located on the opposite side of Cedar Avenue, a six-lane principal arterial roadway, with an annual average daily traffic of 45,500 trips. Variances shall only be permitted when they are in harmony with the general purpose and intent of the official control and when the terms of the variance are consistent with the comprehensive plan. Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the official control. Practical difficulties are described as: • The property owner proposes to use the property in a reasonable manner not permitted by the ordinance. • The owner's plight is due to circumstances unique to the property not created by the owner. • The variance will not alter the locality's essential character. During the past several years, the City has approved variances to allow for Class II restaurants to locate closer than 1,000 feet from a residential or institutional use when separated by a large right-of-way like CSAH 42 and Cedar Avenue. In 2013, the City granted a variance to allow for a Chick-fil-A restaurant, located at 7480 153rd Street West, to be located closer than 1,000 feet to a residential use due. The variance was granted due to the finding that Cedar Avenue and a sound wall would act as a barrier and mitigate impacts generated from the Class II restaurant on the residential uses located on the west side of Cedar Avenue. In 2010, Panda Express, a Class II restaurant located at 7735 150th Street West (CSAH 42) received a variance from the 1,000-foot distance requirement. The variance was granted due to the finding that CSAH 42 was a principal arterial road with a 160-foot right-of-way and a traffic volume of over 30,000 vehicle trips per day, which will act as a barrier and mitigate impacts generated from the Class II restaurant on the institutional and residential land uses south of CSAH 42. Variances from the 1,000-foot distance requirement were also granted in 1993 for some other Class II restaurants along CSAH 42. They include Bruegger's Bagels, Taco Bell, and Dairy Queen. Conditions appear to be similar to the before-mentioned restaurants. The physical presence of Cedar Avenue and the traffic volume will act as a barrier and mitigate impacts that will be generated from the proposed Class II restaurant. Drive-Through Window Conditional Use Permit Request: The applicant is requesting approval of a conditional use permit C.U.P.) to allow for a drive-through window in conjunction with a proposed coffee shop, which is defined as a Class III Neighborhood Restaurant. Approval of drive-through window C.U.P. is subject to the following requirements: 1. The City Council shall find that any noise, headlights, traffic volume and emissions from idling vehicles resulting from the operation of the window does not negatively impact surrounding residential and institutional uses. 2. The drive-through lane shall not impede or conflict with vehicular, bicycle or pedestrian traffic circulation on the site, as determined by the City Traffic Engineer. 3. When a neighborhood restaurant is located less than 1,000 feet from residential or institutional use, the City Council may restrict the hours of operation of a drive-through window to mitigate any adverse impacts caused by noise, headlights, traffic volume and emissions from idling vehicles. The drive-through window lane provides stacking for 12 vehicles, but the original plan did not show a bypass lane for vehicles that may want to exit the drive lane. The applicant revised their plans to show a bypass lane at the midpoint of the lane. Site Plan: The applicant is proposing to construct a 4,567-sq. ft. multi-tenant retail building and 40 surface parking spaces on a .9-acre lot, located at the northwest corner of 147th Street West and Cedar Avenue. Access to the property will be from driveways located along 147th Street West and Glenda Drive. There are currently four access driveways from public streets to the site,two each off Glenda Drive and 147th Street West. The original plans showed the removal of the most-easterly driveway along 147th Street West and the southern driveway off Glenda Drive. Staff is recommending that both driveways along 147th Street West be removed and the south driveway along Glenda Drive be relocated north a minimum of 60 feet from the 147th Street West intersection. The applicant will be required to blend the curb, sidewalk, and install streetscape amenities at location where the driveways will be removed. A raised center median is located in 147th Street West. It extends from just west of Cedar Avenue to just east of Glenda Drive. This currently restricts vehicular access from the project site to right in/right out only. This condition will remain with the redevelopment of this site. The original site plan indicated 48 surface parking spaces for the 4,567-sq. ft. multi-tenant retail building. City code requires one parking space for each 150-sq. ft. of net floor area. The 48 spaces shown on the site plan are 18 spaces over the minimum required. The revised plans indicate 40 parking spaces,which are 10 spaces over the required minimum number of spaces. The revised site plan identifies three employee parking spaces in the southwest corner turnaround area that encroaches into the parking setback. Those spaces and the turnaround area should be eliminated. A proposed Class II restaurant will occupy the 2,567 sq. ft. of the building and a coffee shop, which is a Class III restaurant, will occupy the north 2,000 sq. ft. Required parking for a Class II restaurant is one space per three seats. A Class III restaurant requires minimum of one space per 2.5 seats; and one space per five seats of outdoor eating area, excluding the first ten outdoor seats. The number of seats allowed in the two restaurants will be determined by the available off-street parking. The drive-through window lane is 3 to 10 feet from the south and east property lines. Relocating the drive lane to meet the minimum parking setback will have an impact on the site layout, which will likely result in the reduction in the size of the building Parking lots with fifteen (15) or more parking spaces shall provide for parking of bicycles near the building entrance and shall not encroach into the pedestrian walkway. The site plan shows two bike racks along the west side of the building. The trash enclosure will be located along the north side of the site, approximately 10 feet south of the north property line. The enclosure shall be constructed of the same materials as the principal building. The submitted plans do not identify the location of any mechanical systems that will serve the building. City code requires that all necessary mechanical protrusions visible to the exterior shall be screened or handled in a manner such that they are not visually obvious and are compatible with the surrounding development. For rooftop mechanical equipment, satisfaction of this requirement shall require that the equipment be fully screened visually by whether a parapet wall along the edge of the building or by a screen immediately surrounding such equipment. The height of the parapet wall or screen shall be at least the height of the equipment and must be an extension of the outside walls or screens constructed of durable, low-maintenance materials and are a light, neutral color or the same color as the primary building materials of the outside walls. Rooftop equipment shall be setback from the edge of the roof a minimum of 20 feet. An outdoor seating area is shown on the south side of the building, directly adjacent to the proposed drive-through window lane. The site plan identifies a 36-inch tall fence that will be installed around the perimeter of outdoor seating area. The fence shall be a decorative maintenance free material. Outdoor seating is also shown in front of the proposed coffee shop. Any seating shall be located in a manner that will not impede the use of the sidewalk. Proposed Setback Variances: Minimum building setbacks from Glenda Drive and the north property line have been met for this project and all minimum parking setbacks have been met with the exception of the parking setback along the east side of the property. The applicant is requesting building setback variances of 4 feet from Cedar Avenue and 14 feet from 1471 Street West. As stated previously, several setback variances were approved as part of previous site planibuilding permit authorization request. The building setback variances requested with this proposal are less severe because the building area has been significantly reduced. Variances shall only be permitted when they are in harmony with the general purpose and intent of the official control and when the terms of the variance are consistent with the comprehensive plan. Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the official control. Practical difficulties are described as: • The property owner proposes to use the property in a reasonable manner not permitted by the ordinance. • The owner's plight is due to circumstances unique to the property not created by the owner. • The variance will not alter the locality's essential character. The subject property has gone through several changes since its platting in 1969. Several changes have occurred to this property since its platting. The west 40 feet are now part of the 60 feet of Glenda Drive right-of-way. Thirty feet of road right-of-way, located between the east property and Cedar Avenue, was vacated and is now part of this site. With that said, trail, drainage, and utility; and temporary easements are located in the 30 feet of that vacated area. Trail, drainage, and utility, and temporary easements also exist over the south 10-18 feet of the subject property. Improvements associated with the reconstruction of Cedar Avenue and ring route amenities are located within these easements. These changes could be considered unique to the property that was not created by the owner, which would prevent the current property owner or future developer the ability to construct a typical retail building with a 60-foot depth and associated parking within the required setbacks. Grading Plan: Preparation of the site for development for the proposed retail building will involve the removal of the pavement and base, the existing building and structures, and the underground fuel storage tanks and piping. Removal of the existing structures,pavement, base and fuel storage tanks and piping shall be done in accordance with local, state and federal regulations and all the required permits and inspections shall be performed. The site is relatively flat and a minimal amount of grading will occur in preparing the site for the proposed retail building. Redevelopment of this site will require the project meet the City's storm water requirements. This will include meeting the infiltration, water control, and rate control standards. Issuance of a Natural Resources Management Permit and building permit shall be contingent upon the City Engineer's approval the project's storm water management plan. The applicant is proposing to install filtration basins to treat storm water runoff generated on this site. There is some concern about the potential soil contamination associated with the fuel storage and dispensing system. The City Engineer is requiring that soil/borings and testing be provided to ensure that the soil in the filtration areas is not contaminated. No permits should be issued until the City Engineer has had a chance to review and sign off on the results of soil borings and tests. Maintenance of these basins will be the responsibility of the property owner. Maintenance agreements shall be executed for filtration areas to ensure their operation. In addition, license agreements will need to be obtained for any filtration basin located in a drainage and utility easement. Final grading and erosion control plans, and specifications shall be submitted to the City for approval by the City Engineer prior to issuance of a Natural Resources Management Permit. Landscape Plan: The landscape plan shows a variety of live landscape materials that will be used on the site. City code requires that the minimum cost of landscaping materials (live plant material excluding sod) for commercial projects shall be 2'/2% of the estimated building construction cost based on Means construction data. A detailed planting price list shall be required for verification of the City's 21/2% landscaping requirement at the time of submission of plans for a building permit. Landscaping should be added along the north and east side of the property. City staff has concern about the location of some of the trees in and around the proposed raingardens. The applicant should work with staff on relocating trees that may be impacted by the filtration basins. Availability of Municipal Utilities: The site is currently served by public utilities that extend from lines located in the 147th Street West right-of-way. The City Engineer has reviewed the utility plan and has recommended several revisions, which shall be made to the utility plan prior to issuance of a building permit. Street Classifications/Accesses/Circulation: Streets surround the site on three sides. Abutting the property's east side is Cedar Avenue, a principal arterial. There is currently no direct access to the site from Cedar Avenue and none is proposed. Directly adjacent to the south of the site is 147t11 Street West, a minor collector street. There are currently two driveway accesses from this street to the subject property. Both driveways shall be removed. GlendaDrive, a local street, borders the site on the west. Two driveways currently exist that provide access to and from the site. The most southerly driveway shall be relocated a minimum of 60 feet north of 147th Street West. The north driveway shall remain at its current location. Both driveways will provide full access to the site. Elevation Drawings: The elevation drawings indicate a mix of brick and cast stone, with prefinished composite panels at all customer entrances and two sets of windows on the east elevation. Aluminum awnings will be placed over all the windows and entrances. The plans call for plywood blocking at the signage areas. The applicant should provide information on this detail. Pedestrian Access: Public sidewalks exist directly adjacent to the site in the 147th Street West and Cedar Avenue rights-of-way. The original site plan identifies connections from the development to these sidewalks. They show a crosswalk that traverses diagonally from the northeast corner of building to a sidewalk connection from the site to Cedar Avenue. Staff recommended that the crosswalk be removed,which the applicant has done. The width of the sidewalk that runs east/west between the north side of the drive-through lane and a row of parking was approximately 4 feet wide on the original plans. Staff indicated that the 1.5- foot encroachment allowance beyond the parking lot curb of cars parking in the adjacent spaces would have an impact on the ability to use that sidewalk. The revised plans now show a 6-foot wide sidewalk, which is acceptable. This sidewalk should be extended west to the end of the parking lot island and a crosswalk be striped in the drive aisle directly to the west of the sidewalk, A sidewalk will be constructed along the east side of Glenda Drive, which was originally shown directly behind the street's curb. Staff stated that sidewalk should be located one-foot from the west property line,which the applicant has done. Signs: No formal sign application has been submitted, however, the applicant does show the location of building sign band area and the location of a sign along Cedar Avenue. All signage should be in conformance with the City's sign ordinance and applicable sign requirements. Public Hearing Comments: The public hearing for the drive-window lane was held on November 7,2016. No comments were received and the hearing was closed. The public hearing for the Class II restaurant was held on December 7, 2016. No comments were received and the hearing was closed. CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR A DRIVE-THROUGH WINDOW IN CONJUNCTION WITH A CLASS III RESTAURANT IN A"RB" (RETAIL BUSINESS)ZONING DISTRICT AT 7525 147TH STREET WEST AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that a drive-through window in conjunction with a Class III restaurant as regulated in Section 155.157 (M) of the city code may be allowed within the confines of a"RB"(Retail Business)zoning district and in accordance with specific performance standards, as a conditional use; and WHEREAS, approval of a Conditional Use Permit for a drive-through window in conjunction with a Class III restaurant has been requested by 7525 Cedar,LLC; and WHEREAS,review of such Conditional Use Permit request to determine its conformance with the applicable regulations and performance standards has occurred at a public hearing held on- November 7, 2016; and WHEREAS,the Apple Valley Planning Commission recommended approval of such Conditional Use Permit subject to certain conditions on January 4, 2017. NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County,Minnesota,that a Conditional Use Permit for a drive-through window in conjunction with a Class III restaurant within a"RB" (Retail Business)zone be approved subject to compliance with all applicable City codes and standards, and the following conditions: 1. The Conditional Use Permit shall apply to property legally described as Lot 1, Block 1, Giselle's Corner. 2. Such operations shall be conducted in conformance with the site plan dated December 16,2016, on file at the City Offices. 3. The restaurant to which the drive-through window will serve shall not exceed 2,500 square feet in size. 4. Hours of operation shall be limited to 6:00 a.m.to 11:00 p.m. daily. 5. The Conditional Use Permit may be revoked for cause if the terms of(2) through(4)preceding are not adhered to. ADOPTED this 12th day of January,2017. Mary Harnann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela 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 January 12, 2017 the original of which is in my possession, dated this day of , 2017. Pamela J. Gackstetter, City Clerk 2 CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION APPROVING A CONDITIONAL USE PERMIT AND VARIANCE TO OPERATE A CLASS II IN AN"RB" (RETAIL BUSINESS)ZONE AT 7525 147TH STREET WESTLAND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that a Class II restaurant may be allowed within the confines of a"RB"(Retail Business)zoning district in accordance with specific performance standards, as a conditional use,provided the restaurant is located no closer than 1,000 feet from any residential or institutional uses; and WHEREAS, approval of a Conditional Use Permit for a Class II restaurant has been requested by 7525 147th Street, LLC, and WHEREAS, approval of a Variance has also been requested by 7525 147th Street, LLC to locate the Class II restaurant less than a 1,000 feet from a residential use; and WHEREAS,review of such Conditional Use Permit and Variance requests to determine its conformance with the applicable regulations and performance standards has occurred at a public hearing held on December 7, 2016; and WHEREAS,the Apple Valley Planning Commission recommended approval of such Conditional Use Permit and Variance subject to certain conditions on January 4, 2017. NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County,Minnesota,that a Conditional Use Permit for a Class 1I restaurant within a"RB" (Retail Business) zoning district be approved subject to compliance with all applicable City codes and standards, and the following conditions: 1. The approval and recording of the Giselle's Corner final plat. 2. The Conditional Use Permit shall apply to property located at 7525 147th Street West and legally described as Lot 1,Block 1,Giselle's Corner. 3. Such operations shall be conducted in conformance with the site plan dated December 16, 2016, on file at the City Offices. 4. The Conditional Use Permit may be revoked for cause if the terms of(1) or(2) or (3)preceding are not adhered to. BE IT FURTHER RESOLVED by the City Council of Apple Valley that a variance to allow a Class II restaurant to be located less than 1,000 feet from an institutional or residential use is granted,based on the following findings: 1. The residential use is located along the west side of Cedar Avenue, an"A Minor Expander"road with a 150-170 foot right-of-way and a traffic volume of approximately 35,000 vehicle trips per day. 2. Cedar Avenue will act as a barrier and mitigate impacts generated from the Class II restaurant on the residential uses located on the west side of Cedar Avenue. ADOPTED this 12th day of January,2017. Mary Hamann-Roland,Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela 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 January 12, 2017, the original of which is in my possession, dated this day of , 2017. Pamela J. Gackstetter, City Clerk 2 CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR THE 7525 147TH STREET WEST RETAIL BUILDING AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV 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 January 4, 2017. 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 the 7525 147th Street West Retail Building is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one(1)year of the date of approval,the approval shall lapse. 2. The Building Permit shall be applicable to property identified as Lot 1, Block 1, Giselle's Corner. 3. A four-foot building setback variance to Cedar Avenue is approved due to practical difficulties created by the addition of drainage,utility and trail easements after the platting of the property,which precludes the normal utilization of the property in the same fashion as other similar properties. 4. A 14-foot building setback variance to 147th Street West is approved due to practical difficulties created by the addition of drainage,utility and trail easements after the platting of the property,which precludes the normal utilization of the property in the same fashion as other similar properties. 5. A 12-foot parking setback variance to a public street is approved due to the unusual hardship imposed by the addition of drainage,utility and trail easements after the platting of the property,which precludes the normal utilization of the property in the same fashion as other similar properties. 6. Construction shall occur in conformance with the site plan dated December 16, 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; subject to a. The existing driveways along 147th Street West shall be removed. b. The south driveway along Glenda Drive shall be relocated a minimum 60 feet north from 147th Street West. c. The developer shall blend all curb, sidewalk and streetscape amenities at the closed driveways along 147th Street West and Glenda Drive. d. The three most southerly parking spaces shall be removed. 7. Construction shall occur in conformance with the landscape plan dated November 22, 2016 and amended to be consistent with the December 16, 2016, site plan, (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City's 21/2% landscaping requirement at the time of building permit application and the addition of landscaping along the north and east side of the site and relocation of trees in the filtration areas to the satisfaction of the Natural Resources Coordinator. 8. Construction shall occur in conformance with the elevation plan dated November 22, 2016. 9. 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. 10. All filtration areas shall be constructed in conformance with the City standards. 11. The property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of all onsite filtration areas. 12. Any site lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines the light to the property. 13. 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 erection of any signs. 14. Construction shall be limited to the hours of 6:00 a.m. to 10:00 Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 5:30 p.m. Saturdays only. 15. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday. 2 16. 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. 17. 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. 18. 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 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. ADOPTED this 12th day of January,2017. Mary Hamann-Roland,Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 GISELLE'S CORNER 61/" �g 1_V 116.ATG Ay� KNOW ALL PERSONS BY THESE PRESENTS That 7525 Cedw LLC, a Minn«oto Heaped liobRlty company, new dme,of the Anlowmg deecriam prpeky I xxY Lot 4.Blwk 31 except Me West b NN thereof.and also Mcludrl9 Me following wcated street.Q=Nmg P,TIT F to Bale Lot 4 Block 3.by threasonof Ea wasllth Merest Commencing of Me at comer hamar of pie "8• •' `-'W '`- .2 Lal 4.Bkck 3; thence rte on Me East INe thereof 225 teat to Me Sf beast wmx Mwaof, Monro m $ East f feet: Mance oki sit feet; thence heel 30 flat to of point of be ReM9; all f Dead Mg to Me N89'S6'19°V✓ 176.27 tW.www 1p 4 para plat of Valley nt.MVa cW pak Pint Addition,new an file ane of rpoM M Me Re9lelx of Dead of - — — — — — NW maw IM R 91uk] _. `p1A11110E a V1NTI EASEIIFNi-� y 9.W 1/IIRM TE Dakola C«ntY•MTnewta. _ _ _ _ _ _ _ � _ _ _ _�_._ _ _._ _ _ _._ _ AbeWet PrpekY `"-VACR- EAS- -PER DOC.110. Has Amsed Me sae to be wrwyse and platted m QSE S CORNER And does hxtly dedlcab to the publie for publk use Me A•aMage y eammen --�- son__-----� end atplf m f In $ as dhow an this At. I I I^1O^ I� 1 I I In xRnem whereof said 7525 Cedar LLC, a Minnesota Hearted IiobRity company, has caused Mese presents to be N9ned by its proper officer this_day of- - -- 20— •�"c a )515 Ceder LLC I is l mumu a unutt EAuliwT�l 5P �a-J� m A m _ STATE a MINNESDTA _ _-' N 599•gt'N66t1 :I G a wl COUNTY OF Nsfwmaft wen acknoMedbefore ms MIs day of ZD_by of w EE _ ' •-- o()523 Cetlw LLC,a MMnaptata Ienited IioblYitY company. an bMell of Me eanpmY. W �l - a F-- I I I S --__- i an `• I Notwy Publk, C«nty,MMneptaI a l LOT 1 mycommission,Commission esp4as SURVEYOR'S CEWfiRCATE gI _ BLOCK 1 1. Enc R. NMwpus, d°hemby certify Mat this plat was Prepared by me w under my dfr«t wpxNslan: Mat 1 ma a My Licrosed Lane Surw cr M the State J i i x$ of MMnepta: Mat Mis plat Is a coapt remmentuidn of Me boundoywmy, Mat all mathematkal data and labels ora correctly designated on this plat: that oll monuments depicted an Mk plat have been, or wId be correctly ori wlfhM one year. Mat all water bcweacmes and wet lands,as defined M Mlnnpnta i P Statut«.S«tdn 50301. Subd. 3, os of the data of this Cxtl(kate we show and IabMed an this plat. and dl Public wap we show and labeled on thla plat // .•, W 3 Doted this_day of 20_, a o, g \\ `. •D. I Min R. to Ucesua. Lo seed Lena sur.Wyr 1 L •. Minnesota Ixene.Number 44125 I I < STATE OF MINNESOTA 58951'] ) couNn a u,r ells Mahument was milm.madgee before me Mk_day of 20_by We R. Wokar u. I I 50 m$I I I I \9P�p0\'f I I I I G a yE 30.00 N89-55'48"W DR.MxGE k VTVtt FPSEMEXi t/ NatwY Publk, ConntY• MMnpota m. d5q I S•o �nP My cpa minlan epMeaI � p 5.00 S89'55'25"E I n A S I h o / NOO'04'35"E I ..�— - S0935'2SE 5932 .1 17.00 'r� AIL pO C Y'ENi u0 3iH OP�5.4MEx1• n $.DD-` T X99`S5'25"W 3{02 2 O[ n o 118955"25"W ".23 NOO'04'35"E N89'55'2rW 54.00 0 •tT Cin COUMaL Apple VaNeg MMneptA .Th V.a 1DT{ 147TH 14123 STREET WEST U 75 This plat was ppmwed by the CRY ComcR of Apple Valley Minnesota. this _day or 20� and hereby Aekf wr mnplionro 569`5$'2$'E 178.23 f 11 with.11 nq.hwl as wt(arts M AMnesoto Statutes.Section S05.OJ. Subd.2 sY By Mayr By OeA M COUNn SURVEYOR _ - - - I hwaby certify that M mecreanro MM masmote Sfatutp. Section 305.021. Subd. 11, this plat has been re fewed and pprored this_day of .._._ m 20Todd B. TWIeffixon� 1� zaWamax m TXP.u5.bp.)n Dakota County surwyw DMAe: Ne sada DEPARTMENT OF PROPERn TAXATION AND RECORDS _♦ low ST W Pursuant to k!»neptA Statutes, Section 505.021,Subd. B, taxes M the Yew 2014 on Me land hereMbefwe Watershed haw been pad. Also,panuant to r Minnesota Statutes, Smflon 272.12 Man an no cm quant taxes and Mmadr mtered One day of 20— De DAptw Department d ••. Mmmt of%party Taxation ane Records I E: COI/NTV RECORDER, C«nty of Damto. State or MMneaoto g GRAPHIC SCALE I I hxoby carfi(y,Mat this plot of aSO1C'S CORNER Was Med In the o(fke of the Canty Remade,fin,publk record an this day of 20� at _.dock—h. and was culy SO M Be*-_of R.A.Page_ as Oscument Numbw SITE • DENOTES FNND IRON MONUTAMT AS SPEaM 1 m nrr I E"oh = 20 I[ By County R«ardor O AFTER I MMUMENT TO 1' HIS M1HIN 1/ TEM q:i• ^, ' Ae1ER ME RECORDING OP THIS PUT.A 1/2 INCH rY• r N 14 INCH IRON PoPE MIM PIASTC CAP V / 1{TM ST W MSCPoBFD 44125 I NORTH L _ — — — _ — — — The 4.Meek 3 of MIs ECOM9 spleen rt Eased on Me North Imo of ACRE LAND ERIRVEYMIf � Lot 4,&«k J.VAl1EY COMMERCIAL PARK IST ADDITION, whkN Is Bphe,MN 55W III SECTION 28,TOWNSHIP 115,RANGE 20 Assumed to new 118956'19"W f\Ilse.e\mN.\llnefM1 ive\fGT-fIl\I5ilTnlln-annle \/nlw,AHwn\ISiATrTNAI PI ATAwn P/IT/pfinR 1N51.oA GM T civilsit O V 7525 147TH STREET WEST QJR- APPLE VALLEY, MINNESOTA ISSUED FOR: PLANNING SUBMISSION t r lu X• ....>. ..... ^� a --ECT8PECIFICC0NSTRUCTI0NNOTES: P K n - N e d.r� uPmmx r mw a.. A SiIE LGC9Pp1 9X SITE LOCATION MAP 4N E SHEET INDE% Tw _ CEVELOPER/PROPERTY OWNER'. MASTER LEGEND: BNEETNUMBEX vEETT E >.••.. �u. reEeCFmo.uc -m - earmn¢nnrnwxrtrtru • MTRLESHEET BIIE&IXVEY an¢.nwiama • x�cu�q GrpMW UMOF•MXlBBENT PIµ mo sm� _ d•at N ��" rz Q1 GIIY µ 9PEC8,8 O p0 GRMANGPIAN ENGINEER/tPNDBCAPE ARCHITECT: ¢r „+• Ono�mwD # t DETuu glee LE3 DETAD$ eiu�eM.Ctla L10 IAN0.5GpPEP1AN BURVEYOR. nrruzr eul XCBLRGE PIAX ¢m atsmr u®wem[MNmen¢ _ 9WI.r� xnwurtcirtn BW1]n Ewrew¢raw mxv muro.uw��mwwav¢.rc«n.._...iu ♦weuroawniw.irvc flvNwvXr¢nwix 81W.>nw wn.vuivnammregxwx�mme euP¢unxm[¢rm[rx[,stnrz�m ti� �nW�� &Xuc,uxsrtun MLI ei/.R CIE VIL ��— emiW u.'RPoaWuo¢¢crmc vmm.m.w�.w m asgr0.vMl ��� EUMwuuwnawouer[ assn•wxt[ mi m w GEOTECHNICPL ENGINEER: Eafrro NarcaE TttLE SHEET wn¢ExvNLEvrunwxe ow+vomwrtu•nwn O • ceanw¢�Ter•ieeo. -"-----. o wmruunxw¢w # rxsrwc u¢nr ¢va�m ¢m� w wnrzvuux • u¢nroouvuvE CO.O VICINTYMAP: PROPERTY ADDRESS:#7515.147th ST W.,ALT A ND E SURVEY APPLE VALLEY,MN _ h LEGAL DESGRIMON' s•.moi nww reppp ums.m Ia 'NR, waou _:. .� W �`�vr.nr.a Ka—., a..wiI'j`vma.i r GENERALNMSE name. 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LEGEND SITE SURVEY ceanrlurlGry NORTH omens senor am...tee —•— __ --------------- Co.1 ,. b:r9if" mG,.. �SJe•r®��� � •.� °—' mnm urtm e.md,eu cao wr r � .va.�wnF� v JOB VI534G ••• •••• .•• •.' ••.••..••' ewm,weu.s..via�emnww-aw v+n+a,mavww e,msa a:a n m r n sFvilSit w w �- - -- ---i �DJR I I � I I I I I w A K p •r .• / i CI TY OF AFFLE VALLEY REMOVAL NOTES'. W J p } W y J a MMw�ro a W W ' La n - rn.[.,u[..s�wm�n u.,wwna m.eama REMOVAL NOTES: .¢�[urt«vx�wwe�rtw�ww.wmmxsmuw..a artwwft .rzauBzwawmaourte[mu+mw�xxrgt.m ew. �r ERO6ION CONTROL NOTES: wa.�ahas wwr.w"[®w ^ cmriommw.wecurri[mrrq.o REMOVALS LEGEND' n e mmumw.amwaaax.® ^x^u wmur[wmaswuxwu®uomw.[vrunEnnwanean< u�wrtwaeu rtw� r¢au rxawrx�uwurm rwnep.nru eonarvnm:.e�am.neuw. —°° �umewu [ev�ucuxu[.wr nrwnuutew�smmrtcrtomuounw +[amnro�acawxsaw�a � xa rauma u� uneweEwwxnssa[xxww w.r[muowwerwmx.uwevuuawnnn[mr, vnune..smmwu[ mE roram w�www REMOVALS FUN AD w_ w wmr .�aMwx a� w m. X C1 .0 ivilSit 5, o SITE AREA TABLE: n'i'ev'r'"u^irwr: .wnm A .w .xbRrJECTUR ,PP. PAP, ,AP, rN.w .....__.._ K �wn --P s°°".m°"wssn:'. 111111 ....i I Win. .m.,n.rmr a owowm.,. n..nss na SITE INFO: .a..m�.wxsru+ar II � 111 �.—I'w+oiem<. � Ii °'e nunw,.rrw.eo...:.�.ni i i ���ano.nsE� ���.nnnroi q..eu. wiw P. M#n'xYN wrpt�M II _ W� ...e.mr.rnrw.rownr II r I .wnn..n...1o...1 W tw.wmrtwrtw2x.w[ma "mmvsucwln1."'{J w.wm..w� W IN rm ro `' �6 L:L ..wi°wir / • zumuwwno,m nc F� Q o �w,w J rn w o l a r...... _ V I a nwwm, rvO � PROJECT SPECIFIC SITE NOTES: tj _ r II E �° - _ mrzw�racamw umm.aumxnr.wwrto O � � 2 SITE PLAN LEGEND. CITY OF APPLE VALLEY SITE SPECIFIC NOTES: SITE IAYOUTNOTFS: r�mnronar urumwstau+ros wE ern vAwt6rlwxi�,M�ea�nunomvwutN�, "_tII••• OUJn amPonw6p[�¢'IWfEa� n wswnruumswrawasrs¢w • necararmwara � sEtmw.san romcrwcv xmawxrvmu s®umvwnme-Yugrevrwkaasm. 1pN ����/// v awaawa. e w.seaysaa>nme .awnmawusoexr,nuwn�wrss o.mr>erwrwwwr eseewugrviervu ,,,,6t01@,�, gm"'®"�' SITE PLAN xnw:uwrcraaaxc ruwwa wrv.xnwewvs. wmmcwrvcnrirtwwcmwcsxempu�wrs C2.0 SITE IAYOUI NOTFS-ADDITIONAL Civil!tite I Cw�Nc.Aawawelmxa-muveiWES WFxmOFMrt]wM' i�i�vmiinau i ml�wvmlmumnimnux...v¢r,piW.e.N4Nwmrveuwu ne... 1 I � wsnm.mauM'NNGnawwu-mm•[laxwi®cert.urcaN �on.Mie. ®mm I I m.wN.aacrvmm.vaaammvu.MlnoN. I w..relmm,e¢mowrt DJ R --- I .. s - mw - ---- -.� -------- „- - J 2 ca ao � l� APRON B STREETSCAPE REPLACEMENT ENLARGEMENT /ry ���ra f ; LLI a N uai SWWR r � �xaG�...— — fsr fie.......�®:—.., :.—. N\ •� CITY SiANOARo BTREETSCP�F BPEC6 8 D_t A'LS CITY OF APPLE VALLEY GRADING NOTES: lvuslt OVERALL SITE CURVE NUMBER ON) 83 anMWwrMavwm e V mnwumvww�wnc<mmrmmam n�r.amar.ia.m rs. rarVm�cvira a+uwrsvrvwrmuvariemmwnm wv ww.�^ s wwrx.mu rnxvwssomswavwwarnw®w vmr ems _ — wxowwvEuu wr[e:wmrn�mwwelartuwro wi I ' oven.owawxumrwrevae DJNR w 1 � A w "HillIR � i aw w.e m, n.w wnn�nan � I EROSION CONTROL NOTES'. GROUNDWATER INFORMATION fA � ,¢ree.'vrri¢Ywi4, wm�cirwrmlppFrt®r,Ywo�e W A s Ong f..: � • '� BFMBL W ? J o W i U) Lu p V La N ® Zia,: GENERAL GRADING NOTES: v GRADING PLAN LEGEND'. a[aN�vxrcn�mNwrxuwt•xra.�wwnwu e. rwnusortxeouwisamn.ri[twiucmrswamwmmxie®a n roEww cexn rrtw mwsem.wxeaanmeommemnunmwVwrveuewmam nt�wnnnnmu�iuwnswuvEeievaswumw.wn�rrurmr -- Vrm�nwmnrm:uimu. anM.'pPr1%Nrtwrllw®w rmraw+¢wrwEou[vndnxnpPm¢+evID.wanm vm.Naaavrdumvu ® etonpx�m,muw.wn � `6 s+ruui[uvv�Wrnwuafmonan¢iorta rw�umu�Pwxu¢awn®.u[Iviwnmewaw=urrwa�rnwiwum w ruuwueEwv[omnwaws�rsx'aam[svmrws�.¢ nwnwawnmon�wuru • wnmosmrutaA¢new.[rromwrtoevmavumenar.E xma nwngwwuuwertr.wrarR.m nsa.mwmnrsmss+ttww n,w. Q unw[wumnmamvwaaam nn+gnvau.uwr mtr®rumuiarnmvvwie.¢faamussrv.Eawsra azvmwrrt ``9v-__ _ �vuEnr�rtomnxnurxnew.w+cwvm ar�unr srK wwwu .rmaeuaaurr�suacuu mr�,amav 1S__ mmxnnrrworuua+aw .wmnwmnm.mu.w�aoxmia rcnwEmmEnwrtmxmwa u .waswamm�Fmx.aw�u2wmrmrtawEwx,sanE®aw�e uauouruirmzmrum4emcw.roi ceun.rwaarwrm mua.®yaw GRADING PLAN C3.0 CITY OF APPLE VALLEY UTILITY NOTES: 1-llSlt Y NB�tP4E V x[[x4�umnc-Wry x wmcvm mumm."RmaW ewew�.s.a '#RtCMF,4 w�v cm® 4NViM�tte nri,�.wnri1R0,4rtA wwfNUM1 wiw F DJR I I i wP G,4m _m�wa.4 a 4, I ,Ooyy,.y it I ra[wuwnwna ' y .,a w s I SITE SPECIFIC UTILITY NOTES. 3p .,oa.'onE eo - __ nEm4ox W z J C LU ,a.win weee..e.o�owe. fA 9 W o mems mw4cmxao,. 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TI ii a i iI i F' ' I n i 3 av, a rro LU E j — -✓�J CILU PIT roma ti c a Lu » ITT N g a.a¢.¢w..r.. .raew,ro c1� TILT LEGEND: BNPRP NOTES: urm'a�¢ren•�wwrtwn r ,mmwnwa» rmawroEm�¢»»rwxwe.c»w.xwuwun —••••»_•••••• vvw•,vrm wau»n ralua.Evuurwvwa¢»vat[s ITT • .mx 6 wxanmmwmn¢ un vu r� • Rrauu m¢�w.,umwz wuvvcmxecsnc em fCIT'Y'OF MPLE VNl1ET EROSION CONTROL NOTES �1 Q Nnwnawo-,Ewam ww • Eu¢rvn a.rt vuv[ o evmr»cra vuv[ ,wcrva oawewmwman¢ uw.ru,2 wv ruvwrtoOOtNAarmhr®m �.rurt¢auuuBEwxnuu[u,wmrvrME�AT SWPPP-PROPO&ED CONDITIONS SW1 .1 civiflSite 0 QJR LU A �— M y .�mun w.m uvwme mn�r..a +I 4/I �am.w ws.�an.e eux � r a J o TYPICAL PLAN VIEW W LL g W Lu y + a �, %-! a W .., �w �,��•. . .a,�a ,.b�..<.re,.+?d o a.�n.<�..w...ow.:�o. 3 U La 94 so .�... ,'�..a" �sm....,...w. ,........y. '".' n �9 p..iu �'� BIO-INFILTRATION BASIN(RAIN GARDEN-TYP.) wwnn _ TS � e.,e.,,p, �srssEcxaxnnvsoxsxnxr u.i wlM6dmkwa v� � wu MRCxWl.mec 9 �W W MBR weB SWPPP-MTAILS SW1 .2 *00 *000 *000 09000 ITEM: 5.E. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Regular Agenda Description: Medical Office Building, Cobblestone Lake Commercial 7th Addition Staff Contact: Department/ Division: Thomas Lovelace, City Planner Community Development Department Applicant: Project Number: Stanley Lynn, LLC PC16-42-SB Applicant Date: 11/8/2016 60 Days: 1/6/2017 120 Days: 3/7/2017 ACTION REQUESTED: 1. Adopt a resolution approving the Cobblestone Lake Commercial 7th Addition preliminary plat that will create two (2) lots and zero (0) outlots. 2. Adopt a resolution approving the site plan/building permit authorization to allow for the construction of a 10,236-sq. ft. office building and 60 surface parking spaces on Lot 1, Block 1, Cobblestone Lake Commercial 7th Addition. SUMMARY: For your consideration is a request from Stanley Lynn, LLC, for approval of a replat of an existing 1.96-acre lot into two lots and site plan/building permit authorization to allow for construction of a 10,236-sq. ft. office building on a newly created 1.45-acre lot. Access to the new development will be via Emperor Avenue, a private street located in easements, of which 35 feet of the easement area is located along the east property line of the two proposed lots. This easement provides direct access to 157th Street West and indirect access to Cobblestone Lake Parkway, two public streets. The subject property is currently guided "MIC' (Mixed Use). "Ml ' areas contain a mix of retail and service business, office, institutional, medium and higher density residential, public uses and/or park and recreation uses. The proposed office uses are consistent with the "TV ' designation. The subject property is currently zoned Planned Development No. 703/zone 6, which allows for a wide variety of retail, restaurants, professional offices, educational tutoring services, convenience stores, apartments, and continuum of care facilities. The proposed medical office/office building on Lot 1 is a permitted use. The proposed use has not been identified for the future building on Lot 2. The site plan shows 88 parking spaces, of which 68 will be constructed in the first phase. The remaining 20 spaces will be installed at the time of construction of the second building on Lot 2. The minimum parking requirement for the first building of this size is 68 spaces. The minimum required parking demand for the second building will be 28 spaces. Construction on both lots, as proposed, will result in a shortage of eight parking spaces. The planned development does allow shared parking if certain conditions are met. Based upon those conditions, the development as presented will meet the minimum parking requirements. The applicant will need to record a cross parking and access easement agreement with the final plat. Issuance of a building permit shall be contingent on the recording of this agreement. An underground storm water infiltration system will be located in the northeast corner of the site. A maintenance agreement shall be executed prior to issuance of a building permit to ensure its ongoing function. A 5-foot wide sidewalk is currently located along the west side of Emperor Avenue will be extended across their property to a point 88 feet north of the south property line. Two internal sidewalks will be installed on the property that will provide connections from Emperor Avenue to buildings on both lots. The applicant is proposing that a crosswalk be installed east of the raised median sidewalk, which will connect to the sidewalk along the east side of Emperor Avenue that already intersects with the North Creek Greenway. Staff would like to see that crosswalk relocated to just north of the turnaround area. The public hearing for this development request was held at the December 7, 2016, Planning Commission meeting. The hearing was opened and there were no comments from the public regarding this project and the hearing was closed. On January 4, 2017, the Planning Commission voted 4-0 to recommend approval of the preliminary plat and site plan/building permit authorization requests. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Background Material Resolution Resolution Preliminary Plat Plan Set Elevations Background Material Presentation COBBLESTONE LAKE COMMERCIAL 7TH ADDITION/MEDICAL OFFICE BUILDING PROJECT REVIEW Existing Conditions Property Location: 15875 Emperor Avenue Legal Description: Lot 2, Block 1, Cobblestone Lake Commercial 5th Addition Comprehensive Plan Designation "MIX"(Mixed Use) Zoning Classification "PD-703/zone 6" (Planned Development) Existing Platting Platted Current Land Use Vacant Size: 1.96 acres Topography: Flat Existing Vegetation Volunteer grasses Other Significant Natural Features None Adjacent NORTH Prestige Academy Day Care Facility Properties/Land Comprehensive Plan "MIX"(Mixed Use) Uses Zoning/Land Use "PD-703/zone 6" (Planned Development) SOUTH Vacant Comprehensive Plan "HD" (High Density Residential/12+ units per acre) Zoning/Land Use "PD-703/zone 8" (Planned Development) EAST Cobblestone Square Senior Apartments Comprehensive Plan "MIX"(Mixed Use) Zoning/Land Use "PD-703/zone 6" (Planned Development) WEST Minnesota Valley Transit Association - 157th Street Station Park and Ride Facility Comprehensive Plan "INS"(Institutional) Zoning/Land Use "P" (Institutional) Development Project Review q O�eoe_9So - v -OB - NE Y eve�000� o � o ,-.TW�7{ . e r . c 0 0 0 0 °a 0 0 0 SITE --- — y 1J 7"Ir" J S W k Location Map Comprehensive Plan: The lot is currently guided "MIX" (Mixed Use). "MIX" areas contain a mix of retail and service business, office, institutional, medium and higher density residential, public uses and/or park and recreation uses. The uses may be mixed vertically (in a common structure) or horizontally(in a common site or area). Among the objectives for"MIX" areas are: Organize land use in a compact and walkable environment. Set standards for private development and public improvements that produce enduring quality and enhance the character and identity of Apple Valley. Encourage parking strategies that support greater intensity of use. Integrate green/open space and trails into "MIX" areas. Improve environmental conditions, such as water quality and energy use, through development incentives. Connect "MIX" areas to public facilities, including transit systems, and to the broader community. "MIX" designations will be implemented through planned development zoning. The City will also use design standards and other land use controls to achieve the desired outcomes. At the present time, the Central Village, Apple Valley Transit Station, former Apple Valley Transit Station, and a small portion of Cobblestone Lake are designated "MIX". The proposed use will be consistent with the "MIX" designation by providing a use within Cobblestone Lake that will serve the neighborhood. ee eve oe� D eee�voe��� D 157J„ - a 158TH S Z p� W D 158TH ST_W SITE 1 H: Comprehensive Plan Map "MIX" (Mixed Use) Zoning: The subject property is currently zoned Planned Development No. 703/zone 6, which allows for a wide variety of retail, restaurants, professional offices, educational tutoring services, convenience stores, apartments, and continuum of care facilities. The proposed medical office/office building on Lot 1 is permitted and should not have an adverse impact on existing or future uses within the Cobblestone Lake commercial area. The applicant has not indicated a proposed use for the building on Lot 2. 000� D D 8 157TH 3T W �) 7 D > 6 K 6 0 w 158TH 5T W 6 158TH ST W-- 8 2 g 159TH ST W Zoning Map "PD-703/zone 6" (Planned Development) Preliminary Plat: The applicant is proposing to replat an existing 1.96—acre lot into two lots. Lot 1 will have an area of 1.45 acres and Lot 2 will be .51 acres. Access to the two lots will be via one driveway off Emperor Avenue, a private street located in drainage and utility easements, of which 35 feet of the easement area is located along the east property line of the two proposed lots. This easement provides direct access to 157th Street West and indirect access to Cobblestone Lake Parkway, two public streets. Ten-foot wide drainage and utility easements exist along the north and south property lines of current lot of record, as well as a 20-foot wide drainage and utility easement along the west and a portion of the south property line. A 35-foot wide drainage and utility easement is located along the east property line. Finally, a 25-foot wide buffer reserve area is located directly adjacent to the east of the west property line. The applicant is not requesting the vacation of the any of the existing drainage and utility easements with this replat. Site Plan: The site plan indicates the construction of a 10,236-sq. ft. medical office/office building on Lot 1 and a 4,200-sq. ft. building on Lot 2 that will be constructed later. Access to the site will be from Emperor Avenue, a private street located along the east side of the property. No direct vehicular access from Pilot Knob Road, which abuts the property to the west, is proposed. The west half of the private street is located on the subject property and cross access easements between the abutting property owners have been previously executed with the properties to the north and east. If necessary, this agreement should be amended to include the owners of the lots within the Cobblestone Lake Commercial 7th Addition prior to issuance of a building permit. The plan shows 88 parking spaces, of which 68 will be constructed in the first phase. The remaining 20 spaces will be installed at the time of construction of the second building on Lot 2. Parking requirements for a medical clinic is three parking spaces for each doctor/dentist practicing on premises at any one time or one space for each 150 square feet of gross floor, whichever is greater. The applicant has not indicated how many doctors or dentists will be practicing at this location. Therefore, the parking requirement for a building of this size is 68 spaces. The minimum required parking for a 4,200 future building will be 28 spaces. Construction on both lots, as proposed, will be short eight parking spaces. The planned development ordinance does allow for parking to be calculated in aggregate if the following exists: A convenient pedestrian access exists between lots; The parking areas share a property line; and A vehicular connection between lots exist. The proposed development meets the three conditions for calculating the required parking in aggregate. Therefore, minimum parking requirement for the two buildings would be 83 spaces. That is five spaces less than what is shown on the submitted plans. In addition, a shared parking and access agreement shall be prepared to ensure unrestricted use by both lots. The site plan shows a temporary bituminous curb at the south edge of the parking area that will be removed at the time of construction of the second building and adjacent parking. Bituminous curb as a temporary barrier is not recommended due to unknown timing of future development. Initially, staff recommended the installation of permanent concrete B612 curb. After discussing this in recommendation in further detail with the applicant, the consensus was to not install any temporary curb along the edge of the parking adjacent to the parking area for the future building. The site plan indicates an underground storm water infiltration system that will be located in the northwest corner of the site. A maintenance agreement shall be executed prior to issuance of a building permit to ensure its ongoing function. The planned development ordinance requires that parking lots with fifteen (15) or more parking spaces shall provide for parking for bicycles near the building entrance and shall not encroach into the pedestrian walkway. The site plan shows a bike adjacent to the northeast corner of the building. The plans show a trash enclosure between the two buildings along the south side of the property. All trash enclosures shall be completely enclosed and constructed of the same exterior finish materials as the principal structure. The plans show the enclosure having the same exterior finish as the building. A five-foot wide concrete sidewalk will be installed along the east side of the property, adjacent to Emperor Avenue. It will intersect with sidewalks that will run east/west in raised parking median and in front of the future building, which will extend southward along the west side of the building. Initially, staff recommended that the sidewalk along Emperor Avenue extend south to the North Creek Greenway path located south of the subject property. The applicant is proposing that a crosswalk be installed east of the raised median sidewalk,which will connect to the sidewalk along the east side of Emperor Avenue that already intersects with the North Creek Greenway. Staff would like to see that crosswalk relocated to just north of the turnaround area. Pedestrian ramps will need to be installed on both sides of Emperor Avenue at that crosswalk. The site abuts Pilot Knob Road on the west and a pathway is located along the east side of the road. The City generally requires pedestrian connections from a site to pathways or sidewalks directly adjacent to street and roadways. The significant grade change along the west side of the property prevents such a connection. A 24-ft. x 50-ft. area of bituminous with permanent curb is currently located at the end of Emperor Avenue. This provides vehicles the ability to turnaround at the end of the private street. The applicant will be removing the turnaround area so that they can connect to an existing sanitary sewer line. The turnaround area should be reconstructed to its original condition with the addition of permanent curb installed at the west end. Grading Plan: The site has been graded as part of the sand and gravel mining reclamation of the site. Therefore, minimal grading to accommodate the proposed building and parking lot will be needed prior to construction. The City Engineer has reviewed the grading plan and has the following comments: 1. Final grading plans shall be reviewed and approved by City Engineer. 2. Final Stormwater Management Plan shall be reviewed and approved by City Engineer. 3. The rear drainage swale should be modeled under snowmelt condition due to a concern of localized flooding of drainage swale. Consider installing drain tile in the rear swale at the toe of the slope. 4. Include the overall site composite Curve Number (CN) for the development on the Grading Plan 5. Rock construction entrance is indicated on the proposed plan in the same location of the proposed infiltration area. This is not recommended due to excessive compaction that may affect long-term function of infiltration area. Construction access shall only occur at designated site access. These items have been addressed by the applicant to the satisfaction of the City Engineer. Elevation Drawings: The elevation drawings indicate an exterior finish that will include a combination of brick, simulated stone and EIFS. Metal canopies will located on the east and west elevations. Tower features at the two ends of the east elevation will be covered with a standing seam metal roof. The exterior materials and design appear to be in conformance with the special performance standards set forth in the planned development ordinance. Landscape Plan: The submitted landscape plan generally identifies a wide and diverse variety of plantings. However, maples represent 30% of the proposed planting schedule. The plan should be revised to include additional species in a different family. City code requires that the minimum cost of landscaping materials (live plant material excluding sod) for commercial projects shall be 2'/a% of the estimated building construction cost based on Means construction data. A detailed planting price list shall be required for verification of the City's 2%z%landscaping requirement at the time of submission of plans for a building permit. Availability of Municipal Utilities: The City Engineer has reviewed the utility plans and has the following comments: 1. Final locations and sizes of storm sewer shall be reviewed with the final construction plans and a final Stormwater Management Plan shall be reviewed and approved by City Engineer. 2. The 15" PE storm sewer from"STMH 101" shown connecting to an existing storm sewer manhole in the southeast corner of the site should be redirected directly east from "STMH 101" to the existing 18" RCP storm sewer. Installation of a new storm manhole for the connection will be required. 3. Final locations and sizes of sanitary sewer and water main shall be reviewed with the final construction plans and approved by City Engineer. 4. Proposed hydrant location should be extended north to the center of the parking island for concern of access to hydrant due to adjacent parking. 5. Valves as shown in the rear of the building should be moved to be in a more accessible area for use by Fire and Public Works. 6. The fire and domestic water shall be split outside the future building; each shall have their own shutoff. Indicate correct size of services on drawing. 7. Include reference to City of Apple Valley standard detail SER-6 for utility connection to building with sprinkler. Street Classifications/Accesses/Circulation: The subject property is located adjacent to Pilot Knob Road, an"A Minor Arterial" with a design capacity of up to 30,000 vehicle trips per day. It is south of 157th Street West, a collector street with a design capacity of 5,000-15,000 vehicle trips per day; and west of Cobblestone Lake Parkway, a local street with a design capacity of 3,000- 5,000 vehicle trips per day. No direct access from a public street to the site is proposed. Two private streets, Emperor Avenue and 158th Street West, will provide direct access to the property. The private streets are generally centered on property lines of abutting lots. To ensure unfettered access to each other's section of the road, this configuration requires a cross access easement and maintenance agreement between all the affected property owners, which has been executed by the affected property owners along the two private streets. The petitioner will need to provide the City with documentation that they are a party to the existing "Agreement for Easements and Use Restrictions"prior to final plat approval. Pedestrian Access: The planned development ordinance calls for sidewalks into and throughout commercial areas, between buildings and across parking areas where appropriate. A 5-foot wide sidewalk is currently located along the west side of Emperor Avenue, on the properties to the north, and a 10-foot wide bituminous pathway has been constructed along the east side of Pilot Knob Road. The petitioner is proposing to extend the 5-foot sidewalk across their property to a point 88 feet north of the south property line. Originally, staff recommended that the sidewalk be extended south and connect with the section of North Creek Greenway path located south of the property. The applicant has recommended that a crosswalk be installed across Emperor Avenue. Staff has no objection to their proposal, subject to the applicant relocating the crosswalk to the end of the proposed sidewalk, constructing pedestrian ramps at each end of the crosswalk and striping the crosswalk. No pedestrian connection is proposed to the Pilot Knob Road pathway. The grade change from the property to the pathway will prevent the connection. Two internal sidewalks will be installed on the property that will provide connections from Emperor Avenue to buildings on both lots. Staff has no outstanding issues with the sidewalk locations, as proposed. Signs: The building elevation plan identifies several 2-ft. x 12-ft. sign band areas and the site plan identifies the location of a pylon sign in the northeast corner of the site. Approval of any signage is not part of this request. All signage shall conform to the regulations set forth in the planned development ordinance and Chapter 154 of the city code. Dakota County Review: The Dakota County Plat Commission reviewed the proposed preliminary plat at their December 12, 2016 meeting. They had no outstanding issues. Public Hearing Comments: The public hearing for this development request was held at the December 7, 2016, Planning Commission meeting. The hearing was opened; no one from the public attended to speak to this project. CITY OF APPLE VALLEY RESOLUTION NO. 2017- PRELIMINARY PLAT APPROVAL COBBLESTONE LAKE COMMERCIAL 7TH 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 of land within its borders; and WHEREAS,pursuant to Chapter 153 of the City Code,the City Planning Commission held a public hearing on an application for subdivision of land by plat on December 7, 2016; and WHEREAS,the City Planning Commission reviewed the preliminary plat for conformance with the standards of Chapter 153 of the City Code and made a recommendation regarding its approval on January 4, 2017, subject to conditions. NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County,Minnesota,that the preliminary plat for the following described plat of land is hereby approved for a two-year period, to wit: COBBLESTONE LAKE COMMERCIAL 7TH ADDITION BE IT FURTHER RESOLVED,that said preliminary plat approval is subject to the approval of Dakota County due to the adjacent highway under its jurisdiction, and is further subject to appropriate revisions and/or highway improvements that said agency may condition its approval on. BE IT FURTHER RESOLVED,pursuant to Chapter 153 of the City Code that said preliminary plat approval is subject to the following conditions,which shall be incorporated into a subdivision agreement to be considered for approval at the time of submission of the request for final plat approval: 1. The plat shall be configured to have two (2) lots and zero (0) outlots. 2. The parties mutually recognize and agree that park dedication requirements, as provided in Chapter 153 of the City Code for this subdivision are set forth in the Cobblestone Park Agreement dated November 8, 2001, and as amended by the First Agreement to the Cobblestone Park Agreement dated April 24,2003. 3. The parties mutually recognize and agree that storm water pond dedication requirements, as provided in Chapter 153 of the City Code shall be satisfied as set forth in the Restoration and Subdivision Agreement dated May 11, 2000, as amended on December 29, 2000, executed by Cobblestone Lake Development, LLC and the City. 4. Dedication on the final plat of draining and utility easements within the plat sufficient to serve all units within the development, either as defined or blanket easements. 5. The developer shall provide the City with evidence of a non-exclusive cross access and parking easement(or appropriate declaration of covenants); which easement must provide access from all lots within the Cobblestone Lake Commercial 7th Addition to Emperor Avenue and provide parking to support the uses for each lot within the Cobblestone Lake Commercial 7th Addition. The easement must contain a provision that it cannot be terminated by any party without approval by the City. The easement must be reviewed by the City Attorney and the developer must record the document with the final plat. 6. Installation of municipal sanitary sewer,water, storm sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any necessary easements outside the boundaries of the plat which are needed to install connections to said necessary improvements. The developer shall enter into an agreement with the City for payment of the design of said municipal improvements. 7. Installation and construction of an underground storm water infiltration system to serve the subdivision shall be in conformance with the City standards. 8. The property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of the underground storm water infiltration system. 9. Installation of pedestrian improvements in accordance with the City's adopted Trail and Sidewalk Policies,to consist of five-foot(5')wide concrete sidewalk along Emperor Avenue. 10. Submission of a final grading plan and lot elevations with erosion control procedures,to be reviewed and approved by the City Engineer. If the site is one (1) or more acres in size the applicant shall also submit a copy of the 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. 11. Installation of City street trees on boulevard areas of public street right-of- ways, in accordance with species, size, and spacing standards established in the Apple Valley Streetscape Management Plan. 12. Installation of a public(or private) street lighting system, constructed to City and Dakota Electric Company standards. 2 13. Construction shall be limited to the hours 6:00 a.m. to 10:00 p.m. Monday through Friday. 14. Earthmoving activities shall be limited to the hours 6:30 a.m. to 5:30 p.m. Monday through Friday. ADOPTED this 12th day of January,2017. Mary Hamann-Roland,Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 CITY OF APPLE VALLEY RESOLUTION NO. 2017- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR COBBLESTONE LAKE MEDICAL OFFICE BUILDING AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV 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 at a public meeting held on December 7, 2016; and WHEREAS,the Apple Valley Planning Commission made a recommendation as to the approval the development plans at a public meeting held on January 4,2017 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 the Cobblestone Lake Medical Office Building is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1)year of the date of approval,the approval shall lapse. 2. The Building Permit shall be applicable to property identified as Lot 1,Block 1, Cobblestone Lake Commercial 7th Addition. 3. Approval and issuance of this permit is subject to the approval and recording of Cobblestone Lake Commercial 7th Addition final plat. 4. Construction shall occur in conformance with the site plan dated December 21, 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; subject to subject to the installation of a crosswalk and pedestrian ramps across Emperor Avenue, at the end of the proposed sidewalk along the west side of the street and an internal sidewalk connection from the two lots. 5. Construction shall occur in conformance with the landscape plan dated December 21, 2016, (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City's 2V2% landscaping requirement at the time of building permit application and the replacement of some of the sugar maples with different species to the satisfaction of the Natural Resources Coordinator. 6. Construction shall occur in conformance with the elevation plan dated December 7, 2016. 7. 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 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. 8. Installation and construction of an underground storm water infiltration system to serve the site shall be in conformance with the City standards. 9. The property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of the underground storm water infiltration system. 10. The developer shall provide the City with evidence of a non-exclusive cross access and parking easement (or appropriate declaration of covenants); which easement must provide access from all lots within the Cobblestone Lake Commercial 7th Addition to Emperor Avenue and provide parking to support the uses for each lot within the Cobblestone Lake Commercial 7th Addition. The easement must contain a provision that it cannot be terminated by any party without approval by the City. The easement must be reviewed by the City Attorney and the developer must record the document with the final plat prior to issuance of a building permit. 11. Any site lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines the light to the property 12. 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 erection of any signs. 13. Construction shall be limited to the hours of 6:00 a.m. to 10:00 p.m. Monday through Friday. 14. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday. 2 15. 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. 16. 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. 17. 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 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. ADOPTED this 12th day of January, 2017. Mary Hamann-Roland,Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 � a. COBBLESTONE LAKE COMMERCIAL 7TH ADDITION �•-I VICINITY MM pg ---E SUE DATA mru•m uu---_—�� C a , '�`m�n mans W wrsiu ~ r G 3 s, YcoreZ. e WJn • Y e \' O ��Q MYECIW SiPQRW,G Yft. rt W mC Q F d OMP 3ALE�RE M R. C Q W Y LEGAL DESCRIMON u NOTES v ,1 LOT eE8 Nn I ......._ ;j LEGEND H^' , ------------ ------------ w _ r �• reWi�'. �::". ]fes.y5 I ��-;-::-_ ,,._ ..,.,.,..:._,,. �,;,, .,.. ,� .„..nim»•. .,,._ z z z � � � °�° COBB lei AKEADDITION � m O Noy 0 � � � . . IV IV L LL SITE M P W z O0V z 1- O W � � APPLE VALLEY, MINNESOTAMINI 00 �1 W Z � N � of Z a Q) a W e nd�Ws Rd O O s cP CO a M Co. Rd. 42 W. 140th St. W. Conn marc a o ' � o Ca Ra o n � o j 42 F o m m o �a m 3 n G D A 7n a m 2 A 4 z o ° 150th St. W- a v `o up SITE W 160th SL W. Q 162nd St. W W 0 165th St. W. Uj -6- . W. N 170th St \ f LU J a� 175th St. W. > J LU a n LL__ �, V Q co � Q I I I` II p yj Q I I I' II -------- __—_______� L• I J I I I L q'— I II ° L------ -- -----------°-- °-' II I II I � J °I II II I 1 - - - - - - - - - - - - - - - - - - - - - - - — — — — — — 'I p II I w �I Z II I I ^ d° II Q � II ii ii I I I I � u O II � II I I I II ii � 0 SHEET INDEX I II II m ii i I ' - n I W O a III , C1. TITLE SHEET J 77Z II I II 1ej d q C2. EXISTING CONDITIONS & REMOVALS PLAN d, 1 J — Y 1 1 a C3. SITE & SIGN PLAN U �. ;; �; 1IIIIIII d ° ° °' d a IIIIIIII �IIII III 8 C4. GRADING, DRAINAGE & EROSION CONTROL PLAN Z v o� 0II 1 Z = I) J II Ig. C6C5. STORMWATER POLLUTION PREVENTION PLAN >. L z . UTILITY PLAN J PROPOSED ;; C7. DETAILS BUILDING ° li _ __I 1 %1 C8. DETAILS LU (10,236 SF) .� C9. DETAILS J L1. LANDSCAPE PLAN z '-n ro I I I II I I � I I I I I I I I � • e' �• II �� �°°'� Q � J OL2. LANDSCAPE PLAN ,--I I ii Z ;i II II I T� II I I ' �. e • � I I I° I II I 2 II I I 1 ' •e ' e` � '• �e 1 �� 4 .I i I I I • I I i i 1 ; d° � •.e •e e � i�� 1 ����I I II I � II I �I REVISIONS FUTURE 1. 12/21/16 City comments. BUILDING '� �____ __ _-_- -- __ =4=== 2. 1 r-=-=-' - 3. N II I (4,200 SF) 1 6 P 1 BENCHMARKS 5: JA :i 1. TOP NUT HYDRANT LOCATED 600 FEET SOUTH 6. n 'i OF 157TH STREET AND 34 FEET WEST OF THE DRAWN BY: ITR n I CENTER MEDIAN ON COBBLESTONE LAKE DESIGNED BY: JTR PARKWAY. r — — _ I I ISSUE DATE: 11/04/16 � ELEVATION = 932.84 (NGVD 29) 2. TOP NUT HYDRANT LOCATED 180 FEET WEST E --- ---- , OF ELMHURST LANE AND 34 FEET NORTH OF ° I hereby certify that this plan,specification Y II ----- COBBLESTONE PARKWAY. _ — - di report was prepared by me or under my __------- I a, i ELEVATION = 899.775 ---------- _______ direct supervision and that I am a duly II --------------- Licensed Professional Engineer under the o I ' ------- N I N laws of the State of Minnesota CALL BEFORE YOU DIG a Name: Joseph T. Radach, P.E. N II II • � -- ---- - - -- Signature: D Date: 11/04/16 License #: 458892 N Q I m I 0 15 30 60 Know what's below. C 1 Call before you dig. of ( IN FEET ) 9 II LEGEND z Lr)8" \ I I EXISTING REMOVAL 6»p�C � I j I _� \� I � I Z Q) � --- PROPERTY LINE C 8 DIP }. - EASEMENT LINE - W _(D O \ a CURB LINE ___________ m BITUMINOUS PAVEMENT �vt+l 8' PVC CONCRETE WALK L---------J L---------J (A O M V-1 0 \v \ Oil MM \ L�J� I I I I 1 i° i SANITARY SEWER —>--->— AS NOTED Z W �: I —————————————————————————— —————————————————————— — — —— —————— — II /------ ------- n STORM SEWR WAYER MAEN --»� L W Z LL sl 1 \ I UNDERGROUND GAS Ug Z L srl �� ■ . UNDERGROUND ELECTRIC ue Z O rnl / \ I I I ii b UNDERGROUND TELEPHONE ut W O � 1� � 1 1 0 � n II ° MANHOLE 0 J \ / 1 II HYD W 11 I ° ii 8 HYDRANT MH ~ LIGHT POLE U 00 Z d' Ld j ii i� °i FENCE LINE 2 (6 M 11 y I 1 \ I la 1 5' CONTOUR 1040 Z cn I'D I 1 1 ii /�i a 1 II 1 \ I I I II I ii — O Q) 1' CONTOUR —to3s— — � � � � Z bj I �i W O O C/� L I a 1 1 °1 II I II rn � M 11 � I I I M 00 ,:' I 1 °1 I I I I I I I 1 \ I I \ I I . . . — I i °a I l I \ I I„ � RED OVAL PLAN NOTES i � � 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY V 11 I THE LOCATION, DEPTH AND TYPES OF EXISTING UTILITIES AND TO Ir NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. Z 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO p 0h \ \ \ \ 1 I I PROTECT ALL EXISTING UTILITIES, APPURTENANCES AND �..� 1 �11 — I1 1 STRUCTURES NOT INDICATED FOR REMOVAL. DAMAGE CAUSED BY DEMOLITION OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL Z W H v it I COST TO THE OWNER. p Z //���� \ I I \ V I 4 I Q 1ra J W I I H I I \ \ \ I 11 I i 3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES Q O 1 I J AS NECESSARY. THE CONTRACTOR SHALL COORDINATE THESE J IIII 1 � — I I I � a � Z a I I I V I ACTIVITIES WITH THE UTILITY COMPANIES. Q V ° ,A w � Y u I I I I \ SAWCUT BITUMINOUS & REMOVE I _ /I \ s V l I 1 1 I I 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS Z Z I I \ \ CURB & PAVEMENT AS REQ'D I SHOWN ON THE PLANS AND SHALL CONFORM/ADHERE TO ALL Z J FOR NEW CONSTRUCTION i v iI GOVERNING STATE AND LOCAL REGULATIONS. ALL PERMITS, p Q O V u , 1 APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE o I I I I \ \ ii i i CONTRACTOR. �V > � J SAWCUT & REMOVE CONCRETE I I a 1 Iii h ii ° 1 V p W Q ro I I I SIDEWALK AS REQ'D FOR NEW I = V a l CONSTRUCTION I �V ii 1 I 11 1 5. ALL SAWCUTS SHALL BE FULL—DEPTH CUTS. � w GOVQ U ii IW Q I II � • II I I I I � „ � YY z VV LU • =1 I I I 18 DIP IU I->--->---> 18" PVC S H 1 v IV /I cl h At-- - -- ------ ----- - ------- - II I I \ 8 HD RCP ° I I ■ j V � I °I SAWCUT, REMO E & REPLACE, IN j ; U LLL KIND, EXISTING CONCRETE CURB & \ 1 .L O __ _ _ __ _ I °I GUTTER AND BITUMINOUS PAVEMENT 1 Z U U) AS REQUIRED FOR UTILITY I v I ° al — Ln CONNECTION. (SEE UTILITY PLAN) I II u I a i z J / — v _ - - - - - J I UJ LI I 1 � j rl � Ln y -937 -936 ---------- I° J ___- I--------- -_-_ / V X935 --------------- ---------- V— U a / I ---- ---- ----- I ii ----------------------- -- --- ------- v \ \ V a _933- - _ >>---> T- 1 24' -- L x -- C — »---»---»---»�-»24" RCP»=�-»---»---»-- >>---»---» --»--- I ' 1 --- II '934 / C\-------------p --- 40 REVISIONS I n 0 10 20 1. 12/21/16 City comments. 0 / / -----__ _ v X935 ----- -- ( IN FEET ) 2. a' 3. II � � � - - - - - - - - - � - - BENCHMARKS 4. v 5. m 1. TOP NUT HYDRANT LOCATED 600 FEET SOUTH 6. OF 157TH STREET AND 34 FEET WEST OF THE DRAWN BY: JTR CENTER MEDIAN ON COBBLESTONE LAKE DESIGNED BY: JTR PARKWAY. ISSUE DATE: 11/04/16 ELEVATION = 932.84 (NGVD 29) Fu V v 2. TOP NUT HYDRANT LOCATED 180 FEET WEST E OF ELMHURST LANE AND 34 FEET NORTH OF I hereby certify that this plan, specification COBBLESTONE PARKWAY. or report was prepared by me or under my ELEVATION = 899.775 direct supervision and that I am a duly Licensed Professional Engineer under the v laws of the State of Minnesota 0 CALL BEFORE YOU DIG a • Name: Joseph T. Radach, P.E. 0 • Signature: Q �. Date: 11/04/16 License #: 45889 Q Know what's below. C2 Call before you dig. of 9 v � n LEGEND °L�--- ���� cJ ^ - Z x _s ax !I II �� 8 DlP j n I EXISTING PROPOSEDLINE O� 8.. DT I EASOEMENT LINE - W (ID00 O CURB LINE _________ Ix m � I I I° JIx 0a" � PVC H BITUMINOUS PAVEMENT L-------- (n O M o ------ -- a l CONCRETE WALK ------ 0 n _ I I SANITARY SEWER U)u K Ln ->--->- _ 1 u q STORM SEWER --»� W Ili - T - - --- W Z LL 10 \ I ii °I WATER MAIN ii �I a v 13 w 13 " 3 n 1 UNDERGROUND GAS ue L > i�, UNDERGROUND ELECTRIC ue Z 00 rnI 2 5 3 I I I I. W °� °I 11 � 1F, II UNDERGROUND T MANHOLE HYD t� J O O I 1 Q a 14 �, 1 I Z e n Q dl 11 UJ e HYDRANT UM I- E 00 ° ii LIGHT POLE Z 4-Jd- Q V - x W (z FENCE LINE - Z MII n �i < ; SPS TYP g ii ii II II II ii �i I I° ,� �, a1° 5-, O SITE PLAN NOTES W N o I^ W o, ill °°Q0_ 1 �� i 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE CO d ,( 9 y �� I NOTED. M 24 TYP A O _ all I W a 2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE �I ° �� 7.5 Qo 1 1 i' ? BUILDING UNLESS OTHERWISE NOTED. ° - 15 13 13 1 Q I 1 3 3. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE ° ❑ NOTED. 5 �� - �� °D 5 2 2 1 4. TYPICAL PARKING STALLS ARE 9' X 18.5'. 5 � ° ° ° ° ° ° ° a° ° °i Er 5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA Q 1 STANDARDS AND BE INSTALLED WITH CAST IRON TRUNCATED O 0 w 15 7.5 24 11 12 1 DOMES. I I I II ii a ° 12 0D 12 I° , ill 1 1 ° a 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VW 1� I „ ° a � cn 3 3, is FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING Y f6 I m <(0 I UTILITIES PRIOR TO THE START OF SITE WORK. THE Q ° la° ill 1 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR VARIATIONS FROM THE PLAN. J N Z a PROPOSED _ �9 .y$ ;; a a � �' TYP V W Y II BUILDING 8 N 1 1 II -1 7. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR _ =I °' a' 15 1 1SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS AND Z Z = ii (10,236 SF) ° _ _ _ _ __ __ __ _ _ __ 11 1 ii EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND O I I II II DRIVES PER THE FOLLOWING REQUIREMENTS: rs I i mi a ° END j< ii ii ' �I Q J TYP 7 I u CONTROL JOINT MAX. SPACING: WALKS-8' O.C. (� J O� % 2 ii h ill ° ALL OTHERS-10' O.C. Q n 11 J H I °�° 5 I I I I " e C° 1 II i,° SAW CUT CONTROL JOINTS MINIMUM j CONCRETE THICKNESS. N � , d II I I ', a I ap I II - II �I Q oo V" II n ° EXPANSION JOINTS MAX. SPACING: WALKS-24. O.C. Q �I �1 0 O v ii ii *ALL OTHERS-40' O.C. O W Q O ° ° I *AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS V a 50 a a de G n A d e V OCCURS AND/OR WHERE NEW PAVEMENT WILL MATCH Z ; ° Td O a a a v eQ ° 1 EXISTING PAVEMENT, AN EXPANSION JOINT SHALL BE O PROVIDED. • 1"� 1 ��� I DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. Q20 24 6 61.7 9 18.5 �Ir� 24 18.51 6'7 26.8 70 47.8 ,.. 1 35 • I �I - - - =- - - �- 8" DIP I I FUTURE PARKING, CURB V g • & SIDEWALK TO BE I II a i - U - 1- >- -> li �I �� CONSTRUCTION WITH >8., Pvc s H 1 I SIGNING AND STRIPING NOTES PHASE 2 CONSTRUCTION. ✓/ ��/' /////� I - a< V 1 1 I ° � 1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND CURB I I � � I UNLESS OTHERWISE NOTED. . FUTURE - - II a BEGIN 1 BUILDING \ 8' RCP �ID 2. SIGNAGE SHALL INCLUDE SIGN, POST, HARDWARE, CONCRETE FOOTING AND STEEL CASING (IF REQUIRED). (4,200 SF 1 V v ° 3. PARKING LOT STRIPING SHALL BE 4" SOLID WHITE PAINT. J ii I ii 2 I ; i j U II a SAWCUT, REMOVE & REPLACE, IN 1 4. ALL HANDICAP STRIPING, MARKINGS AND CROSS-HATCH \ L O - KIND, EXISTING CONCRETE CURB & SHALL BE 4" SOLID BLUE PAINT. I TRASH GUTTER AND BITUMINOUS PAVEMENT 1 al Z U U ENCLOSURE V AS REQUIRED FOR UTILITY V ° �i 5. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON I CONNECTION. (SEE UTILITY PLAN) °I UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) FORch Z u a \\ 2q 9.5 18 1 I RETRO REFLECTIVITY AND INSTALLATION. N V 00 > v L _ - I I i o I 1 W �� �� �� �� �� I �\ V V ° �I p °i N Z (6 III II I I \ �I ii i \ \/\ - ----Nv --------------- V is J a --------- - ---- V ° ,I II \ - -------- - , I ,I - 1 I I II _--- - V -� - V x -------- ---- - - -»z - - » 4., x x - 24" RCP _ ---------------p--�---- 0 10 20 40 I „ / REVISIONS 1. 12/21/16 City comments. v II II /\ ---------------- IN FEET 2. 3. BENCHMARKS 5. SITE PLAN KEYNOTES SITE DATA PARKING SUMMARY 6. ZONING: PD - PLANNED DEVELOPMENT 1. TOP NUT HYDRANT LOCATED 600 FEET SOUTH DRAWN BY: JTR M 1. 4" CONCRETE WALK. STANDARD STALLS 65 OF 157TH STREET AND 34 FEET WEST OF THE a TOTAL AREA: 85,644 SF HANDICAP STALLS 3 CENTER MEDIAN ON COBBLESTONE LAKE DESIGNED BY: JTR 2. LANDSCAPE AREA. SEE LANDSCAPE PLAN. PARKWAY. ISSUE DATE: 11/04/16 FUTURE STANDARD STALLS 19 ELEVATION = 932.84 (NGVD 29) 3. MATCH EXISTING CURB & GUTTER/SIDEWALK/PAVEMENT. HARD SURFACE AREA: 55.301 SF 65% FUTURE HANDICAP STALLS 1 BUILDING: 14,436 SF 17% PAVEMENT: 40,865 SF 48% TOTAL STALLS 88 2. TOP NUT HYDRANT LOCATED 180 FEET WEST E 4. TRANSFORMER LOCATION. OF ELMHURST LANE AND 34 FEET NORTH OF COBBLESTONE PARKWAY. I hereby certify that this plan, specification 0 5. PEDESTRIAN CURB RAMP. PERVIOUS AREA: 30,343 SF 35% or report was prepared by me or under my SIGN SCHEDULE (PER MMUTCD� ELEVATION = 899.775 direct supervision and that I am a duly 6. NOT USED. LOT 1 AREA: 63,219 SF Licensed Professional Engineer under the DA STOP SIGN: R1-1 (24"x 24") laws of the State of Minnesota 7. TEMPORARY BITUMINOUS EDGE. HARD SURFACE AREA: 42.103 SF 66% ° BUILDING: 10,236 SF 16% CALL BEFORE YOU DIG a PAVEMENT: 31,867 SF 50% Name: Joseph T. Radach, P.E. ° 8. SAWCUT & MILL BITUMINOUS. Signature: 9. CONCRETE ENTRANCE. PERVIOUS SURFACE AREA: 21,116 SF 34% • LOT 2 AREA: 22,425 SF Date: 11/04/16 License #: 45889 10. PYLON SIGN. Q nn 11. NOT USED. HARD SURFACE AREA: 13.198 SF 59% BUILDING: 4,200 SF 19% w PAVEMENT: 8,998 SF 40% bl . C3 12. CROSS-WALK STRIPING (TYPICAL). Know what'seow. O f N 13. LIGHT POLE & BASE. PERVIOUS AREA: 9,227 SF 41 Call before you dig. 9 y 14. BIKE RACK (PER OWNER). I I I LEGEND I I EXISTING BUILDING I F.F.E. = 940.0 EXISTING PROPOSED ai L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I I PROPERTY LINE Z I I EASEMENT LINE W _� O I I 00 CURB LINE -------- Ix C� \ n I I BITUMINOUS PAVEMENT � O• \ n I L-------- fA O M WALK --- -------- CONCRETE ---- -- O O j i SANITARY SEWER --->--->- Z W X STORM SEWER -�»� W (a WATER MAIN W Z LL I - I- -------ax--� d111 ,\ D/P d O I s 11 , � 1 / 8• - \ ° I" > I UNDERGROUND GAS ug Z 0 ue s�� � II I I �\ I � I UNDERGROUND ELECTRIC � Z O P�C� , \ j - - I- -- }1 1 ut W Q� - 8 DIP UNDERGROUND TELEPHONE O MANHOLE\ HYD O Viil °d HYDRANT MH UM >4, 00 ______= Z .�a" PVC LIGHT POLE C di - W FENCE LINE h I \ x J I I 5' CONTOUR 1040 -1040 Z (A EOF e I - ii 1CONTOUR - -1039- - 1039 0 (13 _ _ _ _ _ 40.0 - - - - - - - - - - - - - - - - - - \ • 35.5 \ •ii I I SPOT ELEVATION j Q) 39.0 » » _ - _ - il j I ii °I (CURB ELEVATIONS --;, .J---E - �0�0� W � 940 » r H el, n 1 ii ARE TO GUTTER LINE) O O I / I UJI TOP OF CURB ELEV. T 44.3 Ql / 941 41.6 � 6.2 3 �I 0ii LJ 1 1� �� CO d II I GUTTER LINE ELEV. G 43.8 o a 42.6 - afl- •I J!.v n I o I I I I I I I /� 1 � Q a a a V I"+S � • 11 Z 1 ro I I , I E.O.F. I I 1 d ° I V I 1 • I I LLJ 1 ii 8 EMERGENCY OVERFLOW 4142 x �0 000.0 ii a 3 41.9 1 3 5 1 35. 5 q ii l I a l ii i� °i SILT FENCE + • • • • • - 1I II II I \ d V 59'° I 10 1 GOVERNING SPECIFICATIONS Z 1 1I I N �I I ° 1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF 42.8 10 I l I 11 L.f... l I I I / I G 42.3 vim, °j M ^i I Y Lj I a TRANSPORTATION "STANDARD SPECIFICATIONS FOR H ` Q 1 41.2 °j I 13 5 1 i I �., CONSTRUCTION" AND THE CITY OF APPLE VALLEY J W i i n ° SPECIFICATIONS. W H A x41. V f6 ilii I %i/ 1 II I °IO d a l V I 1 I ° I I 2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON �/ J a o rr I Q °Q I I V I I l v d • UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). V) �I \ / I 42.4 I I ' I I Q • II I I � 1 I I _x T 42.8 3.5% I I 1 8 I • I I r° 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION N O Q 40.8 % 36.1 1 j 1 I e l 1 91 OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. li W = 1177 G 42.8 1 I 1 • 11 ° Q Z 3 �\ I I 1 a Q 2� 41.7 a d a ° a a d Q� I I GRADING NOTES Q Z P 9 ° s a QA ° d \ ° Q R Qd E I Q• 1. NO CONSTRUCTION WORK SHALL BEGIN PRIOR TO A O \ 1 T 42.8 41.0 - I PRECONSTRUCTION MEETING CONFERENCE WITH A PUBLIC k. V J 0 ii / i �� PROPOSED a G 42.83.6% 3.6% N1136.1 I « a ' r' , WORKS AND A BUILDING INSPECTIONS REPRESENTIATIVE. W Q I ` (p 1 I 42.4 , 7 I 3�.2 a J H / 4 4. BUILDING \ x I I I° ° ° 2. SILT FENCE AND EXISTING CATCH BASIN INLET PROTECTION Z Z Ica V N F.F.E. = 943.0 1 ti j ° SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND H Q 0- 00 m Q \ I 9k \ \ v pe) e , SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. Q r co I 7 I 1 0 38.9 I Z I � I I \ � 36.5 I � v e l I - i I I 3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND x41.9 41 2 \� \ 9 v e I .° ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF O V Y ii si IN ° 1 T 42.8 0 9_9 77 `�� 9�� I I • I GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY rrnn co 11 I I I G 42.3 THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR V \41.9 _ _ __ _ _ _ _ _ _ _ I VARIATIONS FROM THE PLAN. W O V e •I I 1 11 I U �I a V 1 I I ° ° 4. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD li I J SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 4" OF I I I I 42.4 39.5 39.4 \ 38.1 36.6 ii h 1 TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, e �-� I ii i°° d SEEDED OR LANDSCAPED. \ „ _ 5. TURF ESTABLISHMENT SHALL BEGIN AS SOON AS POSSIBLE I 1 T 42.8 I 7 V I I I �1 BUT IN NO CASE LATER THAN 7 DAYS AFTER GRADING G 42.8 41.7 ° o I /I v a I ° I COMPLETION. I I I II I � x �® 5.0% 39.8 9.8 8.4 3�.2 _II ;-� 6. ALL SLOPES SHALL BE A MAXIMUM OF 3:1. 42.4 41. e a d a a e e d ° ° e -�>- Z p� a a a e e� a / � �° V� \ ° ' AREA CALCULATIONS N x39.9 rn / - • I l • ° ,,_ TOTAL AREA: 85,644 SF J FUTURE SPOT GRADE o o ------ I - IJ U d- 2.6% 140 8 / x FOR PHASE 2 o a o o �c� � a" DIP I--- IMPERVIOUS AREA (CN 98): 55,301 SF *14 L I I 39.5 CONSTRUCTION (TYP) o o � I Z U Ln lVV PERVIOUS AREA (CN 49): 30,343 SF - � TIP-OUT CURB I I �� a o v l -j-I->--->---> - ii 31 I II a (TYP -) �o� I I o �, I a" PVC sIH COMPOSITE CN. 81 �r I FUTURE 1 11 1 I J a� II y I I, I dla I I BUILDING {/ IV ► > ---- - --- -- ------ ====I -------- fB a I I I Q I ° 142.3 /� I 41.0 , I I F.F.E. = 940.5 I \ � RCP p - - LLI = I I a a 41.6 39.0 I \ \ \ • --- J > 42.8 41.7 41.4 / ROCK CONST. �_ T-I I i I I 4�8 a d Q ¢79 / / ENTRANCE \ \�� • I ° ° N Z Ln y 42.Ox a� \ �\I eV i Q J 942 Dc's - - - 1I TRASH BLDG / / FUTURE CONTOUR 1 / / / FOR PHASE 2 1 FFE = 941.9 CONSTRUCTION (TYP) \ 1 •VV / / a , a I X1 01 EOF 39.5 40.0 40.0 ) • I V oo /I \ - _�- - -�� - - - _ - - - - - - - - - - _ - - -- - - - - - - I e syr e • • • =S e e e e a-e • • e e S _� ss See Ts -e e • • �oo e e • • iZ= ® ® e s�® e e e e e •/2� e e e e � _t 0 10 20 40 REVISIONS 3 V ° , o 0 _ _ _ _ ` p 1. 12/21/16 City comments. 2 \ / - - � � -937 - - - � - NI FENCE / 1 I ° 2. a -936 ---- - T� I 1 ( IN FEET ) / ----------------V------- __ TYP) V 3. I / I X935 ------- 10 V_ e V a ------------------- \ \ �./ I al 4. 5 I ---- ---- ---- I I v II II , I I ---- � _ ---- --------------- --- \ - ----- � I I =BENCHMARKS 5 v / ---------- -_ I m 6. I ________---� \ \ _ 1. TOP NUT HYDRANT LOCATED 600 FEET SOUTH n --�- / _ _ L» OF 157TH STREET AND 34 FEET WEST OF THE DRAWN BY: ITR --------------------------------------------------- ---------------- / / / X933 \ »---> 24" v m I� _ L ---»---»---»---»- -»--->j=,-»---»---»__ �---»---» -->>--- °i CENTER MEDIAN ON COBBLESTONE LAKE DESIGNED BY: JTR L x - - - - - - L - - - - - - - - -� z4" RCP '-- 1 PARKWAY. I I II I I ISSUE DATE: 11/04/16 � ° ELEVATION = 932.84 (NGVD 29) - I -934- / --------p -�---- 2. TOP NUT HYDRANT LOCATED 180 FEET WEST o _ OF ELMHURST LANE AND 34 FEET NORTH OF I hereby certify that this plan,specification Y u \ �93s -------- -- COBBLESTONE PARKWAY. ,° or report was prepared by me or under my - ELEVATION = 899.775 direct supervision and that I am a duly Licensed Professional Engineer under the V - laws of the State of Minnesota a I 8 CALL BEFORE YOU DIG a • Name: Joseph T. Radach, P.E. N 0 • Signature: Date: 11/04/16 License #: 45889 N Q Know what's below. C4 N Call before you dig. of 9 0 �\ DURING CONSTRUCTION (CONTINUED) DURATION OF THE PROJECT. THE FOLLOWING GUIDELINES SHALL BE USED TO INSTALL INLET \ An n DETERMINE NECESSARY REPAIRS, MAINTENANCE AND/OR REPLACEMENT OF THE z PROTECTION AFTER 6. SLOPES ��\ J �I - EROSION AND SEDIMENTATION CONTROL MEASURES. IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, THERE CONSTRUCTION ° `L- = ,\� \ I SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES 0 aj O� -- 1. ROCK CONSTRUCTION ENTRANCES SHALL BE REPAIRED OR REPLACED IF THE ROCK Z T� g WITH A GRADE OF 3:1 OR STEEPER. �\ J BECOMES INUNDATED WITH SEDIMENT AND/OR EXCESSIVE SEDIMENT IS BEING }• - 1 \� P a oIP I Q W W 7. DRAINAGE DITCHES TRACKED FROM THE SITE. SEDIMENT TRACKED ONTO ADJACENT STREETS SHALL BE �� \ u \ I II I° F Z REMOVED. MEASURES SHALL BE TAKEN IMMEDIATELY UPON DISCOVERY. rm m_ 030 ,;� 1 I°, I II - II I°' i W THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE (� d- - CONCRETE WASHOUT & -�_____; ____--------- z ° - a------ � - >tr--> I II I I � W DITCH THAT DRAINS WATER FROM THE SITE OR DIVERTS WATER AROUND THE SITE J 8 PVC ) f MATERIALS STORAGE AREA --- - --'- --- --- �M" " °;I W MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE OR FROM 2. SILT FENCE SHALL BE REPAIRED OR REPLACED WHEN SEDIMENT REACHES 1/3 THE N O J......r ^�.b Jr.�I07 RIM-936.3i �_f a IIS II II � Z ) / o ^f' =9249 °s'. �z O W THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST BE HEIGHT OF THE SILT FENCE, THE SILT FENCE IS DAMAGED AND/OR THE SILT FENCE C) 110 RIM=936.0_ 1 ` INS=929.6 - \ '0 II N COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. BECOMES NONFUNCTIONAL. MEASURES SHALL BE TAKEN WITHIN 24 HOURS OF � - - - - u 39. 35. e1111 LL Q DISCOVERY. Z-p_, X 940 941 2 T H 6I O W a 8. PIPE OUTLETS W IJJ (a y qlY W PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY 3. CATCH BASIN INLET PROTECTION DEVICES SHALL BE CLEANED WHEN SEDIMENT W Z IL 3.2R 0 1 laW II ka I QU a O II DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. REACHES THE HEIGHT OF THE SEDIMENT TRAP AND OR REPAIRED OR REPLACED Z 7 L W Q S IF THE DEVICE BECOMES NONFUNCTIONAL. MEASURES SHALL BE TAKEN WITHIN 72 C9 III f ° I a O �1 it a V I I V° 11 Q 9. CATCH BASINS HOURS OF DISCOVERY. Z O Q a v I s I` I Q- 11 ALL CATCH BASINS SHALL BE PROTECTED WITH INLET PROTECTION DEVICES W I 1 1 I 3 I 135 1111 �, APPROVED BY THE LOCAL GOVERNING UNIT. THESE SHALL INCLUDE, BUT ARE NOT 4. FLARED END SECTIONS SHALL BE CLEANED IF DEBRIS IS RESTRICTING FLOW OR IF .J LIMITED TO WIMCO PROTECTION DEVICES INFRASAFE PROTECTION DEVICES FILTER SEDIMENT HAS ACCUMULATED AT THE OUTLET. IF A FLARED END SECTION Q 1 O I I°4 ' ' UM - � 596 I- 1 I I I I FABRIC, BIO ROLLS AND STRAW BALES. BECOMES NONFUNCTIONAL OR DAMAGED, IT SHALL BE REPAIRED OR REPLACED. 00 v it R r g �� WI Z 1 I I I I MEASURES SHALL BE TAKEN WITHIN 72 HOURS OF DISCOVERY. �+ 1 ° _G 423 W �I P I W I =I C II I I I I � 41.2 � I �° ° 1 oo V ,� �� •1 10.DUST "41 "' Z CONSTRUCTION DUST SHALL BE CONTAINED TO THE EXTENT POSSIBLE. IF THE SITE 5. IF SEDIMENT IS OBSERVED OFF-SITE OR NEAR SURFACE WATERS, THE SOURCE OF Z M I V I ° 3 I O Z l0 u/ �I a I d+ I I I I 1 o I F BECOMES EXCESSIVELY DUSTY, APPROPRIATE MEASURES SHALL BE TAKEN TO SEDIMENT SHALL BE DETECTED AND ADDITIONAL MEASURES SHALL BE IMPLEMENTED. O � u I 424 I j I d ° I I li U REDUCE DUST BEING TRANSPORTED FROM THE SITE. DUST CONTROL MEASURES THE PERMITEE(S) SHALL COORDINATE SEDIMENT RETRIEVAL FROM SURFACE WATERS (D _ p F I 11 I T 3.5R 3s9c I I � I � � I I 1 � ww INCLUDE, BUT ARE NOT LIMITED T0, WATERING AND CALCIUM CHLORIDE APPLICATION. WITH ALL APPROPRIATE AGENCIES. MEASURES SHALL BE TAKEN WITHIN 7 DAYS OF � Z G 428 40.8 I r V I I I DISCOVERY. Z a I i 2.9% f Y I o 41.7. ° °d � °d 11. DEWATERING W O O d da I 31 I . a I 2DEWATERING ACTIVITIES SHALL BE CONDUCTED WITH AND APPROVED BY THE LOCAL 6. PONDS INFILTRATION BASINS TEMPORARY SEDIMENTATION BASINS AND ALL OTHER O / T 02.8 ICL ' ' I N GOVERNING UNIT. IF THERE WILL BE ANY DEWATERING OR BASIN DRAINING THAT � 1 °'� PROPOSED ° I c 02.6 41.0 s3 R s3 R I �-'' I I BMP'S SHALL BE CLEANED IF DEBRIS IS PRESENT AND/OR EXCESSIVE I I 1 I 02.4 I �1 I� II- Z MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE, THE WATER MUST BE M BUILDING ° x I e1 I I II I 1 o SEDIMENTATION HAS OCCURRED. TEMPORARY AND PERMANENT SEDIMENTATION e J / II F.F.E. = 943.0 DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN SEDIMENT HAS I I d I I e" - U PROJECT SITE WHENEVER POSSIBLE. APPROPRIATE BMPS SHALL BE USED FOR 1i � r _ ) � I Z FILLED THE BASIN TO 1/2 THE STORAGE VOLUME. NO SEDIMENT SHALL BE ^ I I I 41.2 38.61 38.5 r. I P - O EROSION AND SEDIMENT CONTROL AND ENERGY DISSIPATION. ALLOWED TO ACCUMULATE IN INFILTRATION BASINS. MEASURES SHALL BE TAKEN I I •41.9 77 y V II II J 9 WITHIN 72 HOURS OF DISCOVERY. T 428 ,� V I V t � I I° � ° I G 423 9 v 1 I I'e I J 12.CONSTRUCTION MATERIALS AND DEBRIS I ham ' 41.9 - - - - --- Q ^ CONSTRUCTION MATERIALS SHALL BE STORED IN AN ORDERLY MANNER AND IN AN 9R - 6�° I. III °r F- O QUANTITIES 7 �• AREA THAT WILL MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION ACTIVITIES. 7 I - ° N THE FOLLOWING TABLE PROVIDES ESTIMATED QUANTITIES FOR STORMWATER POLLUTION / I In CONSTRUCTION DEBRIS SHALL BE CONTAINED IN DUMPSTERS AND REMOVED FROM 424 39s 39.4 38• �s. u ? a v PREVENTION THROUGHOUT THE PROJECT. Z u I< I THE SITE AS NECESSARY. � b II II I d° 1111 I1I r O I i �I I II I 1 428 7 V 9, I II I ° I ESTIMATED � Z / t �C I 13.CHEMICALS ITEM UNIT O I I I c 42.9 41.Z� � o I II I °°I QUANTITY �I I d \ I I u CHEMICALS SHALL BE STORED IN A SAFE AREA IN SEALED CONTAINERS WITH THE +•� ROCK ENTRANCE EA. 1 W RIM=9V=931 34 ORIGINAL LABELING AND MATERIAL SAFETY DATA SHEETS AVAILABLE. ° 4 v d 4 ati �• • • i 1 >> ° --»- SILT FENCE L.F. 500 Z p d, • • / IN •d s •I ra 14.SPILLS AND CONTAMINATION INLET PROTECTION EA. 14 II . II / I I d° •,��•' ,• � _- � � I �`��I I � Q Q ii N I I I ■39.9 I aim �• -- �\_ IF FUEL, OIL OR A HAZARDOUS CHEMICAL IS SPILLED OR DETECTED DURING TURF ESTABLISHMENT AC. 1.0 J J Q Q O • II / °I / I I I\ FUTURE sPor GRADE - -e ` j --- y^=----_- CONSTRUCTION ACTIVITIES, ALL APPROPRIATE AGENCIES SHALL BE IMMEDIATELY J a a V) d I y 40 / \ FOR PHASE 2 0 e oIP - NOTIFIED, INCLUDING, BUT NOT LIMITED TO, THE MINNESOTA DUTY OFFICER AT C V/• I 1 I I 39.5 CONSTRUCTION (TYP) l _ C Uj (3 i� I ° I I TIP-our CURB I o _ --- I 800-422-0798. � Z = � 6' .d \ (WP---) � J I �r - / E;->F VC RIM=954.°.r I \ I f� / FUTURE o a N -92 z \ I INV=925, " 15.CONCRETE WASHOUT AREA SITE LOCATION 1IAP Q 0 I- I BUILDING r-1 ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS 1-1 P% ]. y I I \ -- - ___ MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE ,0 d 23 F.F.E. = 940.5 1 =934.6 W of / \ v=926.9 ° �g� LINER. AN IMPERMEABLE COMPACTED CLAY LAYER IS SUFFICIENT. CONCRETE vso 41.7 41.6 9.0 \ \ �� 1 r--- o ( r z 42x8 �� I / EROCK NTRANCE \ \ �\ e - I WASHOUT IN THE AGGREGATE ROAD BASE IS ALLOWED. A SIGN MUST BE INSTALLED W Qro 8 s / o AT EACH WASHOUT FACILITY TO DIRECT EQUIPMENT OPERATORS TO THE H II / / I ; 420• 942 Q W J I 0°1 % ,e FUTURE CONTOUR '� \ \ e� °' APPROPRIATE LOCATION. > N TRASH BLDG FOR PHASE 2 \ DRESDEN W V I r 1 FF E = 941.9 / /% CONSTRUCTION (TYP) I v 1 DREXEL WAY W � Q - - ' EO5 e a POST CONSTRUCTION O W Q X39.5 40.,0 40.0 ev� WHEN THE SITE HAS BEEN COMPLETELY CONSTRUCTED, THE SITE MUST UNDERGO FINAL DARLI a e Vol STABILIZATION. FINAL STABILIZATION OCCURS WHEN ALL OF THE GRADING, COBB V i - - may - - = 9sp cc s�avEu INFRASTRUCTURE AND BUILDING ACTIVITIES HAVE BEEN COMPLETED. TO ACHIEVE FINAL a O �''"' STABILIZATION, THE FOLLOWING MEASURES SHALL BE COMPLETED. m u --____- I FENCE / v 1. ALL DISTURBED AREAS WITHOUT PERMANENT IMPERVIOUS SURFACES SHALL BE c� i I I I -936 _ _ LLF�FJJ I° I ? - - I °I / -- �- --- TYP �_ / - V g35� -_____------ --_, �(� I° I STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER. AREAS NOT REQUIRING I -�- -� / °I SOD OR EROSION CONTROL BLANKET SHALL BE SEEDED AND MULCHED. ) -------------- ---------�--- �`-�---__ � \ I 1 I I I - ------ V -- V _--- V RIM-934.9 I _ ___-- � � ��, �- N-INV=926.5 ---» 2. SEDIMENT FROM CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS THAT ARE I / I III f ------- ------ ---- e9J - F »„ W E W INV�12 �> 2¢ RCP � - - » - TO BEUSED AS PERMANENT WATER QUALITY MANAGEMENT BASINS SHALL BEN CLEANED OUT. SEDIMENTATION BASINS SHALL BE SUFFICIENTLY CLEANED OUT TOV-927,6 LA----___- ---_- RETURN THE BASIN TO DESIGN CAPACITY. SEDIMENT MUST BE STABILIZED TO -- -- z Sint PREVENT IT FROM BEING WASHED BACK INTO THE BASIN OR CONVEYANCES a \ n _ Joseph OFF-SITE OR TO SURFACE WATERS. Cem C) _ - -- - -- II / sss• --_____ DISCHARGING MAINTAIN o \, ��PERIMETER _ q50 CONTROL THROUGHOUTC- _ 3. WHEN STABILIZED VEGETATION HAS BEEN ESTABLISHED OVER 70 PERCENT OF THE MAINTAIN ROCK PERVIOUS SURFACE AREA, ALL SYNTHETIC TEMPORARY EROSION AND SEDIMENT ooh o CONSTRUCTION (n?) MAINTAIN ENTRANCE CONTROL MEASURES SHALL BE REMOVED. THIS INCLUDES, BUT IS NOT LIMITED T0, FP�� 165TH ST L/- . SILT FENCE, TREE FENCE AND CATCH BASIN INLET PROTECTION DEVICES. ( f J O GENERAL INFORMATION NOTICE OF TERMINATION M P,� Q9_50)\; - J MINNESOTA'S CONSTRUCTION STORMWATER PERMIT IS AN EXTENSION OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SPECIAL/IMPAIRED WATER CONSIDERATIONS THE PERMITEE(S) MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA WITHIN n N \ L O SYSTEM STORMWATER PROGRAM, WHICH IS PART OF THE FEDERAL CLEAN WATER ACT. REGULATED PARTIES MUST DEVELOP A EAST LAKE IS LOCATED APPROXIMATELY 2,900 FEET SOUTHEAST OF THE SITE AND IS LISTED AS AN IMPAIRED LAKE. NO 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR W� 1J \ U Z U STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE SWPPP PROVIDES INFORMATION ON THE EXISTING AND PROPOSED STORMWATER FROM THE SITE WILL DISCHARGE TO EAST LAKE. (PERMITEE) HAS ASSUMED CONTROL OVER ALL AREAS OF THE SITE THAT HAVE NOT _ Lr) SITE CONDITIONS, CONTROL MEASURES FOR STORMWATER POLLUTION PREVENTION BEFORE, DURING AND AFTER CONSTRUCTION, UNDERGONE FINAL STABILIZATION. m Z INSPECTION, MAINTENANCE AND INFORMATION RELATED TO THE PERMANENT STORMWATER MANAGEMENT SYSTEM. THE SWPPP ADDITIONAL BMPS REQUIRED INCLUDE: SOIL STABILIZATION WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY HAS CEASED, SHALL BE KEPT ON SITE AT ALL TIMES DURING ACTIVE CONSTRUCTION. TEMPORARY SEDIMENT BASIN FOR COMMON DRAINAGE AREAS OF 5 ACRES OR MORE, AND A REQUIRED WATER QUALITY VOLUME -, owwY z OF 1" OF RUNOFF FROM NEW IMPERVIOUS SURFACES. INSPECTIONS do RECORD KEEPING r 95 J STORMWATER POLLUTION PREVENTION INSPECTIONS SHALL OCCUR ONCE EVERY SEVEN PROJECT INFORMATION (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL D II'' Q \ _ 0 500 1000 2000 _ PROJECT NAME: COBBLESTONE LAKE COMMERCIAL 7TH ADDITION STORMWATER MANAGEMENT PLAN EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. INSPECTIONS MAY BE CEASED DURING a U ,73ROSriw - PROJECT LOCATION: APPLE VALLEY, DAKOTA COUNTY, MINNESOTA PER THE CITY OF APPLE VALLEY, RATE CONTROL FOR THE SITE IS PROVIDED BY THE REGIONAL POND (COBBLESTONE LAKE) FROZEN GROUND CONDITIONS. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN ( IN FEET) W ; PROJECT OWNER: STANLEY LYNN, LLC. THAT WAS CONSTRUCTED AS PART OF THE OVERALL PLAN OF DEVELOPMENT. STORMWATER ABSTRACTION FOR THE SITE IS GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE J T-I U REQUIRED AT A RATE OF ONE HALF INCH TIMES THE SITE AREA. AN UNDERGROUND STORMWATER INFILTRATION SYSTEM WILL PLACE WITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING N Z Ln RESPONSIBLE PARTIES BE USED TO PROVIDE THE STORMWATER ABSTRACTION FOR THE SITE. SEE STORMWATER MANAGEMENT PLAN FOR DETAILS. CONSTRUCTION, WHICHEVER COMES FIRST. DURING THE COURSE OF CONSTRUCTION, IT Q J THE OWNER MUST IDENTIFY A PERSON KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND MAY BE DETERMINED THAT ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES SEDIMENT CONTROL BMP'S WHO WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION AND PRIOR TO START OF CONSTRUCTION MAY BE NEEDED, OR CERTAIN MEASURES ARE NOT PRACTICAL TO INSTALL. IN THESE MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. THE FOLLOWING STORMWATER POLLUTION PREVENTION MEASURES SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION. REFER TO CASES, AN AMENDMENT TO THE SWPPP SHALL BE MADE, AND SUPPORTING REASONS V) GRADING AND EROSION CONTROL PLANS FOR LOCATIONS. SHALL BE DOCUMENTED IN THE SWPPP. SITE MANAGER: 1. SILT FENCE 1. RECORD NAME OF INSPECTOR AND DATE AND TIME OF INSPECTION. TRAINING DOCUMENTATION: SILT FENCE SHALL BE INSTALLED AT THE LIMIT OF GRADING ON ANY FILL SLOPE. ADDITIONAL SILT FENCE MAY BE REQUIRED IN CUT SLOPE AREAS. SILT FENCE SHALL ALSO BE INSTALLED AROUND ANY INFILTRATION/FILTRATION PRACTICE. 2• RECORD RAINFALL AMOUNT SINCE MOST RECENT INPSECTION. EXISTING SITE CONDITIONS INSPECT GRAVEL CONSTRUCTION ENTRANCES FOR SEDIMENTATION. INSPECT THE SITE IS LOCATED AT 15875 EMPEROR AVENUE IN APPLE VALLEY, DAKOTA COUNTY, MINNESOTA. THE SITE IS BOUNDED ON 2. ROCK CONSTRUCTION ENTRANCE 3. 0 10 20 40 THE EAST BY EMPEROR AVENUE, ON THE SOUTH BY A CITY TRAIL SYSTEM, ON THE WEST BY PILOT KNOB ROAD, AND ON THE ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE FIELD ENTRANCES TO THE SITE. ADJACENT STREETS FOR SEDIMENT TRACKING. REVISIONS NORTH BY AN EXISTING COMMERCIAL DAYCARE BUILDING. THE SITE IS CURRENTLY VACANT, HOWEVER WAS PREVIOUSLY 1. 12/21/16 City comments. GRADED AS PART OF THE OVERALL COBBLESTONE DEVELOPMENT. THE TOTAL SITE AREA IS 1.97 ACRES. THE PROPERTY 3. CATCH BASINS 4. INSPECT SITE FOR EXCESSIVE EROSION AND SEDIMENT ACCUMULATION. 3 BOUNDARY GOES TO THE CENTER OF EMPEROR AVENUE, THEREFORE THERE IS APPROXIMATELY 0.09 ACRES OF EXISTING ALL CATCH BASINS SHALL BE PROTECTED WITH INLET PROTECTION DEVICES APPROVED BY THE LOCAL GOVERNING UNIT. ( IN FEET ) 2• a' IMPERVIOUS SURFACE WITHIN THE SITE BOUNDARY. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO, WIMCO PROTECTION DEVICES, INFRASAFE PROTECTION DEVICES, FILTER A. INSPECT SILT FENCE AND OTHER TEMPORARY EROSION AND SEDIMENT CONTROL 3. FABRIC, BIO ROLLS AND STRAW BALES. DEVICES FOR EROSION, SEDIMENTATION AND MALFUNCTIONING. 4 THE SITE HAS A SLOPING TOPOGRAPHY, WITH ELEVATIONS RANGING FROM 954 IN THE SOUTHWEST, DOWN TO 935 IN THE EAST B. INSPECT FLARED END SECTIONS FOR EROSION AND SEDIMENTATION. BENCHMARKS 5' AT EMPEROR AVENUE. THE MAJORITY OF THE STORMWATER FROM THE SITE DRAINS EAST TO EMPEROR AVENUE WHERE IT IS DURING CONSTRUCTION C. INSPECT PONDS, INFILTRATION BASINS, TEMPORARY SEDIMENTATION BASINS AND COLLECTED IN EXISTING STORM SEWER. A SMALLER PORTION OF THE SITE DRAINS SOUTH TO EXISTING STORM SEWER ALONG ALL OTHER BMP'S FOR EROSION AND SEDIMENTATION. 6• THE FOLLOWING STORMWATER POLLUTION PREVENTION MEASURES SHALL BE IMPLEMENTED DURING CONSTRUCTION. REFER TO 1. TOP NUT HYDRANT LOCATED 600 FEET SOUTH THE CITY TRAIL SYSTEM. GRADING AND EROSION CONTROL PLANS FOR LOCATIONS. D. INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE OF 157TH STREET AND 34 FEET WEST OF THE DRAWN BY: JTR M SYSTEMS FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CENTER MEDIAN ON COBBLESTONE LAKE DESIGNED BY: JTR PROPOSED SITE CONDITIONS 1. PHASED GRADING PARKWAY. ISSUE DATE: 11/04/16 STANLEY LYNN, LLC PLANS ON CONSTRUCTING TWO COMMERCIAL BUILDINGS WITH ASSOCIATED PARKING AND DRIVE AREAS. TO THE EXTENT POSSIBLE, GRADING SHALL BE PHASED TO MINIMIZE THE AMOUNT OF DISTURBED AREAS DURING SITE 5. INSPECT SITE AND ADJACENT PROPERTIES FOR CONSTRUCTION DEBRIS, TRASH AND ELEVATION = 932.84 (NGVD 29) INITIALLY, THE 10,236 SQUARE FOOT BUILDING WILL BE CONSTRUCTED WITH THE MAJORITY OF THE PARKING AND DRIVE AREAS. CONSTRUCTION. SPILLS. PHASE 2 OF THE CONSTRUCTION PROPOSES A SECOND BUILDING APPROXIMATELY 4,200 SQUARE FEET IN AREA, WITH SOME 2. TOP NUT HYDRANT LOCATED 180 FEET WEST E ADDITIONAL PARKING AREAS. AFTER THE SITE IS FULLY DEVELOPED, APPROXIMATELY 1.27 ACRES OF IMPERVIOUS SURFACE 2. TRACKED SEDIMENT 6. INSPECT STABILIZED AREAS FOR EROSION. OF ELMHURST LANE AND 34 FEET NORTH OF WILL EXIST. THE PROPOSED CONSTRUCTION WILL RESULT IN A NET INCREASE OF 1.18 ACRES OF IMPERVIOUS SURFACE. ANY SEDIMENT TRACKED FROM THE SITE ONTO THE STREET SHALL BE REMOVED IMMEDIATELY UPON DETECTION. THE ROCK COBBLESTONE PARKWAY. I hereby certify that this plan, specification u. CONSTRUCTION ENTRANCE SHALL BE INSPECTED AND REPAIRED IF INUNDATED WITH SEDIMENT. 7. RECORD RECOMMENDED REPAIRS, MAINTENANCE AND/OR REPLACEMENTS REQUIRED report was prepared by me or under my di TO MANAGE STORMWATER ONSITE, STORM SEWER WILL BE USED TO COLLECT STORMWATER FROM THE NEWLY CREATED TO ENSURE EROSION AND SEDIMENTATION CONTROL MEASURES ARE SUFFICIENT. ELEVATION = 899.775 direct supervision and that I am a duly Licensed Professional Engineer under the IMPERVIOUS SURFACE AREAS. THE STORMWATER WILL BE DIRECTED TO AN OFFLINE UNDERGROUND STORMWATER INFILTRATION 3. STOCKPILES laws of the State of Minnesota SYSTEM. OVERFLOWS FOR THE UNDERGROUND SYSTEM WILL BE ROUTED TO THE EXISTING STORM SEWER LOCATED IN THE CITY STOCKPILES SHALL BE PLACED IN AN AREA THAT WILL MINIMIZE THE NEED FOR RELOCATION. IF A STOCKPILE WILL REMAIN 8. RECORD RECOMMENDED AMENDMENTS TO THE SWPPP. g TRAIL SYSTEM TO THE SOUTH OF THE SITE. IN PLACE FOR AN EXTENDED PERIOD OF TIME, STABILIZATION MEASURES SHALL BE IMPLEMENTED, INCLUDING BUT NOT CALL BEFORE YOU DIG LIMITED TO, SEEDING AND SILT FENCING. TEMPORARY STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT 9. RECORD REPAIRS, MAINTENANCE AND/OR REPLACEMENTS THAT WERE COMPLETED • Name: Joseph T. Radach, P.E. SOIL INFORMATION CONTROLS AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND SINCE THE LAST INSPECTION. GUTTER SYSTEMSSignature: , CONDUITS OR DITCHES. AT THE TIME OF THIS REPORT, NO SOIL BORINGS WERE AVAILABLE. HOWEVER, BASED ON CONVERSATIONS WITH THE ORIGINAL FOR AREAS THAT HAVE UNDERGONE FINAL STABILIZATION, INSPECTIONS CAN BE • DEVELOPER OF THE SITE AND PAST EXPERIENCE WITH SITES IN THIS LOCATION, ONSITE SOILS CONSIST PRIMARILY OF SAND IN o Date: 11/04/16 License #: 45889 THE HYDROLOGIC SOIL GROUP "A". THIS PLAN WILL BE UPDATED WHEN THE SOIL BORINGS ARE AVAILABLE. 4. TOPSOIL REDUCED TO ONCE PER MONTH Q UPON GRADING COMPLETION, A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED OVER ALL DISTURBED AREAS, WETLAND CONSIDERATIONS EXCLUDING PROPOSED STREETS AND PARKING AREAS. MAINTENANCE w THERE ARE NO KNOWN WETLANDS ONSITE. 5. RESTORATION THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, INSPECTION AND ALL DISTURBED AREAS NOT ACTIVELY WORKED SHALL BE RESTORED WITH SEED AND MULCH, EROSION CONTROL BLANKET MAINTENANCE OF ALL STORMWATER POLLUTION PREVENTION MEASURES FOR THE Know what's b@IOW. C5 R, STORMWATER RECEIVING WATERS AND/OR SOD WITHIN 7 DAYS. CaII before OU dig. Of eore ALL STORMWATER FROM THE SITE WILL ULTIMATELY DISCHARGE TO THE CITY OF APPLE VALLEY TRUNK STORM SEWER SYSTEM, Yn WHICH DISCHARGES TO COBBLESTONE LAKE LOCATED EAST OF THE SITE. 7 � v II \���,, �.� �'��\ i I I LEGEND I I I I I I I x I a )� ���� �)�� /8��� \ �'' -F a�� CB 107 � - L______' al oip \ RE 935.50 d I : EXISTING PROPOSED 0 O� ___ PROPERTY LINE C I I P� \ \ \ IE 932.19 o I Z Q) I I II I I �I .II ii s u0� EASEMENT LINE - - 8.. DIP �i u I II N \ \ j II °d , CURB LINE - > ED -< J \�` I I 8 PVC H BITUMINOUS PAVEMENT L-------- N O M I I II ° ° -TI co I I � N L--------- - ----4--- ------ --°-- � � AmN - ------ O 110 RIM=936.3 i \ rn a l - I ;I �� tel. �� �� x � I -z ° CONCRETE WALK Z INV=924.9 Wu - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 7'-12" PE ii STORM SEWER --» >> IJJ RIM 936.0__ �- _ II SANITARY SEWER --->--->- > - - - - - - - 32'-12„ PE \ ® 0.50% 1 NV-929.6 \ A I x -- » I 1 II al WATER MAIN - � Z I a CB 108 » >> » 00.50% RE 939.00 R » » » 7 /� ii UNDERGROUND GAS u9 o c z L O IE 935.66-12" E I CB 106 1 1 j UNDERGROUND ELECTRIC ue E E Z O IE 935.76-8" S CBMH 105 25 a� Ld UNDERGROUND TELEPHONE ut T r D_ 0W Q1 EE 932.15 � Is II RE 93 .22 - - - - - V IA MANHOLE 0 J -p a a° 181'-12" PEI v Z 1� n HYD "^" Q ° IE 931.99-12' E,S V I I 11 e HYDRANT ® 1.80% IE 932.40-12" W w IIUM Z I a a° 1 ° 1 1 LIGHT POLE �, d- Q R 00 1 I V n i' °i FENCE LINE x � �u 30" CMP SYSTEMi� Z � �I A 62'-12" PE I I 1 , PIPE IE 928.50 <i It N Q0.50% v 1 I V STONE IE 928.00 .. (SEE DETAILS) Z d Q) Lr. W I I ° UTILITY PLAN NOTES o 0 n a R 30" ACCESS RISER °ii I 1 w I p M W/NEENAH R-1642-B 1011I V I 1 1. GOVERNING SPECIFICATIONS: THE LATEST EDITION OF THE CO EL ii a CASTING I ' ill I ii i MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD M ` R I I I II I u SPECIFICATIONS FOR CONSTRUCTION", THE CITY OF APPLE I n 0 67'-8" PVC V SII I w j I °a I l VALLEY STANDARD SPECIFICATIONS AND ENGINEERING II II ° I I a II la � ° a a aQ V 1 1 GUIDELINES AND THE MINNESOTA PLUMBING CODE. *12'-8" PVC @ 2.0% CBMH 104 1 ® 2.0% _ RE 935.93 I 6'-15" PE 1 2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR IE 937.34 8" CLEANOUT IE 931.68 I I 1 01.0% 1 I ii ° �i �i IE 937.10 I I IE 929.75 11 I ALL WATER MAIN. 11'-12" PE 1 °' I 11 a 3. A MINIMUM OF 2 FEET VERTICAL SEPARATION SHALL BE C) 1II Q ° a Q ° ° 0.50% ° ° REQUIRED FOR ALL UTILITY CROSSINGS. Z PROPOSED I I I I I I I I ° ° ° ° a s ° Q 22'-1'' 'E� I III 11i 0 1 Q ii Q BUILDING 0 0.50% 4. PUBLIC WORKS DEPARTMENT (952-953-2400) SHALL BE 0 ° « I' 1 al NOTIFIED A MINIMUM OF 48 HOURS FOR ANY REQUIRED ~ a I F.F.E. = 943.0 � II - � - y� 7� I, II CB 109 1 1 WATER MAIN SHUT DOWNS Al CONNECTIONS. w a p 1 1'-12' PE 1 V 1 ° 2 0% RE 935.03 1 is 5. CITY OF APPLE VALLEY WATER DEPARTMENT SHALL OPERATE Y f6 I m �c HYDRANT W/G.V. CBMH 103 V I 0 V) 6"-45' 6 DIP CL52 �I 7 RE 935.93 V a IE 931.61 �1 1 ALL VALVES ON PUBLIC OWNED MAINS AND VALVES Z Q Q O 6" X 6" TEE - O i =I I ; BENDS WATER SERVICE � I CONNECTING PRIVATE LINES TO PUBLIC OWNED MAINS. � u 34'-6" DIP Cl IE 31.62-15" E - - I STMH 102 N Z a W/6" G.V. & BOX GND EL. 941.7 IE 931.62-12" N 99' 15" PE V RE 936.00 Q Q � FIRE 6" CLEANOUT / ® 1.00% V ° 6. ALL UTILITY TESTING SHALL BE COORDINATED WITH CITY OF J w (FIRE) 6 CLEANOUT - Y II _ IE 929.95 80'-6" PVC 77 IE 931.62 12" SW I IE 929.81-15" N 1 APPLE VALLEY PUBLIC WORKS DEPARTMENT. - I s I IE 931.50-15" S,W 1 a Z = II II I ii I =1 � I i ® 2.0% IE 928.35 ;6" X 4" �k > > > _Z _ _ _ _ _ _ _ _ 1 _ IE 931.50-12" E 7. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. Q 4 DIP Cl V O TEE - 77 V V IE 925.81-SUMP ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED l I o_ a - ° WATER SERVICE ° 6"-45° J W/4" G.V. & BOX a 6"-45' BEND & BEND 12'-15" PE I ii I1 1 ELEVATIONS. J I (DOMESTIC) 6»-22.5' BEND 6" DIP Cl WM ® 1.0% I II f\ i � � II J w Q � v ill 11 ii * FINAL LOCATION OF SERVICES TO BE H a� I I ' a e 6 X 6 ill co VERIFIED WITH ARCHITECTURAL AND J ~ N I *67'-6" PVC @ 4.0% ° I TEE d 1 � V II MECHANICAL PLANS. = Q I a IE 932.63 1 77 V 0 1i Q - 1 w a � e STMH 110 I II I ii I ° I jj a o a RE 940.60c N. e a° a ae e NV-9341_18 IE 934.04-12" NE I I Z II I I ° IE 935.70-12" SW a 9A2'-6" PVC--l"' a � i� I _ IE 934.14-8" SE aA �e I i CONNECT TO EX. 'I STORM SEWER SCHEDULE O a e � ` e d � 2.d� < V I ii t� I I 8" DIP WM W/8" �, V ° I X 6" REDUCER, 6' STRUCTURE NEENAH --_ I • II I I ________ +_,=� G.V. & BOX, & ® 0.50%PE 6" DIP Cl SERVICE. 1 ----6"-45' BEND CASTING • INSTALL PLUG WITH 8" DIF TYPE & No. SIZE or EQUAL (FUTURE) * 27'_8" PVC @ 2.0% CORP. STOP AND I , w „ - � PIGTAIL FOR TESTING. I� CB-112 27 DIA. R-4342 -- - I 934.68 I E I- - I 1 > „ RIM=934.9�( RM 94. s H V � PVC 3 9 �I 8 (FUTURE) - I = I 'I 934.2 _ INv-9zs.6 I CBMH 111 48 DIA. R-3290-VB r I� IN V_ 1 I I � 11 r V 1 I CBMH 111 II � �V I STMH-110 48 DIA. R-1642-B SMH 1 I I RE 940.63 *43'-8" PVC ® 5.0% RE 934.65 ---- ______ IHD===� � „ „IE 935.85 IE 928.38 RCP RIM=934.0 CB-109 24 X 36 R-3290-VB a - a (FUTURE) IE 926.09-8" E INV=9-n�, - ___. CB-108 27 DIA. R-4342 IE 926.23 6" NW,W V 32'-12" PE RE I ° I ii ® 0.50% FUTURE STMH 101 v BREAK INTO EXIST. CB-107 27" DIA. R-4342 J 6" DIP Cl WM (FUTURE) BUILDING RE 935.50 V CBMH & CONNECT. " J U ii I I I I CB 112 IE 930.51 CB-106 24 X 36 R-3290-V 't a F.F.E. = 940.5 CONNECT TO EX. 8" 1 EX. IE 927.2 � ,L O ill I - - - - RE 939.00 PVC SAN SWR W/ 1 PR. IE 930.24-15" W ai CBMH-105 48" DIA. R-3290-V Z U m I 1 ` IE 936.01 27'-15" PE 9 -81 PVC @ 1.0% V (FIELD VERIFY) 'I „ - �\ 6"-45' 6"-45' BEND & I 0 (FUTURE) ® 1.00% EX. IE 926.0 1 i° CBMH-104 48 DIA. R-3290-V Z \ BENDS 6"-22.5' BEND \ (FIELD VERIFY) 1 a L Z a 0 , a l CBMH-103 48 DIA. R-3290-V 1 � ill I ii \\ 6" G.V. & BOX V- „ > °� ° STMH-102 60 DIA. R-1642-B L o - - - - � - n v I 1 ; STMH-101 48" DIA. R-1642-B w I �\ �V V ii �I v 5I N Z (6 III II I I \ �I ------Nv ----------- -- -- - _-- v J --- V a ii I II - - II A �I - -------------_- - -- --------- -------------------------- ---------- V -------- -- I I -------------- ----- RIM=934.9 V x ------------------------------------------ N-INV=926.5 E/W-INV=925.9 »---»I a 24° 1- I ----- --»--->>--->>--->>--->>--->>---»=-->> >>---»--�>>---»---» --»--- °°I X - RIM=932.6 24" RCP I I II I INV=927.0 \�-_ --------_-___r__�I__-_ 0 10 20 40 / - REVISIONS ----__ 1. 12/21/16 City comments. ------------------ 2. ( IN FEET 3.u 4. BENCHMARKS 5. m 1. TOP NUT HYDRANT LOCATED 600 FEET SOUTH 6. OF 157TH STREET AND 34 FEET WEST OF THE DRAWN BY: JTR a CENTER MEDIAN ON COBBLESTONE LAKE DESIGNED BY: JTR PARKWAY. ISSUE DATE: 11/04/16 ELEVATION = 932.84 (NGVD 29) V v 2. TOP NUT HYDRANT LOCATED 180 FEET WEST E OF ELMHURST LANE AND 34 FEET NORTH OF I hereby certify that this plan, specification COBBLESTONE PARKWAY. or report was prepared by me or under my ELEVATION = 899.775 direct supervision and that I am a duly Licensed Professional Engineer under the v laws of the State of Minnesota 0 CALL BEFORE YOU DIG a • Name: Joseph T. Radach, P.E. ° � 0 Inn • Signature: Q �. Date: 11/04/16 License #: 45889 Q Know what's below. C6 N Call before you dig. Of 9 y v o z NOTES: (T INTEGRAL INVERT OF MANHOLE TO SPRINGLINE TIE ROD ASSEMBLIES TO BE STAINLESS STEEL OR �() DROP LID(CAST IRON)B A OF PIPE SLOPED 2"/FT.TOWARD PIPE. � CASTING FUSION BONDED EPDXY COATED. °7 FILTER FABRIC (36" MAX. HEIGHT) / R-1642-B 27" T' WATER TYLER NO.6860 Z LIGHT DUTY PAVEMENT SECTION* ESS.BRO.309 27" 7" MUELLER NO.H-10361 COR BLUE BOLTS&NUTS REQUIRED ON ALL ANCHOR W/ METAL OPENING IN FABRIC WEAVE < 212 Nm MECHANICAL JOINT FITTINGS. LLI T-POST OR W 2"X2" STAKE o 1.5" BITUMINOUS WEAR COURSE SPWEA330B s.o'MINIMUM COVER REQUIRED OVER ( ) -- MANHOLE STEPS SHALL BE PLACED SOIx OOD TOP OF WATER MAIN. d. TACK COAT THE OFFSET VERTICAL PORTION OF RESTRAIN TEE AND VALVE WITH MEGALUG •- j 1.5' BITUMINOUS BASE COURSE (SPNWA330B) THE CONE IS FACING DOWNSTREAM. THRUST RESTRAINTS.(OR EQUAL) ° 6" CLASS 5 AGGREGATE BASE, MN/DOT SPEC. 2211 (100% CRUSHED) GRADE N p 110 0 APPROVED GRANULAR SUBGRADE NEENAH FRAME AND COVER OR EQUAL, C9 ^' LETTERED"SANITARY SEWER"WITH 2 TOP(CAST IRON) o ADJUST TOP TO 3J8"BELOW GRADE. Z p j CONCEALED PICK HOLES. *FINAL PAVEMENT DESIGN TO BE CONFIRMED SET CASTING 1/8"TO 1/4"BELOW TYLER No.6860 26" SET BOX TO PROVIDE 12"OF LLl x BY GEOTECHNICAL ENGINEER OF RECORD. FINISHED GRADE. MUELLER NO.H-10361 26" ADJUSTMENT. W 6"X6" TRENCH PLAN W DIRECTION OF FLOW ° (COMPACTED BACKFILL) _ z MIN.OF 2,MAX.OF 6 HDPE ADJUSTMENT Z III RINGS. MAXIMUM 19"ADJUSTMENT,RINGS L _ _ _- i j AND CASTING. 3 0 0 -I - O III-III-III-III-III- y INSTALL I&I BARRIER PER PLANS ATU W - - - - IS z -III-III - III-III-III R WRAP ) @' LOCATIONS SELECTED BY THE ENGINEER _ _ EXTERIOR SEAL CONSISTS OF GATOR EXTENSION(DUCTILE IRON -III-III III- -III HEAVY DUTY PAVEMENT SECTION* OR ENGINEER APPROVED EQUAL. TYLE NO 58 14" TYLER NO.6860 E UA I m - - MUELLER No.H-10357 R •_ -III O -III- A MANHOLE STEPS,COPOLYMER POLYPROPYLENE NO.59 18 2" BITUMINOUS WEAR COURSE (SPWEA330B) -% NO.60 24" GATE VALVE BOX,SCREW TYPE,3 00 N - I-1 PLASTIC,WITH 1/2"GRADE 60 STEEL Z TACK COATPIECE,5 1/4"SHAFT,SIZE G BOX W REINFORCEMENT OR EQUAL,16"ON CENTER. MUELLER NO.58 14" 4-J 11I 2" BITUMINOUS BASE COURSE (SPNWA330B) NO.59 20" 8'-0"EXTENDED,#6 ROUND BASE UNDISTURBED SOIL 8" CLASS 5 AGGREGATE BASE, MN/DOT SPEC. 2211 (100% CRUSHED) Z cf APPROVED GRANULAR SUBGRADE - PRECAST CONCRETE 478. AL MANHOLE SECTIONS PER ASTM C478. ALL JOINTS IN MANHOLE NOTES: TO HAVE"0"RING RUBBER GASKETS PER - - *FINAL PAVEMENT DESIGN TO BE CONFIRMED ASTM C443. BOTTOM(DUCTILE IRON) z a Q) RESILIANT SEATED WEDGE BY GEOTECHNICAL ENGINEER OF RECORD. TYLER NO. 65° Z C 1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE LINE. 4'-0" .�; ,-- cur PIPE FLUSH wrrH INSIDE FACE VALVE CONFORMING TO W OF WALL. GROUT INSIDE DOGHOUSE MUELLER NO.H 10361 65' PFJ \ AWWA C-509-80 STANDARDS 2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. PER MnDOT 2506.2B.2. w KOR-N-SEAL MANHOLE GASKETVARIABLE 00 a 3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. / (OR APPROVED EQUAL). 4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH. S PAVEMENT SECTION BASE MEGALUGS -MEGALUGS 5. 5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST. - C7 NO SCALE 6. SEE MNDOT SPECIFICATIONS 2573 & 3886. \' -- INTEGRAL BASE SECTION \o 0 SECTION 8"CONC.BLOCK NOTE: MININMUM DEPTH MANHOLE=T-9" 1 SILT PENCE Z C 7 N O SCALE LAST REVISION: [�APRPLACE 4"x 4" - 4' ABOVE ®® JANzols GATE VALVE&BOX O SEWER & WATER ROUGH IN Apple SANITARY SEWER MANHOLE Apple INSTALLATION ~ Valley PLATE NO. valley E1-NO. Uj EXTEND & CAP SEWER & WATER ra SAN-1 AT-1 H SERVICE ROUGH IN 3' ABOVE FINISH GRADE. OQ J � a � FINISH GRADE BUTTRESS DIMENSIONS NOTES: J Z = •� HYDRANT MARKER WITH FLEX SPRING 1. SHAPE OF BACK OF BUTTRESS MAY 1� HYDRA/FINDER(CANDY CANE) PIPE 22 1/2°BEND 45°BEND 90°BEND VARY AS LONG AS POURED AGAINST r ®� 9mm6° HDPE INSERT BASKETS a HYDRANT SHALL BE WATEROUS SIZEFIRM UNDISTURBED EARTH. 8 e°oa 6"SHOWN W/OUT FILTER BAGS PACER WB-67-250 WITH 16"TRAFFIC 1'S"B 1 D1 B 2 D2 B 3 D3 1' 2. DIMMENSION 'A'SHOULD BE AS °0 °00°° S" 1'S" 1'S" 2'1" 1'6" Q� 400 MICRON FILTER BAGS � BREAK OFF SECTION AND 8.5'BURY. LARGE AS POSSIBLE. [� REQUIRED INSIDE BASKETS WATER SERVICES 8" V-5" V-5" X-1" V-6" z'-B" T-o" 3. A=45°MINIMUM. _I o®°a`!vo°o°mma�®S � PROVIDE A VENTED CAP ON ONE W � 4" DIP CL.52 (DOMESTIC) 2 1/2"NOZZLE. 12" V-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6" 4. PLACE POLYETHYLENE BETWEEN 7.5' MIN. CONCRETE&PIPE. j COVER LU 6' DIP CL.52 (FIRE) 16° 3'-0" z'-o" 3'-10" 3'-0" a-z" 3'-6" 0 J �..� 5. ALL BENDS AND FITTINGS SHALL FOR WATER 20' 3'6" 2'-8" 5'-6" T-4" 8'-4" 4'-0" BE RESTRAINED WITH MEGALUGS COMPACTED SANITARY SERVICE THRUST RESTRAINTS OR EQUAL. � V Q) - FOOTING FOOTING �C 24' 4'-4' T_0" 6'-10" T-10' 9'-8" T-0" Ica Q WATERMAIN SHALL HAVE GRANULAR BACKFILL 8" PVC SCH.40 8'-0"OF COVER. O Q �E Uj 2'x3' HDPE FRAME INSERT UNDER FOOTING T T ANTI-CORROSIVE COATING EMERGENCY 90' BEND ✓ _ REQUIRED ON ALL BOLTS AND RESTRAINT ASSEMBLY. OVERFLOW PORTS o 71 flIli- ON ALL MECHANICAL FITTINGS. V N N COR-BLUE BOLTS&NUTS REQUIRED - - MEETS MN DOT SPECIFICATION 3891.E VIII u P _ II •� FOR VALVE 80X INSTALLTION SEE - ° I' O "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" 6 UTILITY SERVICE CONNECTIONS ° III a -SEENOTE P� V - DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES N DETAIL PLATE I TALLT - \ � RESTRAIN HYDRANT,VALVE,ANDTCEE 4-SEE NOTE 3 C7 NO SCALE ° 9 / Q GRADE WITH MEGALUG THRUST RESTRAINT ° ° (OR EQUAL) \ ➢r-��,\ \ AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS %,` �, ,\ , OR APPROVED EQUAL - T ° _ TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS AND SHALL BE RESILIENT SEATED WEDGE VALVE - - %I 2' 21x3' DEBRIS COLLECTION DEVICE ACCORDING TO THE LATEST EDITION OF MnDOT STANDARD SPECIFICATIONS FOR T-6" �CONFORMING TOAWWAC-509-80 PLAN 45°TO90° BENDS 0 / STANDARDS. - C7 NO SCALE CONSTRUCTION EXCEPT AS MODIFIED BELOW. °' MEGALUGS / VAR. PLAN 22 1/20 TO 45° BENDS 0 o (3'MIN.) 6„ TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE :II-I MORE THAN 7 DAYS. o -MEGALUGS A SEE NOTE 3 TTI m o 0 1 �� SII IIII SEED: MnDOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. CONCRETE SHALL BE u M V F o o IN CONTACT WITHIITI DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER THIS QUADRANT OF 90�'PIPE J d- NOVEMBER 1ST. J bo i o o olll-1 o' l� ° li \ L O g 6" LEAD BEDDING U MULCH: TYPE 1 AT 2 TONS PER ACRE (DISK ANCHORED). MATERIAL "'-I II-III ml~-li l- _ Lr) 1 CU.Y0.OF 1 1/2"ROCK. COVER WITH CONCRETE 2 � m � _ UNDISTURBED - HDPE INSERT BASKETS FERTILIZER: TYPE 10-10-10 AT 200 POUNDS PER ACRE. s CONC.BLOCK LAYERS OF POLYETHYLENE. EARTH •� z SHOWN W/OUT FILTER BAGS (TYPICAL) SECTION A-A PLAN 00 TO 22 1/2° BENDS 400 MICRON FILTER BAGS 7 TURF ESTABLISHMENT LAST REVISION: [#PR SIREQUIRED INSIDE BASKETS R >. fQ i�•i JAN 2012 iiii• 009 Q� C7 NO SCALE "" VALVE&HYDRANT 2 =_ f Apple INSTALLATION Apple CONCRETE THRUST BLOCKING W 1 ® YQIIeV PLATE NO. �/,�lle PLATE NO. � ' ` •/ J WAT-3 1Ia y WAT-4 (U 2X3 HDPE FRAME INSERTE a J �- EMERGENCY OVERFLOW PORTS - MEETS MN/DOT SPECIFICATION 3891.F A r----------I "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" - DESIGNED FOR NEENAH R-3250-A OR R-3250-1 (MNDOT 801) AS NOTED ® I p 2 FRAME CASTING S O 2 WALK © O I (� BACK OF CURB FLAE .... FLARE FLOW LINE •• S `` 1 FRONT OF GUTTER 2 1 5O 4 1 2 0°PRTGRADING IONAL V Cg B F BLE OR AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS A ° WALKABLEASURFACE o 4cn5 PERPENDICULAR 1 fes' REVISIONS OR APPROVED EQUAL a q 1 p a u --------- C F..... z 1. 12/21/16 City comments. 0 0 I © I.N. N 3 2711 DEBRIS COLLECTION DEVICE 0.5' TOPSOIL GRADING GRADE ©&O ® �� F "MH: DIAGONAL® 2 C7 NO SCALE VARIES F :I : :e p 3. 10 °'°°° i Oq CC(°eB:3'' NOTES: i ::: °°°""°'° I__ LANDINGS SHALL RE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CHANGES 4, c PROPOSED FINISHED GRADE ""'° 3,Q' 4 DIRECTION,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 50X, 2' 2 I QS 4 1 2 2 1 ANO IF THE APPROACHING WALK IS INVERSE GRADE. N 0 INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN IS- THE BACK 5' C EXISTING GRADE U OF CURB,WITH 6'FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE. 'C FAN SECONDARY CURB RAMP LANDINGS ARE REWIRED FOR EVERY 30" OF VERTICAL RISE 6• NHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.OY.. i •I-��-IIy���II -- ...... -- - PARALLEL n -11 rll S% CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS. M - ,����,,, „ DRAWN BY: ITR -i .i. � ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO TE PATH OF TRAVEL. '::' ••• ••• •••• •••• ••••::' ';•;^,`,•5:• •..... TO ENSURE RAMPS AND LANDINGS ARE PROPERLY III III III III ---- BE CAST I -IIDESIGNED BY: JTR SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 5 WHEN LANDINGSARE CAST SEPARATELY. =I � C ALL SLOPES ARE ABSOLUTE,RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES. ISSUE DATE: 11/O4/16 to \ LIMIT OF SUBGRADE EXCAVATION I____ �J ----I TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. SELECT BACKFILL L S 2 4'MIIUMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS.DETECTABLE NON-WALKABLE OR NON-WALKABLE Ofl WARNINGS SHALL CONTINUOUSLY EMEND FOR A MINIMUM OF 24" IN THE PATH OF al - WALKABLE SURFACE Q ;;gl ;;;; Q WALKABLE SURFACE WIDTH OFSPATHOWHEN THE USE PATHACROSSES LL HAVE AE ROAD. WARNING ACROSS THE ENTIRE MATERIAL H -_ SELECT BACKFILL } \ FLARE "'° '°" FLARE E / 'III-II-I , f V SEE STANDARD PLATE 7078 AND SHEET 4 OF 5 FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. �CD-', -11 Tr MATERIAL Pg����R�P 2 I 5p 4 1 2 S ©7 CURB HEIGHT. o �� 2" CLEAR c�i S� P A i z F6L CURB HEIGHT. I hereby certify that this plan,specification Y ��/� p� ROCK (MIN.) COMPACTED BACKFILL (gyp vN M/ OR V COURB + 0 / OR GRADING 3 DETECTABLE WARNINGS MAY BE PART OF 4'%9'LANDING AREA IF IT IS NOT or report was prepared by me or under my y / •� FEASIBLE TO EDJOINT THE MATER OUTSIDE OF THE DETECTABLE RWARNINGSHALL AREA. 2 V TIERED PERPENDICULAR O 1/2• PREFORMED JOINT FILLER MATERIAL AASHTO M 213.JOINT FILLER SHALL BE PLACED direct supervision and that I am a duly o FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK.JOINT SHALL BE FREE OF B.DEBRIS. CRF j NON-SELECT BACKFILL MATERIAL v RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. Licensed PFOfeSSIOnaI Engineer under the 2 RADIAL DETECTABLE WARNINGS SMALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM 9 ?:: THE BACK OF CURB. laws of the State of Minnesota a NON-SELECT 3.0' TFR VAR ,'o"MIN. CURB OR REWIRW LANDING ©A O =: Q SEE PEOESTRGN ACCESS ROUTE CURB AND GUTTER DETAIL FOR INFORMATION ON ° Irf MAX. COMPACTED BACKFILL CURB AND GUTTERRAMP .. CONSTRLCIING CURB AND GUTTER AT CURB OPENINGS SEE SHEET NO.3 OF S. U 1 BACKFILL MATERIAL �*J L4" R. �.�•,,.,, o-� ° ©4'BY 4'M1N.LANDING WITH MAX.2.OY.SLOPE IN ALL DIRECTIONS. 3.O 5 .•: T.A'.'! •'.°' ! •' •.8:.E: OT IF LONGITUDINAL SLOPE IS GREATER THAN 5.044'X 4'MIN.LANDING WITH MAX a MAX. ' `� 002 FT TT 69%••°"'°'a° 2.OX SLOPE IN ALL DIRECTIONS REQUIRED. Name: )OSeph T. Radach, P.E. N -III=J- = III ` +•' QB V CURR.IF LKED°SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF tp -� :•: :�"•:•'.'~ >0.05 FT./FT.AND 6" MIN. _ " COMPACTED BACKFILL 10.0' =III-11 11�L-11-1Tk 6" WAY ALLOWS.SEE SHEET 5 OF 5 CONCRETE S O.OB3 FT✓FT PREFERRED 4 9 SEE SHEET 4 OF 5.TYPICAL SIDE TREATMENT OPTIONS•FOR DETAILS ON FLARES /�/f O O O O MIN. , WALK 2 1 4 O ANO RETURNED CURBS. Signature: /JOe M o T SECTION A-A ®DIAGONAL RAMPS SHOULD ONLY BE USED AFTER ALL OTHER CURB RAMP TYPES HAVE BEEN --(( T PERPENDICULAR/TIERM/DIAGONAL EVALUATED AND DEEMED IMPRACTICAL. BOTTOM OF UNSTABLE MATERIAL DEPRESSED CORNER LEGEND Date: 11/04/16 License #: 45889 N S0. THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. 10 CURB OR VAR° 4'0"MIN. IF SITE CONDITIONS WARRANT.LONGITUDINAL SLOPES UP TO IL3X .NO CURB AND GUTTER OR FLATTER ARE ALLOWED. CURB OR 4'0"MIN.O REQUIRED LANDING 3 ° CURB AND GUTTER REQUIRED LANDING- OS INDICATES PEDESTRIAN RAMP-SLOPE SHALL BE BETWEEN L4„ R. 11 AND MINIMUM CRM S 8.37.MAXIMUMO D!THE DDiECTIIXi SHOWN 5 - AND THE CRDSS SLOPE SHALL NOT EXCEED 20X ::s.,'.>'•;,.;`. 0.02 FT./FT.W%. .•6, ,• F INDICATES PEDESTRIAN RAMP-SLOE SHALL BE GREATER >0.02 FT./FT.AND �':°�•�'.:.'. .• � THAN 2.OX AND LESS THAN S.DY.IN THE DDiECTION SHOWN 4 M ETE 50.05 FT./FT PREFERRED AND CROSS SLOPE SHALL NOT EXCEED 2.OX O 8., N CONCRETE 0.02 FT✓FT.MAX.© SfuDAID pL,H sIrAT Ila .N••I 4 ROCK CONSTRUCTION ENTRANCE 8 SUBGRADE CORRECTION SECTION B-B WALK 5-297.250 Q OF 5) PEDESTRIAN CURB RAMP DETAILS of FAN SECTION C-C 5iA1D"O APRILL IG. C7 NO SCALE C7 NO SCALE PARALLEL/DEPRESSED CORNER STATE PROJ.NO. (TH ) SHEET NO. OF SHEETS w m CzC CASTING A B CASTING A B CASTING A B G R1Ln 642B 27" 7" R1642B 27" T' -- R-3290-VB (IN CURB) 2'x3' 4" \ 1M NOTE: NOTE: ESS.BR0.309 27" 7" ESS.BRO.309 27" 7" R 3382(IN VALLEY GUTTER) 2'x3' 4" Z CLEANOUT CAP SHALL BE ENCLOSE LONG SWEEP BEND OR ;'r - C POUR CONCRETE INVERT TO SPRINGLINE _ THREADED MALLEABLE IRON PVC WYE IN CONCRETE AS -- ---- POUR CONCRETE INVERT TO 0 OF PIPE&SLOPE 2"/FT.TOWARD PIPE. W (� Q� (GALVANIZED) SHOWN. SPRINGLINE OF PIPE&SLOPE \ \l DIMENSION FROM BACK OF CURB TO 00 �. 2"/FT.TOWARD PIPE. f 0 ! CENTER OF PIPE. 4'DIA.MH 9"IN FROM BACK OF CURB I SPRINKLED BUILDING / \ \ 5 DIA.MH 3'IN FROM BACK OF CURB O M / 1 �, MANHOLE STEPS SHALL BE PLACED SO ; �� 6 DIA.MH 3"BEHIND BACK OF CURB � o THAT OFFSET VERTICAL PORTION OF MANHOLE STEPS SHALL BE PLACED SO STEPS +ti O - ' T DIA.MH-9'BEHIND BACK OF CURB CONE IS FACING DOWNSTREAM. THAT OFFSET VERTICAL PORTION OF 8'DIA.MH 15'BEHIND BACK OF CURB " 0 CONE IS FACING DOWNSTREAM. y Z +• - SCH.40 PVC CLEANOUT w X RISER WITH FEMALE THREADED INSERT FIRE SERVICE LINE PLAN NEENAH FRAME AND COVER OR EQUAL, PLAN MIN.OF 2,MAX.OF 6 HDPE ADJUSTMENT L W z LL _LIi " R LETTERED,"STORM SEWER",WITH 2 Z CONCEALED PICK HOLES. PLAN / RINGS ANDA 4"CONC.COLLAR ON THE L GATE VALVE AND BOX % / OUTSIDE. MAXIMUM 16"ADJUSTMENT, (' DOMESTIC SERVICE LINE NEENAH FRAME AND COVER OR EQUAL O SET CASTING 1/8"TO 1/4"BELOW RINGS&CASTING. z 0 O FINISHED GRADE. / LETTERED, STORM SEWER",WITH 2 m+ U W GATE VALVE OR CURB BOX CONCEALED PICK HOLES. PRECAST REINFORCED CONCRETE SLAB. -SCH.40 PVC WYE TEE MIN.OF 2,MAX.OF 6 HDPE ADJUSTMENT I� ,,✓f � / / MIN.OF 2,MAX.OF 6 HDPE ADJUSTMENT �." "' J ;-m ADS RINGS. MAXIMUM 19' ADJUSTMENT,RINGS SEAL WITH 2 BE RINGS AND A 4' CONC.COLLAR ON THE LONG SWEEP OR ,,< % OUTSIDE. MAXIMUM 16"ADJUSTMENT, A -SEAL WITH 2 BEADS F" &CASTING. OF RAM-NEK a: 00 RINGS&CASTING. OF RAM-NEK *. �TWO450BENDS A I rn W a"i ® POLYPROPYLENE RECAST REINFORCED CONCRETE SLAB MANHOLE STEPS,COPOLYMER POLYPR ( PRECAST CONCRETE MANHOLE SECTIONS P PLASTIC,WITH 112' GRADE 60 STEEL m+ / Y VARIES PER ASTM C478. ALL JOINTS IN MANHOLE L - REINFORCEMENT OR EQUAL,16"ON CENTER. / MANHOLE STEPS,COPOLYMER POLYPROPYLENE TO HAVE"O"RINGRUBBER GASKETS PER0 fa PLASTIC WITH 1/2"GRADE 0 STEEL ASTM C443. Z o' REINFORCEMENT OR EQUAL,16"ON CENTER. - PRECAST CONCRETE MANHOLE SECTIONS L -- _ PLASTIC,WITH 1/2MANHOLE STEPS, oGRADE 60 TEEPOLYMER PROPYLENE Z a "A" / PER ASTM C478. ALL JOINTS IN MANHOLE j GATE VALVE -- PRECAST CONCRETE MANHOLE SECTIONS i o VARIES ¢ REINFORCEMENT OR EQUAL,16"ON CENTER. -- - -- - ~ w_ ~• o ASTM C443. ¢ W 0 R/W LINE _ PER ASTM C478. ALL]DINTS IN MANHOLE > CONCRETE(MIN.113 CU.YDS.) - -- - - -- -- 4'0' TO HAVE 0 RING RUBBER GASKETS PER TO HAVE"0"RING RUBBER GASKETS PER CUT PIPE FLUSH WITH INSIDE � CONCRETE(MIN.1/3 CU.YDS.) ASTM C443. / / FACE DOGHOUSES ¢ FACE OF WALL. GROUT DOGHOUSES a - CUT PIPE FLUSH WITH INSIDE � o� > ~ � INSIDE&OUTSIDE PER MnDOT 2506.262. M END OF LINE CLEANOUT IN LINE CLEANOUT FACE OF WALL. GROUT Q1Q� IWATERM AIN ' I I I - - jy - INSIDE&OUTSIDE PER MnDOT INSIDE&OUTSIDE PER MnDOT /1P 2506.262. = 2506.2B2. POUR CONCRETE INVERT TO SPRINGLINE OF PIPE&SLOPE PRECAST CONCRETE BASE 2"/FT.TOWARD PIPE. s - \ �POUR CONCRETEINVERTTOSPRINGLINE - PRECAST CONCRETE BASE SECTION \�PRECAST CONCRETE BASE SECTION POURED CONCRETE INVERT OF PIPE&SLOPE 2"/FT.TOWARD PIPE. SECTION rrr LAST REVISION: ••• LAST REVISION: rev® LAST REVISION: rev® LAST REVISION: rev• LAST REVISION: Z --r'ir JUNE 2009 ----r MAR 2016 ••iii. JAN 2015 •'i••i+ ]AN 2015 r'ir'ir JAN 2015 O Nevi• Nevi• ev--. ev--. STORM SEWER JUNCTION MANHOLE Nevi• TYPE II SERVICE LINE CLEANOUTS BUILDING SPRINKLER SERVICE STORM SEWER JUNCTION MANHOLE A le Apple Apple Apple WITH REINFORCED TOP SLAB A le CATCHBASIN MANHOLE H ll �( PLATE NO, Valley PATE NO. valley PLATE NO. valley PLATE NO. V ll y, PATE ND. SER-3 SER 6 STO-3 STO-4 Y y STO-5 W a ° J ° 0 CASTING A B CASTING A B 5" — R-3290-VB (IN CURB) 2'x3' 4" R-3290-VB (IN CURB) 2'x3' 4" 1/2"R VARIES .- � 3„R .. - - Z LU R-3382(IN VALLEY GUTTER) 2'x3' 4” R 3382(IN VALLEY GUTTER) 2'x3' 4" �� 1/2"R 1No.2"4 REBAR CC DIMENSION FROM BACK OF CURB TO 3 SLOPE 12"O.C. G ° � 3/4"PER FI CENTER OF PIPE. ( ) NOTE:VANE GRATE 6" A O VARIABLE SEE PLAN 3'0' N j SHOWN a ` 4'DIA.MH-9"IN FROM BACK OF CURB MNDOT 6618 1/2"R \ y 3 R 6618 CONC. p r 5'DIA.MH 3"IN FROM BACK OF CURB PERFORATED PIPE DRAIN AS J 6'DIA.MH 3"BEHIND BACK OF CURB REQUIRED PER PLANS C&G Q� W DIA.MH 9"BEHIND BACK OF CURB O L- % 5��� W T - \ 8'DIA.MH-15"BEHIND BACK OF CURB -_- __- 8" 18" `3/4'LOP FT. 112"R f J / n / (U i - o �_ GUTTER OUT e m U MIN.OF 2,MAX.CO 6 HDPE ADJUSTMENT � 3 FACE OF CURB SLOPE co 11 M 4 J ' 3/4"PER FF 112"R - < Q RINGS ANDA 4"CONC.COLLAR ON THE � ° �1 /// OUTSIDE. MAXIMUM 16"ADJUSTMENT, FLOW DIRECTION O W Q j RINGS&CASTING. ° A PLAN --�_... 8" 12.. ° °d .. ..,... PLAN V a SURMOUNTABLE ------ PRECAST REINFORCED CONCRETE SLAB. PLAN 12" 12" ;. C? A CONC.DRIVEWAY O 18' PAVEMENT `' :. \� SEAL WITH 2 BEADS SET GRATE 2"BELOW GUTTER FACE OF CURB ROAD OF RAM-NEK. GRADE. TRANSITION GUTTER 12'R 7 16" a SURFACE NC.COLLAR ON THE VARIES OUTSIDE.RINGS DMAXIMOM 16'ADJUSTMENT, GRADE NE 10'EACH SIDE OF CATCH r 1/2R 68"R TOP BITUMINOUSTTYIL)MAT a 6„ MIN.OF 2,MAX.OF 6 HDPE ADJUSTMENT i Y RINGS&CASTING. a // 1/2"R MANHOLE STEPS,COPOLYMER POLYPROPYLENE \ TOP-OF CUR_B___ L� �' -7- 3 R ' w ° ; 1 PLASTIC,WITH 1/2"GRADE 60 STEEL 1 ��'(. �� FLOW LINE MOUNTABLE 1 / SLOPE 112"R REINFORCEMENT OR EQUAL,16"ON CENTER. __ __ a ° O �3. 3/4"PER FT. NO.4 REBAR i (TYPICAL) AGGREGATE BASE / PER ASTM C NC ALL JOINTS IN MANHOLE PRECAST GUTTER IN (PER STREET TYPICAL SECTION) i PRECAST CONCRETE MANHOLE SECTIONS 24'X 36' 17 1/2" 10 1/2" " ^ SECTION A-A TO HAVE"O"RING RUBBER GASKETS PER 4" 28 ASTM C443. D 1/2"R QSQE. n' 1/2"R 8" 12.. CUT PIPE FLUSH WITH INSIDE GROUT DOG HOUSES INSIDE& 1_ �� 5 SLOPE .' 1 3/4"PER FF IA CONCRETE DRIVEWAY CONSTRUCTION • FACE OF WALL. GROUT DOGHOUSES OUTSIDE PER MnDOT 2506.262. ! V INSIDE&OUTSIDE PER MnDOT 2506.2B2. ° / 3"MIN.POURED ¢ a A.CONSTRUCT 6"CONC.DRIVEWAY PAVEMENT W/#4 BARS @ 12" DRIVEWAY / 3"GROUT PER MnDOT 2506.262. j CONC.INVERT,SLOPE ^ EACH WAY&2.5"CLEARTO TOP OF CONCRETE. / TOWARD PIPE B.SAW JOINTS 2"DEEP @ 10'MAX.SPACING EACH DIRECTION QJ ' SEAL WITH 2 BEADS PRECAST CONCRETE BASE 12"-SURMOUNTABLE WITHIN 12 HRS.OF CONC.PLACEMENT. FILL JOINT WITH SEALANT. OF RAM-NEK. 18"6618 C.PLACE 1/2"EXPANSION JOINT MATERIAL BETW.DRIVEWAY \ L O �.` SECTION "A"=1.6"B618 PAVEMENT AND CURB&GUTTER. FILL WITH JOINT SEALANT. I l SECTION PRECAST CONCRETE BASE X12"-SURMOUNTABLE 2.4"-SURMOUNTABLE Z U Lf) 8"-B618 — Ln LAST REVISION: LAST REVISION: A#PR : LAST ISION:a-NiiNrev• . rev•r •-r'ir OCT 2009 r'-r'ir JUNE 2014 TYPE II "" TYPE II "" rr•r •'•• NON-RESIDENTIAL DRIVEWAY J ..®• ®®® CURB&GUTTER ®•® 6612 CURB&GUTTER ••® Apple CATCHBASIN MANHOLE WITH SUMP PATE NO. Apple CATCHBASIN PATE NO. Apple PLATE NO. A le P ATE -- A le (CONCRETE ENTRANCE) p ATE N0. > aj lley STO-5S Valley STO-6 Valley STR-1 ll y STR-2 ll y va STR-5 W = J � > ZLr) � VARIABLE WALK a rl J A (DADA REQUIRED TRUNCATED DOME Il PER MN/DOT STD.PLATE 7038A 6" COMPACTED BACKFILL TRAFFIC SIGN SPECIFICATIONS 6' 6" 0.$D j 2000#CONCRETE w I COMPACTED BACKFILL a RADIUS CURB STOP SIGN SHALL BE R1-1,30"X30"OR VARIES - 3" N. z \� (SEE PLAN) TRAFFIC AS DIRECTED BY CITY ENGINEER. 0 5 D D" OUTSIDE LOCLASS A AD FACTOR 2 3 - + + + + + + + + + + + + + + + + STOP SIGN AND STREET SIGNS SHALL D - B SIGN IA.OF PIPE 12" 11-b+ - + ++++++-++ +++ +++++++++++ +�_ NOT BE INSTALLED ON THE SAME POST. CONCRETE BACKFILL TO 0.5 OF + ° MATERIAL BOUTSIDE EDDING DIAMETER WITH SHAPED =-+, + ++ + + + GRANULAR BORROW �o - - - + + + - ++ + + D+12"MIN. o g ? ° _I + + - + D +++++ �_l MNDOTSPEC.3149.2B1 ALUMINUM SHALL BE 5052-H38 OR �- + + + + +__ + + + 6061-T5 ALLOY; 5"CONC.WALK(CLASS 3W32C) 12„ - 1 I� _+++++++ ° 4"AGGREGATE BASE,CLS + + + + + + + + - -H—H- + � - ° SIDE DE UP TO 3006E 1100 ON THE LONGEST - D - r j COMPACTED BACKFILL 1 I-III=III-III IIS+ REVISIONS BACK -_ OF CURB NA BLE 1. 12/21/16 City comments. m --�:4�VARIA MATCH EXISTING * 3 FOR 4 cuR6 HGr. CONCRETE WALK -- DI =OUTSIDE , o -I ++++_+-+ __ ���+++ i1 COURSE FILTER AGGREGATE -� D+12"MIN.r` DIA.OF PIPE 2 � LK 5'FOR 6' CURB HGT. —j - FACE OF CURB D/4 BUT NOT l + + + + + + MNDOT SPEC.3149H. v REFLECTING SHEETING SHALL BE m LESS THAN 6' 3• ry A DIAMOND GRADE VIP. ROUND ALL SLOPED -III III III-III-111=II- 4. PLAN o ALL SIGNS SHALL CONFORM TO MN/DOT = - _ - LOAD FACTOR 1.9 PIPE FOUNDATION &BEDDING IN INTERSECTIONS SPEC.3352,SIGNS,DELINEATORS AND "D"=OUTSIDE CLASS B TOP OF CURB % o D+12"MIN DIA.OF PIPE GOOD SOILS v / ° MARKERS-STANDARD SPECIFICATIONS - --- 5. STEEL FOR CONSTRUCTION. HAND SHAPED FROM ANGULAR m ° CHANNEL {� BEDDING MATERIAL 6. VARIABLE o o POST CHANNEL POST SPECIFICATIONS 6 ( - _I-COMPACTED DRAWN BY: JTR MATCH EXISTING STEEL CHANNEL POSTS SHALL WEIGH _ III 1 - BACKFILL 3'FOR 4"CURB HGT. 3LB,/T, 1' VARIABLE 1' - D III COMPACTED BACKFILL �� DESIGNED BY: JTR WALK * + + - + +++++++ + + + + - + + + + + 5'FOR 6"CURB HGT. POSTS SHALL BE OF THE 4-RIB DESIGN, _) III y �= VARIABLE GALVANIZED AND PUNCHED ON 1" - r I ID"-OUTSIDE r CLASS C-1 I + � + + + + + + + + + + + I_ ISSUE DATE: 11/04/16 I LOAD FACTOR 1.5 �- � CENTERS. 1 0.5 D '~ T' + f + + +- _-' — - - + + + + + 1 + - + + + MNDOT SPEC.3149 261 p GRANULAR BORROW ° DIA.OF PIPE - + + + + + D,g D- + + + Ir S E E SECTION B-B D+12'MIN. HAND SHAPED FROM FIRM i + + + + + + + - + + E - E UNDISTURBED SOIL 6" T6'PAY DEPTH .± / / / / / / / / / /+ + I hereby certify that this plan, specification fI =' or report was prepared by me or under my = IMPROVED PIPE FOUNDATION direct supervision and that I am a duly 8" VARIES 4'-0" 3"TYPE SPWEA330B WEAR COURSE 6" o IEEE6"AGGREGATE BASE,CL.5 - it 11 INCREMENTS( - / / / / / / / / I, MNDOT SPEC.3149.2G.1 D j COMPACTED BACKFILL / / / / / i (TABLE 3138-3,CLASS Licensed Professional Engineer under the v DESIGN STREET BITUMINOUS jl cll=1 1-III-III�I� ) laws of the State of Minnesota GRADE - i "D"=OUTSIDE o MAX.20.1 I! -MAX � SIDEWALK OR o - BITUMINOUS WALK D/4 BUT NOT +++-+ D +++++ -I r) COURSE FILTER AGGREGATE MNDOT D+12"MIN. DIA.OF PIPE MAX 50:1 ° _ + + + + + + - : SPEC. v THAN 6' II Name: Joseph T. Radach, P.E. I ittr-tn ,o l 6"CONCRETE "D' =OUTSIDE LOAD FACTOR 1.5 PIPE FOUNDATION &BEDDING INSignature: Q! � 0 B6 CONC.CURB \ 4"AGGREGATE BASE,CLS D+12"MIN. DIA.OF PIPE CLASS C-2 POOR SOILS &GUTTER \\ SECTION A-A -TRUNCATED DOME HAND SHAPED FROM ANGULAR Date: 11/04/16 License #: 45889 BEDDING MATERIAL 0 0 71 : LAST REVISION: LAST REVISION: LAST REVISION: LAST REVISION: : LAST REVISION: rev• r.• •r• •.• rev• w -ir'ir JAN 2015 -i-ir OCT 2009 iiiA MAR 2016 --r'ir JAN 2015 r'-r'ir JAN 2015 o •rrr •... •••• .rrr •rrr ••• PEDESTRIAN CURB RAMP ••• ••• CONCRETE&BITUMINOUS ••• BEDDING METHODS ••• BEDDING METHODS TRAFFIC SIGN IN GROUND N A le TYPE 1 Apple Apple WALK DETAILS A le FOR RCP OR DIP A le FOR PVC ll y PLATE NO. Valley PLATE NO. Valley PATE�d0. ll yjl� PLATE NO. ll y PLATE No. Of STR-8 STR-22 11C� STR-35 GEN-1 GEN-2 ^ y y z Ln z � � ED 1 . 1 z KEY N O M 1.)RIGID OR FLEXIBLE PAVEMENT w BE g a a a a a a a a a a 11 2.)GRANULAR ROAD BASE 3.)12"MIN.FOR DIAMETERS THROUGH 96" 18"MIN.FOR DIAMETERS FROM 102" W z LL. 4 AND LARGER MEASURED TO TOP OF LI Z RIGID OR BOTTOM OF FLEXIBLE L PAVEMENT. 3 O 00"RISER ¢ 4.)FREE DRAINING ANGULAR WASHED FRONT Uz O STONE 3/4"-2"MIN. PARTICLE SIZE. W 0 0 PIPE� NOTE: 5.)GRANULAR BEDDING,ROUGHLY ••I SHAPED TO FIT THE BOTTOM OF PIPE, MANWAY WITH DIAMETERS 4 FOR CMP ED P P PLAN SYSTEMS WITH DIAMETERS48"AND (0 4"-6"IN DEPTH. LARGER.MAN WAYS MAY BE REQUIRED z DD W ON SMALLER SYSTEMS DEPENDING ON 4- d- e 6.)CONTECH C-40 OR C-45 ACTUAL SITE SPECIFIC CONDITIONS. W NON-WOVEN WRAPPIGEOTENG TR TYPICAL MANWAY DETAIL Z M REQUIRED,WRAPPING TRENCH ONLY. SCALE:N.T.S. o O N RISER(TYP.) � - - w 5ISEE DETAIL ___===='I" _I''I'I Z i1 Q) 6 '`--=====� W O O 0, FOUNDATION/BEDDING PREPARATION =______ M = CD a PRIOR TO PLACING THE BEDDING,THE FOUNDATION MUST BE CONSTRUCTED TO °I A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION,THEY SHALL BE REMOVED `L----==db AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE,THE -------- 4 --_ z L---�--�--� dl �� II ��� DlP �� I I�� I � ° II I 1 x x POL1' �€R� ° ii / °, D � 8 DIP - �� z �'� \ I I �I � I I II I I SHREDDED ° W 11 ' �\ I ° e - II ° , ■ SEED MIXES > L-----�--___________��-___-_- ---- _�� _ u_ �° �� 8" PVC H I 25-131 Low Maintenance Turf CD O (y) HARDWOOD ° �- a --- ° >---> . I II w \ X MULCH L----- --------� -- ---------- Ja- ------ '"� °, A I I O to o 2 °I Common Name Scientific Name Rate(Ib/ac) Rate(kg/ha) %of Mix Seeds/sq ft \ �J I (by weight) / - sib I I ° ° 1 red fescue Festuca rubra 64.00 71.73 29.09% 667.00 y u jFestuca rubra ssp. Z x _ -- _ _--- ___--_ _ -- ---- ---------- - - -- -_- ---- - --J Al I Chewin 'sFescue commutata 44.00 49.32 20.00% 458.60 E w (c I ,I Low Maintenance Poa pratensis Low W > Q \ I I I Kentuckybluegrass Maintenance 36.00 40.35 16.36% 1148.70 W I < >> - - % I Hard fescue Festuca trach h lla 30.00 33.63 13.64% 389.10 Z L >7 » , } O T H /� I ° SheepFescue Festuca ovina 25.00 28.02 11.37% 304.22 C� ^ 0 - Q9I W 1 > Perennial R e rass Lolium erenne 21.00 23.54 9.54% 104.60 V Z IJ O / / I d - Total 220.00 246.59 100.00% 3072.22 � W Purpose: Salt shade and drought tolerant turt rass. Requires less frequent mowing and less ° I � P � 9 9 q q 9 of ro I u � d I 'I II Ol - I I fertilization than conventional tart rass. � to I a 1 Q a and` m e r z �� Planting Area: Statewide J o Q 00 W � I I a Combine all components when blending this mix. � 00 Mesic General a 1 j 1 1 I 25-141 Roadside Z I° °11 0 co M .. of Mix /o / a POLY EDGER 1 I I I a Common Name Scientific Name Rate(Ib/ac) Rate(kg/ha) Seeds/sq ft 0 ra <Q (by weight) � I - ° I I II I.� I °I Park Kentucky I I Y °I ' SHREDDED I I I I I, I bluegrass Poe ratensis Park 15.75 17.65 26.69% 502.50 � Z - I I p \�Iyp /� HARDWOOD V I T° P I O I I /j 11 Perennial R e rass Lolium erenne 13.25 14.85 22.46% 66.00 LL] a I I I LL Smooth Brome Bromus inermis 7.75 8.69 13.14% 25.42 Q) Z 1 D 10 MULCH I W I I ° Canada bluegrass* Poa com ressa 7.50 8.41 12.71% 412.00 0 ° /� r I h I fowl bluegrass Poa palustris 4.00 4.48 6.78% 191.00 LL I slender wheatgrass EI mus trach caulus 2.00 2.24 3.40% 5.08 00 a 3 I ' ° 2 I Timoth Phleum ratense 1.75 1.96 2.97/0 49.50 switchgrass Panicum vir atum 1.50 1.68 2.54% 7.70 n I °° ^ I Grasses Subtotal 53.50 59.97 90.69% 1259.20 I I l a I I a I Alfalfa Medicago sativa 3.50 3.92 5.92% 18.20 Y I \ V a JI I / I 1 V I I° J White Clover Trifolium re ens 2.00 2.24 3.39% 32.70 1 I I I I Forbs S. 5.50 6.16 9.31% 50.90 Total 59.00 66.13 100.00°/ 1310.10 4 I I Purpose: General non-native mix for roadsides with mesic soils. I I I I � » � I I I I ° 1 Planting Area: Statewide I I 1 I/� � �a � ��i� ,,�lura 1 � 1 I ° I Combine all com onents when blendin this mix. - - ' _ - -- �� 'Species in the Shee s fescue complex Festuca s may be used interchangeably with Canada bluegrass in � I � .m P P P ( PP) Y 9 Y 9 a w R Ia I this mix. Varieties must match those listed on the substitution table. Z � ° L 1 1 I Q \ I V I I I I 9R a 9 d a 4 1 O O I / I ! Y 1 \ \ _7 1 I ° i W / 1 < Z I o - 1 I I° < I �/ � Q \ v 1 M 1 I Q o rn 1 i II II II II I `� I a - (n I I O i 11 \. / � S RE DED z rI < HARDWOOD 1 a W a c II Y 'I I I I a D >= F - MUL 9 W Z = ° 1 _ - - - - - - _ II a O � >r� - �� SOD ) ROWS v V I O / �1 < 1 \ a s SEED LIMITS I 1 ' I1 - a N I I J III d 1 a HIND' CURB I 1 j Ili p ° W I L a � 1 a - V I ' °i a c � r II I J N I / � 11 1 II 1 j W V - 111 � �� 1 �' i I 1 11 I 'I Z � x 1 V I a o0 �Ii G Q a r J O W a II 1 2 ' 1 e _ ,_ �aa J II z - °_� � - -� a 1 I °1 O c V II I II 8" DIP --- I I i V l 2 - - I- --->---> - \ a > � I 8° PVC s H II 1 �1 < a a � SHREDDED 1 / / I HARDWOO �� SEED MIX v I \ V I I ^� I QI° a 5 1 41 I 1 ULCH 2 I --- - - __ _____- -___jHD-_--____- I � I I II 1 1 i d I � � 18" RCP � < ' ,� j a B ■ a y SEED ! ��I v LIMITS ° U d' U < 0 I I A � - -- - - - - - - - 1 � � � 3 I 1 \ Q 1 ! /` 1 I1 V�Q� ' I I° 'j ULn 11 V CO POLI' EDGER y ° Z - � ��V�I II///� ��A I II///�, ���I�I//<% v����I II///�� � i I%//� - � 1 I I I � I °I �• L Z < � I � � ��ul�i ������ ��i V (70 ii I v L- -- - ----- ----- ---- - - � Z QJ _ I W . 77 V 37 - � � _ - J 1 / _ - -936 -_ N ---------- \ ° -------------v-------- _--__ V �g35 ------------------------ - - - _�_ \ - --SEEP LIMtTSA ` _ / \ i °11 Vl �,k \ - ------------------ ----------- ------ ---- _ Illi 11 � � -------- , -- - --- -- -�------- v x ---------------------- X933 _- »---> 24., I I L k__ ��---»---»---»---»- -»---»=�-»---»---»--�>>---»--- � � � - - - - - -� 24" RCP °I � _ - _ 0 10 20 40� X934- -- __ -------per-�---- _ - REVISIONS m /� -----__ 1. 12/21/16 City comments. a --__ u --------- -- C IN FEET ) 2 �I g• N - - BENCHMARKS 4. I I■ LANDSCAPE NOTES ■ PLANT LEGEND ■ PLANT SCHEDULE 5 1. TOP NUT HYDRANT LOCATED 600 FEET SOUTH 6. 1. IRRIGATION SHALL BE PROVIDED FOR ALL SOD AND LANDSCAPE AREAS. OVERSTORY TREE CODE QTY COMMON NAMEILATIN SIZE ROOT REMARKS OF 157TH STREET AND 34 FEET WEST OF THE DRAWN BY: SDB 2. SOD AND IRRIGATE ALL DISTURBED AREAS UNLESS OTHERWISE NOTED. 0 2.5�" CAL. A 3 FALL FIESTA SUGAR MAPLE z.5" BSB STRAIGHT LEADER CENTER MEDIAN ON COBBLESTONE LAKE DESIGNED BY: SDB 3. LANDSCAPE BEDS TO RECEIVE 3 OF SHREDDED HARDWOOD MULCH UNLESS OTHERWISE AGER SACCHARUM 'BAILSTA' CAL. AND FULL GROWN PARKWAY. ISSUE DATE: 11/04/16 N NOTED.. ORN, AMENTAL TREE 5 5 SWAMP WHITE OAK 2.5" BfB STRAIGHT LEADER ELEVATION = 932.84 (NGVD 29) QUERCUS BICOLOR GAL. AND FULL GROWN E 4. HEAVY COMMERCIAL GRADE POLI' EDGER SHALL BE USED AROUND THE PERIMETER OF 1.5 GAL. c 4 ROYAL RAINDROPS CRABAPPLE 1.5" BffB STRAIGHT LEADER 2. TOP NUT HYDRANT LOCATED 180 FEET WEST s OF ELMHURST LANE AND 34 FEET NORTH OF I hereby certify that this plan, specification a LANDSCAPE BEDS NOTED ON PLAN. °°'',I'y= CONIFEROUS TREE MALUS X'ROYAL RAINDROPS' CAL. AND FULL CROWN COBBLESTONE PARKWAY. or report was prepared by me or under my 5. REFER TO DETAIL SHEET L2 FOR GENERAL NOTES, PLANTING SPECIFICATIONS, PLANTING '" HT D 30 GRO-LOW SUMAC 5 CONT. PLANT 4' O.G. ELEVATION = 899.775 direct supervision and that I am a duly o RHUS AROMATICA 'GRO-LOW' GAL SPACE EVENLY Licensed Landscape Architect under the v NOTES, IRRIGATION NOTES, AND PLANTING DETAILS. o� SHRUB„/ GROUNDCOVER E 12 JAPANESE WHITE SPIREA 5 CONT. PLANT 3 0.C. laws of the STa5�� o ro. REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL. 12", 24 3ro HT. SPIREAE ALBIFLORA GAL SPACE EVENLY CALL BEFORE YOU DIG u -I. REMOVE ANY BURLAP TWINE ROPES AND/OR WIRING FROM THE TOP AND SIDES OF F 15 BROAERUS S JUNIPER 5 CONT. PLANT 6' O.C. • Name: N � � JUNIPERUS SABINA 'BROADMOOR' GAL SPACE EVENLY 10 ROOTBALL FOR ALL BALLED AND BURLAPPED PLANTS. G 22 KARL FOERSTER REED GRASS POT PLANT 36" O.G. Signature: o GALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' POT STAGGERED , 0 5. REMOVE CONTAINERS AND CUT CIRCLING ROOTS IF PLANTS ARE CONTAINER GROWN. ID Date: 11/04/16 License #: 40647 00 9. ALL PLANTINGS SHALL RECEIVE FERTILIZER AS FOLLOWS: H IO AUTUMN JOY SEDUM Por PLANT 24" O.C. Q SEDUM X AUTUMN JOY POT STAGGERED O o 10. 0-20-20 GRANULAR FERTIZER APPLIED AT THE TIME OF PLANTING AT A RATE OF 12 OZ. I 5 BLACK HILLS SPRUCE 6' 515 STRAIGHT LEADER PER 2.5 CALIPER INCHES OF TREE AND ro OZ. PER SHRUB. SEDUM X AUTUMN JOY Ht FULL FORM TO GRADE J 3 SKYLINE HONEYLOCUST 2.5" B%B STRAIGHT LEADER Know what's below. L1 N GLEDITSIA TRIACANTHOS VAR. INERMIS 'SKYCOLE' CAL. I JAND FULL CROWN Cal l before you dig. �f QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. � Y CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. v GENERAL NOTES: PLANTING SPECIFICATIONS: PLANTING NOTES: z Ln 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON THE PROPERTY WITH THE 1. PLANTING BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM 1. NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE GENERAL CONTRACTOR AND BY GOPHER STATE ONE CALL PRIOR TO STAKING PLANT DEPTH OF 10". AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION. IMMEDIATE AREA. z z ' LOCATIONS. m 00 2. BACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES � PROVIDE AMENDMENTS. 2. ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE • a� 2. COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER REMOVE ALL DEBRIS AND ROCKS LARGER THAN 3"" IN DIA. ARCHITECT PRIOR TO ANY AND ALL DIGGING. O � o � CONTRACTORS WORKING ON THE SITE. Ulu ° ,--I I� 9. FERTILIZATION: IT IS RECOMMENDED THAT NEWLY PLANTED TREES AND SHRUBS SHOULD 3. IF THE LANDSCAPE CONTRACTOR PERCEIVES AND DEFICIENCIES IN THE PLANT SELECTIONS, SOIL z w x 3. WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUB MASSINGS ARE FOUND ON THE SITE NOT BE FERTILIZED THE FIRST YEAR. IF NECESSARY, BEGIN FERTILIZING TREES AND CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL w z WHETHER SHOWN ON THE DRAWINGS OR NOT, THEY SHALL BE PROTECTED AND SAVED SHRUBS THE SECOND YEAR AFTER ESTABLISHMENT AT A RATIO AND RATE BASED ON A ESTABLISHMENT, SURVIVAL OR GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE z UNLESS NOTED TO BE REMOVED AND/OR ARE WITHIN THE GRADING LIMITS. ANY QUESTION SOIL TEST. ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. U z o REGARDING WHETHER PLANT MATERIAL SHOULD OR SHOULD NOT REMAIN SHOULD BE Q 0 BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. le. MULCH MATERIAL: AS SPECIFIED ON LANDSCAPE PLANS. MASS MULCH ALL PLANTING 4. ADJUSTMENTS IN THE LOCATION OF PROPOSED PLANT MATERIAL MAY BE NEEDED IN THE FIELD. LLJ U < -20-1 00 BEDS TO 3" DEPTH OVER FIBER MAT WEED BARRIER. ALL PERRENIAL PLANTING BEDS SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. w - 4. ALL EXISTING TREES TO REMAIN SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER WEED MAT BARRIER. �1 0 ru M to AND DAMAGED OR RUBBING BRANCHES. ALL DECIDUOUS AND EVERGREEN TREES TO RECEIVE ro" DEEP SHREDDED HARDWOOD 5. ALL PLANTS TO BE INSTALLED PER PLANTING DETAILS. > r MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. w 5. BB TREES AND SHRUBS ARE BALLED AND BURLAPPED. (o. ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHOULD BE CLEARLY a c 11. TREE STAKING: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE M = ro. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED THE TREES ACCORDING TO THE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVED PRIOR TO OWNER ACCEPTANCE. a OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO SUBMISSION TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS OIN AN UPRIGHT OF BID AND/OR QUOTATION. AND PLUMB CONDITION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD, I. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SEED/SOD SHALL BE HELD 1" ESPECIALLY WHERE VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEM. BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 1. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 12. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE 8. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES IN THE FALL SLOPES STEEPER THAN 3 : 1 OR IN DRAINAGE SWALE&, THE SOD SHALL BE STAKED TO THE Z 8. THE CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED PRIOR TO 12-1 AND REMOVE ALL WRAPPING BY 5-1. GROUND. 0 H MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE W WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE 13. RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE 9. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE TO RECEIVE SOD. J CONTRACTOR. NOTED. a ao 0 le. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATORS AT NO COST TO THE OWNER. J a 9. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE 14. PLANTING PLAN: ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON W W INSPECTION. THE PLANS. THE PLAN TAKES PRECEDENCE OVER THE NOTES. RESPECT STATED 0 Z DIMENSIONS. DO NOT SCALE DRAWINGS. W 0 10. WARRANTY FOR THE LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE IRRIGATION NOTES: ^ ' Y THE LANDSCAPE ARCHITECT AFT TH COMPLETION OF PLANTING ALL LANDSCAPE a U J au B E EER E E E 15. EDGING EDGING SHALL BE 4- P.V.0 COMMERCIAL GRADE EDGING WITH THREE (3) METAL (� W a j MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. ANCHOR STAKES PER 2e FOOT SECTION, UNLESS OTHERWISE NOTED ON THE PLAN. ALL 1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SHOP DRAWINGS ILLUSTRATING -I MASS PLANTING BEDS SHALL HAVE EDGING PLACED BETWEEN MULCH AND ANY IRRIGATION PLANS AND SPECIFICATIONS AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE 0 m V a 11. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR ADJACENT TURF AREAS. SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER. Z 0 W Q FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO a Vx ADDITIONAL COST TO THE OWNER. 2. VERIFY EXISTING/PROPOSED SYSTEM LOCATION. J x 3. UNLESS OTHERWISE NOTED, ALL SOD/SEED AND PLANTING AREAS INDICATED ON THE PLAN SHALL BE 0 NOTE TWO (2) ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED. U 1e40% IRRIGATED. THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT OF WAY BETWEEN THE �( NOTE: TWO (2) ALTERNATE METHODS OF IT IS THE CONTRACTOR'S OPTION TO STAKE TREES, HOWEVER THE PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS ARE PROPOSED. TREE STAKING ARE ILLUSTRATED. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB Cl POSITION THROUGHOUT THE GUARANTEE PERIOD. 4. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED IT IS THE CONTRACTORS OPTION TO AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND STAKE TREES, HOWEVER THE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. AND ABUTTING BUILDING FOUNDATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION 5. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION THROUGHOUT THE GUARANTEE PERIOD. SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH V REQUIREMENTS J v d- C�CI SCARIFY BOTTOM AND SIDES OF HOLE .L o PRIOR TO PLANTING. Z _U In ( � Z = Ln YA 1 ro POLYPROPYLENE OR = v POLYETHYLENE (48 MIL, 1.5 1(o" POLYPROPYLENE OR POLYETHYLENE J r > WIDE STRAP, TYP) (4e MIL, 1.5" WIDE STRAP, TYP) Z L a J DOUBLE STRAND 14 GA. WIRE- DOUBLE STRAND 14 GA. WIRE- 3' AT 128° INTERVALS 3" AT 120° INTERVALS NOTE: HAND LOOSEN ROOTS OF TREE WRAP TO FIRST BRANCH CONTAINERIZED MATERIAL (TYP). (O 8,-e„ (o FLAGGING, ONE PER WIRE FLAGGING, ONE PER WIRE SCARIFY BOTTOM AND SIDES OF STEEL STAKE ROOTBALL TO SIT ON SUBGRADE ROOTBALL TO SIT ON SUBGRADE HOLE PRIOR TO PLANTING. REvisioNs 3 1. 12/21/16 City comments. a V MULCH, ro" SHREDDED HARDWOOD MULCH, ro" SHREDDED HARDWOOD SPREAD 2. SHRUBS TO SIT ON SUBGRADE 3 PLANTING SOIL, SEE SPEC PLANTING SOIL, SEE SPEC MULCH 4"" SHREDDED HARDWOOD 4. SUBGRADE SUBGRADE a s. LANDSCAPE FABRIC, SEE SPEC. 6. 2" X 2" X 24" WOOD ANCHOR SOD/SEED OR GROUNDCOVERJ;� 4" P.V.0 EDGING DRAWN BY: sD6 m STAKE, SET AT ANGLE _ 2"" X 2"" X 24" WOOD ANCHOR a PLANTING SOIL SEE SPEC. DESIGNED BY: sD6 SOD/SEED OR GROUNDCOVER 8 -e ISSUE DATE: 11/04/16 STEEL STAKE STAKE, SET AT ANGLE HEIGHT TOPSOIL REFER TO PLAN FOR E GROUNDCOVER 12 TOPSOIL I hereby certify that this plan, specification y JAI or report was prepared by me or under my SUBGRADE UAW I � direct supervision and that I am a duly 0 Licensed Landscape Architect under the laws of the S=a - = -III I I I I I-I II I-I I I I I I I-I -III-III-III III-III-I o I I-I I- I-III I I-I I- I-III I I-1 I II I I- I I I I I-III-I I Name: 24 -III III -I II 2 -I I III -I In I I-Ti=Ti=Ti I-I 11=1TI=1 l I =111 I-1 I Ti-Ti =111 I I I I =1 I I 1 1=1 1=1 1= -111-1J-1-1 1=1111 I I1=11 = - I- I I=111=1 I=III I I1=11 = - 1= I I-1 I I=I -III=I I1=III =III=11 SHRUBS TO SIT ON SUBGRADE Signature: L1-1 1_111_111_=__ __________ __III_III_III_III =III=III=III=III=III=III=III=III=III=III=III=III 111=111=111=I I I=I I I=111=111=111=111=111=111=111=111=111=111- =111=111=111=111=111=1 =111=1I III I=111=III=III=III=III=III=III=III=III=III=III=III- =III=III=III=III=III=1 -III= =III=III= -III=III=III=III=III- Date: 11/04/16 License #: 40647 0 1 DECIDUOUS TREE 2 CONIFEROUS TREE 3 5HRU5 L2 N N L2 LEVEL SITE L2 LEVEL SITE L2 LEVEL SITE of 2 v CONSORTIUM -"N TO.STOREHRON .�� ,;� IIIIIIIIIl111►' �� — 11111 w 9� L3 ■■ �t �� izj _ �■ �■ _.� ----- �� ■gip■ x ■��■ - _, ■■ ■■ SII �� 1001-0. f �7 `11 = - � 11 t1 ■1 ISI= VAI 11 11 �J _ �...�I® SIV®11��1' it . . OmTRASH NORTH ELEVATION -A- M i a7RA5H SOUTH ELEVATION fd LP..3"K"ir B n • 5 RONTloq Ifloo.-c. COBBLESTONE — � LAKE MEDICA CENTER APPLE VALLEY, MN ELEVATIONS TO STOREFRONT �� , '� I e NT 111111 IIIIIIa s, � w�;3, i IAS 1--'\ 4 1411 MIN�l III fto, -c._c c tido. y ---- - �� �m ; ■■ mom $-------------- ■■ �■ ■■ on MII ■■n■ ■■■■ i e 10M - � : I_- —_ � III � .��• Y��� �,4 m ' R =I �. �7mol" NINE�. ME wm ■m m0 0 ■■ J tom' Ell 11COBBLESTONE LAKE , . APPLE VALLEY, MN © mCENTER ELEVATIONS 75 ,. t . : MMMM a ONE 7 NONE ■t -- � � © O CONSORTIUM 51-1 ---- - - ��r - --- �■ �■ ,_� y �_ ■� ■■ �I �� ■fin■ �' ■��■ .` .- AM � V1Jei � � a OmTRASH NORTH ELEVATION ."_ . 5 TRASH 5OUTH ELEVATION JN T ELEVATIONS TD.STOPEFRONT f F r �.� 1� 11 x. 11 �� �■ �■ ■■ ■■ �' � � � ,� .- - - m F yr, 91111 r�9AA1Al;m` i?�® � -- © O . ARCHITECTURAL CONSORTIUM L.L.C. y - DENTAL 'O 100 MECN tSF /Rnm m'a 110 ETAIL 5, 5 SF a - I 120 DENTAL 0933 933 5E GROSSAREA: 10,236 SF , LEASEABLEAREA 10092 SF mil i uan a..:oo,�nrzw ome � ! _� •; a �.�. _ ___` = J ------ ------------ COBBLESTONE - I LAKE MEDICAL CENTER � a•""� I APPLE VALLEY,MN FLOOR PLAN& E ®®® i m ROOF PLAN wm.nw—� SCALE:AS NOTED a W 9 PL'W a O A 1R45X lNLLO• Ego o Al 1CRM A2M1IIecNral CMum,LLC.2016 1/12/2017 COBBLESTONE LAKE MEDICAL OFFICE APPLE VALLEY CITY COUNCIL PRESENTATION JANUARY 12, 2017 APP,I- COBBLESTONE LAKE MEDICAL OFFICE REQUEST 1. Subdivision of an existing 1.96-acre lot into two lots. Lot 1 would be 1.45 acres and Lot 2 would be .51 acres 2. Site plan/building permit authorization to allow for construction of a 10,236-sq. ft. single-story office building on Lot 1 Ap,V1.�e 1 1/12/2017 LOCATION MAP -COBBLEST-QNE A E.P vl '* 27 i o m ISO, 0 I l Zf w SITE WQ p I k 60TH ST COMP PLAN MAP 0 0 p�i6TTHST-W�� Y Q F' � O -� a 168THSTW z' ® W (J 158TH ST-W c� ®p--a o SITE 160TH ST.W' - Ap,,I. "MIX"(Mixed Use) 2 1/12/2017 ZONING MAP 6 snrn sxw� �� 7 e R 6 3 'asemsrw 6 iseix eT w e D 8 SITE 3 "PD-703/zone 6"(Planned Development) PRELIMINARY PLAT - COBBLESTONE LAKE COMMERCIAL 7TH ADDITION I LOT 1 –— � LOT 2 I Ap ejIe 3 1/12/2017 SITE PLAN rr it- App'l.Ie GRADING PLAN IIJ i �PPVe��e 4 1/12/2017 UTILITY PLAN FAA— pPPVa��e LANDSCAPE PLAN !, i Ap,,I.�e 5 1/12/2017 FLOOR PLAN LEASE DENTAL SPACE OFFICE........... )7 BUILDING ELEVATIONS _m 'Apple vallm _ r 6 1/12/2017 RECOMMENDED ACTION 1. Adopt a resolution approving the Cobblestone Lake Commercial 7th Addition preliminary plat that will create two (2) lots and zero (0) outlots. 2. Adopt a resolution approving the site plan/building permit authorization to allow for the construction of a 10,236-sq. ft. office building and 60 surface parking spaces on Lot 1, Block 1, Cobblestone Lake Commercial 7th Addition. APP1e Va11e 7 0000: ITEM: 5.F. :0:: Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Regular Agenda Description: Adopt Resolution Appointing Acting Mayor for 2017 Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Adopt the resolution appointing the Acting Mayor for the year 2017. SUMMARY: The Acting Mayor shall perform the duties of Mayor during the disability or absence of the Mayor from the City, or in the case of vacancy in the office of Mayor, until a successor has been appointed and qualifies. The City Council is requested to appoint the Acting Mayor for 2017. The attached resolution will be completed according to the Council's decision. BACKGROUND: Minnesota Statutes § 412.121 requires that the City Council, at its first meeting of each year, choose an Acting Mayor from the Council Members. BUDGET IMPACT: N/A ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2017 RESOLUTION APPOINTING THE ACTING MAYOR FOR 2017 BE IT RESOLVED, that the City of Apple Valley, Dakota County, Minnesota, that Councilmember be appointed as Acting Mayor for the year 2017. BE IT FURTHER RESOLVED, that the Acting Mayor shall perform the duties of the Mayor during the disability or absence of the Mayor from the City. Absence of the Mayor from the City is defined as a continuous period of over 24 hours. ADOPTED this 12th day of January, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk *00 *000 *000 09000 ITEM: 5.G. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Regular Agenda Description: Adopt Resolution Appointing Member to Fill Vacancy on Planning Commission with Term Expiring March 1, 2017 - Removed from agenda Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Adopt the resolution appointing the member to the Planning Commission for a term expiring March 1, 2017. SUMMARY: Four applications for the Planning Commission 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 Planning Commission. David Cherner Jodi Kurtz David McKenzie Garrett Zaffke There is one vacancy. This appointment has a three-year term expiring March 1, 2017. If the City Council would like to proceed with filling the vacancy, ballots will be distributed. Following the balloting process, a motion should be made adopting the resolution appointing the individual to the Commission. BACKGROUND: On October 27, 2016, the City Council authorized accepting applications to fill the Planning Commission vacancy through December 16, 2016. 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 PLANNING COMMISSIONER WHEREAS, Section 32.02 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Planning Commission; and WHEREAS, a vacancy now exists on the Planning Commission due to the resignation of Angela Polozun. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that is hereby appointed to the Planning Commission for a term expiring March 1, 2017. BE IT FURTHER RESOLVED that members of the Planning Commission are then as follows: Name Term Expires 1. Keith Diekmann March 1, 2017 2. David Schindler March 1, 2017 3. Vacant March 1, 2017 4. Ken Alwin March 1, 2018 5. Thomas Melander March 1, 2018 6. Tim Burke March 1, 2019 7. Paul Scanlan March 1, 2019 ADOPTED this 12th day of January, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk *00 *000 *000 09000 ITEM: 5.H. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Regular Agenda Description: Adopt Resolution Appointing Members to Fill Vacancies on Telecommunications Advisory Committee with Terms Expiring March 1, 2017, and March 1, 2018 - Removed from agenda Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Adopt the resolution appointing members to the Telecommunications Advisory Committee for terms expiring March 1, 2017, and March 1, 2018. SUMMARY: Three applications for the Telecommunications 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 Telecommunications Advisory Committee. David Cherner Mark Moore Richard Wolterman There are two vacancies. Both appointments have a three-year term with one expiring March 1, 2017, and one expiring March 1, 2018. 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 October 13, 2016, the City Council authorized accepting applications to fill the Telecommunications Advisory Committee vacancies through November 30, 2016. 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 TELECOMMUNICATIONS 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 Telecommunications Advisory Committee; and WHEREAS, two vacancies now exists on the Telecommunications Advisory Committee due to the resignations of John Magnusson and David Westbrook. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that is hereby appointed to the Telecommunications Advisory Committee for a term expiring March 1, 2017, and is hereby appointed to the Telecommunications Advisory Committee for a term March 1, 2018. BE IT FURTHER RESOLVED that members of the Telecommunications Advisory Committee are then as follows: Name Term Expires 1. Dale Rodell March 1, 2017 2. Vacant March 1, 2017 3. Vacant March 1, 2018 4. Rollin Bible March 1, 2019 5. Jerry Brown March 1, 2019 ADOPTED this 12th day of January, 2017. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk *00 *000 *000 09000 ITEM: 5.1. 000 Apple COUNCIL MEETING DATE: January 12, 2017 Valley SECTION: Regular Agenda Description: Acknowledge Completion of Service of Parks and Recreation Advisory Committee Members and Authorize Receipt of Applications to Fill Vacancies through February 10, 2017 Staff Contact: Department/ Division: Pamela J. Gackstetter City Clerk's Office ACTION REQUESTED: Acknowledge completion of service on the Parks and Recreation Advisory Committee by Mr. Lee Strom and Mr. Patrick Sullivan, Jr., direct staff to post the vacancies, and invite individuals interested in serving on the Parks and Recreation Advisory Committee to submit an application to the City Clerk by February 10, 2017. SUMMARY: Committee Members Lee Strom and Patrick Sullivan, Jr., have indicated they will be finishing their service on the Parks and Recreation Advisory Committee at the completion of their term on March 1, 2017. Because this will create two vacancies, the Council may wish to extend an invitation to individuals interested in serving on this Committee to submit an application to the City Clerk by February 10, 2017. Appointments could then be made at the second meeting in February. BACKGROUND: This seven-member Advisory Committee is a standing committee with the responsibility to advise the City Council on matters pertaining to the planning and development of parks, trails, and open space, including but not limited to: zoning amendment requests or proposed housing developments that may affect City parks or park and trail needs, and park development bond issues. The Committee shall also serve as the initial forum for consideration of citizen concerns related to the City's park and trail systems. The Parks and Recreation Advisory Committee votes on recommendations, which are then sent to the City Council for consideration. This Committee generally meets on the first Thursday in January, March, May, September, and November, beginning at 7:00 p.m., at the Apple Valley Municipal Center. BUDGET IMPACT: N/A ATTACHMENTS: Exhibit 000 6606 60000 0009 *00 City of Apple Valley MEMO City Clerk's Office CITY OF APPLE VALLEY ANNOUNCEMENT OF VACANCY PARKS AND RECREATION ADVISORY COMMITTEE Two vacancies currently exist on the City of Apple Valley's Parks and Recreation Advisory Committee for a three-year term expiring March 1, 2020. The City Council will fill these vacancies by appointment. This seven-member Advisory Committee is a standing committee with the responsibility to advise the City Council on matters pertaining to the planning and development of parks, trails, and open space, including but not limited to: zoning amendment requests or proposed housing developments that may affect City parks or park and trail needs, and park development bond issues. The Committee shall also serve as the initial forum for consideration of citizen concerns related to the City's park and trail systems. The Parks and Recreation Advisory Committee votes on recommendations, which are then sent to the City Council for consideration. This Committee generally meets on the first Thursday in January, March, May, September, and November, beginning at 7:00 p.m., at the Apple Valley Municipal Center. Persons interested in submitting their names for consideration must file an application with the City Clerk by 4:30 p.m., on Friday, February 10, 2017. Application forms can be obtained on the City's website at www.ciiyofapplevalley.org or at the office of the Apple Valley City Clerk, at 7100 147th Street W., Apple Valley, Minnesota 55124, or by calling 952-953-2506. DATED this 12th day of January, 2017. BY ORDER OF THE CITY COUNCIL Pamela J. Gackstetter City Clerk "�• ITEM: 7. ••• COUNCIL MEETING DATE: January 12, 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 Wed./Jan. 11 6:30 p.m. Municipal Center Urban Affairs Committee Wed./Jan. 11 7:00 p.m. Municipal Center Traffic Safety Advisory Committee Thur./Jan. 12 5:30 p.m. Municipal Center Informal City Council Meeting Thur./Jan. 12 7:00 p.m. Municipal Center Regular City Council Meeting Fri./Jan. 13 7:30-9:00 a.m. Eagan Community MLC Legislative Breakfast Center Sat./Jan. 14 5:00-9:00 p.m. Valleywood Clubhouse Apple Valley Arts Foundation Frozen Apple Concert Series Mon./Jan. 16 City Offices Closed Martin Luther King Jr. Day Tue./Jan. 17 2:00 p.m. Municipal Center Cemetery Advisory Committee Tue./Jan. 17 4:30-7:30 p.m. Galaxie Library Room Volunteer Appreciation Lr139 Open House Wed./Jan. 18 9:00 a.m. Municipal Center Firefighters Relief Association Wed./Jan. 18 7:00 p.m. Municipal Center Planning Commission Thur./Jan. 19 4:30-6:30 p.m. James Barton Design Chamber Business After Hours Build,Inc. Thur./Jan. 26 10:00 a.m. Abdallah Candies Ribbon Cutting Ceremony Thur./Jan. 26 6:00 p.m. Municipal Center EDA Meeting Thur./Jan. 26 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