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Agenda and PacketAGENDA CHANHASSEN CITY COUNCIL MONDAY, JANUARY 14, 2019 CHANHASSEN CITY HALL, 7700 MARKET BOULEVARD A.5:30 P.M. WORK SESSION (Fountain Conference Room) Note: Work sessions are open to the public.If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. 1.City Council Photograph 2.SW Metro Drug Task Force Operations Update (verbal) 3.Review Key Financial Strategies List for Prioritization 4.Discuss Appointment of Acting Mayor, Appointments to Fire Relief Association Board of Trustees, and Optional Appointment to Southwest Transit Commission B.7:00 P.M. CALL TO ORDER C.PUBLIC ANNOUNCEMENTS D.OATHS OF OFFICE 1.Administer Oaths of Office for Mayor (1) and City Council Members (2) E.ORGANIZATIONAL ITEMS 1.Designation of Official Newspaper, Appointment of Acting Mayor, Appointments to Fire Relief Association Board of Trustees, and Optional Appointment to the SouthWest Transit Commission F.CONSENT AGENDA All items listed under the Consent Agenda are considered to be routine by the city council and will be considered as one motion. There will be no separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and considered separately. City council action is based on the staff recommendation for each item. Refer to the council packet for each staff report. 1.Approve City Council Minutes dated December 10, 2018 2.Receive Park & Recreation Commission Minutes dated December 11, 2018 AGENDACHANHASSEN CITY COUNCILMONDAY, JANUARY 14, 2019CHANHASSEN CITY HALL, 7700 MARKET BOULEVARDA.5:30 P.M. WORK SESSION (Fountain Conference Room)Note: Work sessions are open to the public.If the City Council does not complete the worksession items in the time allotted, the remaining items will be considered after the regularagenda.1.City Council Photograph2.SW Metro Drug Task Force Operations Update (verbal)3.Review Key Financial Strategies List for Prioritization4.Discuss Appointment of Acting Mayor, Appointments to Fire Relief Association Board ofTrustees, and Optional Appointment to Southwest Transit CommissionB.7:00 P.M. CALL TO ORDERC.PUBLIC ANNOUNCEMENTSD.OATHS OF OFFICE1.Administer Oaths of Office for Mayor (1) and City Council Members (2)E.ORGANIZATIONAL ITEMS1.Designation of Official Newspaper, Appointment of Acting Mayor, Appointments toFire Relief Association Board of Trustees, and Optional Appointment to theSouthWest Transit CommissionF.CONSENT AGENDAAll items listed under the Consent Agenda are considered to be routine by the city council andwill be considered as one motion. There will be no separate discussion of these items. Ifdiscussion is desired, that item will be removed from the Consent Agenda and consideredseparately. City council action is based on the staff recommendation for each item. Refer to thecouncil packet for each staff report. 1.Approve City Council Minutes dated December 10, 2018 2.Receive Park & Recreation Commission Minutes dated December 11, 2018 3.Resolution 201901 Approve Agreement with Hennepin County for Aerial/Pictometry Service 4.Resolution 201902: Water Tower No. 3 (2999 Water Tower Place) Rehabilitation Project Authorize Ad for Bid 5.Resolution 201903: Approve Purchase of a Replacement Fire Engine 6.Resolution 201904: Delegate Authority to the City's Finance Director to make electronic funds transfers 7.Authorize Payment for Pheasant Hills Park Trail Connection 8.Approve Temporary OnSale Liquor License to Chanhassen Rotary Club, February Festival on February 2 at Lake Ann Park 9.Approval of Temporary OnSale Liquor License, St. Hubert Catholic Community, Cana Dinner on February 9 10.Approve Stipulation for Settlement Agreements for Acquisition of Properties Located at 720 & 750 Vogelsberg Trail in Conjunction with the Highway 101 Improvements, City Project No. 1408 11.Approve Consultant Agreement for Minnewashta Parkway Rehabilitation Project G.VISITOR PRESENTATIONS H.NEW BUSINESS 1.Ordinance 638: Paisley Park PUD Amendment I.COUNCIL PRESENTATIONS J.ADMINISTRATIVE PRESENTATIONS K.CORRESPONDENCE DISCUSSION 1.Review of Claims Paid 01142019 2.Building Permit Valuation Summary 12192018 3.2018 Building Permit Activity 4.Building Permit Data as of 01042019 5.Riley Purgatory Bluff Creek Watershed District 2019 Annual Communication 6.Thank you letter to Joe & Katie Scott 7.December 2018 Website Analytics Overview L.ADJOURNMENT M.GUIDELINES GUIDELINES FOR VISITOR PRESENTATIONS Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen City Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided at every regular City Council meeting during Visitor Presentations. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. AGENDACHANHASSEN CITY COUNCILMONDAY, JANUARY 14, 2019CHANHASSEN CITY HALL, 7700 MARKET BOULEVARDA.5:30 P.M. WORK SESSION (Fountain Conference Room)Note: Work sessions are open to the public.If the City Council does not complete the worksession items in the time allotted, the remaining items will be considered after the regularagenda.1.City Council Photograph2.SW Metro Drug Task Force Operations Update (verbal)3.Review Key Financial Strategies List for Prioritization4.Discuss Appointment of Acting Mayor, Appointments to Fire Relief Association Board ofTrustees, and Optional Appointment to Southwest Transit CommissionB.7:00 P.M. CALL TO ORDERC.PUBLIC ANNOUNCEMENTSD.OATHS OF OFFICE1.Administer Oaths of Office for Mayor (1) and City Council Members (2)E.ORGANIZATIONAL ITEMS1.Designation of Official Newspaper, Appointment of Acting Mayor, Appointments toFire Relief Association Board of Trustees, and Optional Appointment to theSouthWest Transit CommissionF.CONSENT AGENDAAll items listed under the Consent Agenda are considered to be routine by the city council andwill be considered as one motion. There will be no separate discussion of these items. Ifdiscussion is desired, that item will be removed from the Consent Agenda and consideredseparately. City council action is based on the staff recommendation for each item. Refer to thecouncil packet for each staff report.1.Approve City Council Minutes dated December 10, 20182.Receive Park & Recreation Commission Minutes dated December 11, 20183.Resolution 201901 Approve Agreement with Hennepin County for Aerial/PictometryService4.Resolution 201902: Water Tower No. 3 (2999 Water Tower Place) RehabilitationProject Authorize Ad for Bid5.Resolution 201903: Approve Purchase of a Replacement Fire Engine6.Resolution 201904: Delegate Authority to the City's Finance Director to makeelectronic funds transfers7.Authorize Payment for Pheasant Hills Park Trail Connection8.Approve Temporary OnSale Liquor License to Chanhassen Rotary Club, FebruaryFestival on February 2 at Lake Ann Park9.Approval of Temporary OnSale Liquor License, St. Hubert Catholic Community,Cana Dinner on February 910.Approve Stipulation for Settlement Agreements for Acquisition of Properties Locatedat 720 & 750 Vogelsberg Trail in Conjunction with the Highway 101 Improvements,City Project No. 140811.Approve Consultant Agreement for Minnewashta Parkway Rehabilitation ProjectG.VISITOR PRESENTATIONSH.NEW BUSINESS1.Ordinance 638: Paisley Park PUD AmendmentI.COUNCIL PRESENTATIONSJ.ADMINISTRATIVE PRESENTATIONSK.CORRESPONDENCE DISCUSSION1.Review of Claims Paid 011420192.Building Permit Valuation Summary 121920183.2018 Building Permit Activity4.Building Permit Data as of 010420195.Riley Purgatory Bluff Creek Watershed District 2019 Annual Communication6.Thank you letter to Joe & Katie Scott7.December 2018 Website Analytics OverviewL.ADJOURNMENTM.GUIDELINES GUIDELINES FOR VISITOR PRESENTATIONSWelcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen CityCouncil wishes to provide an opportunity for the public to address the City Council. That opportunity is providedat every regular City Council meeting during Visitor Presentations.Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. Whencalled upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Houlihan's, 530 Pond Promenade in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject City Council Photograph Section 5:30 P.M. WORK SESSION (Fountain Conference Room) Item No: A.1. Prepared By Amy Hamilton, Communications Specialist File No: DISCUSSION The City Council is requested to meet in the Senior Center at the beginning of the Work Session for a group photo. CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject SW Metro Drug Task Force Operations Update (verbal) Section 5:30 P.M. WORK SESSION (Fountain Conference Room) Item No: A.2. Prepared By Lt. Eric Kittelson, Carver County Sheriff's Office File No: CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Review Key Financial Strategies List for Prioritization Section 5:30 P.M. WORK SESSION (Fountain Conference Room) Item No: A.3. Prepared By Chelsea Petersen, Assistant City Manager File No: ADM076 DISCUSSION City Council and staff met on January 5, 2019 to discuss setting 2019 Key Financial Strategies (KFS). The attached list is the result of both staff and councilproposed KFS goals. City staff is looking for discussion and any modifications to the proposed KFS list as written. The finalized list will be emailed to the City Council on January 15 for prioritization, and this item will be brought back to the January 28 City Council meeting with the compiled results. The final 2019 KFS will be voted on at the February 11 City Council meeting. ATTACHMENTS: 2019 KFS List for Prioritization 2019 KFS Schedule 2019 Key Financial Strategies/Goals Page 1 CATEGORY GOAL ACTION Ryan Campion Coleman McDonald Tjornhom Average C Consider Implementation of a Lodging Tax With this tax, the Minneapolis Chamber of Commerce could help better market Chanhassen and local attractions as a destination for both metro residents and visitors in town for large-scale events (Final Four, Super Bowl, etc.). C Reconsider a Pedestrian Crossing under or over Highway 5 Look for opportunities along the Highway 5 corridor for an underpass or overpass for pedestrian crossing. A Perform a Pavement Management Deep Dive Staff and City Council will review the current pavement conditions throughout the city and the full OCI map to see specific problem areas. Staff will also review and provide an update on future planned projects and the potential schedule/sequence. Staff should also provide an opportunity to thoroughly review all potential funding sources. A Implement a Mental Health Awareness Program CCSO should provide an update on how they interact and coordinate with the Carver County Mental Health Crisis team. Council would like to review service levels and expectations from CCSO, and consider implementation of an awareness program (similar to Act on Alzheimer’s). A Implement a Mental Health Awareness Program Arrange and host annual or biannual mental health workshops, partnering with outside groups (examples: Make it Ok, SAVE, etc.) to educate the public, make them aware of city/county/state/ organizational resources, reduce the stigma surrounding mental health, and send a message that the city truly cares and is proactive about this issue. Approach local schools and school boards on a potential partnership for these workshops. A Submit an application to the American Institute of Architects’ (AIA) Minnesota Design Team for consideration of a The AIA accepts applications from cities to have a weekend of planning with the Minnesota Design Team to help create new visions for the city to use as a framework when making future plans, following a guide set by citizens, staff, council, etc. This would be a full weekend workshop and include 2019 Key Financial Strategies/Goals Page 2 CATEGORY GOAL ACTION Ryan Campion Coleman McDonald Tjornhom Average Cohesive City Planning Workshop community-driven goals and action items, as well as an accompanying implementation plan. A Create a Commission to Review City Code This commission would review the City Code to find where it may be redundant, contradictory, outdated, in contradiction with state statute, or where staff may not be following existing code. Businesses can also weigh in on sections of code that make it inefficient to run a business or difficult to start one in Chanhassen. The codes picked out by the commission would be presented to the city council for consideration of revision or elimination, with the ultimate goal of simplifying our City Code for long-term efficiency for city staff, the public, and the council. C Commission Appointment Process Review Review different ways to make our commissions not entirely council-appointed in order to encourage a wider range of backgrounds and viewpoints. C Consider Establishing an EDA Commission This could modify and/or advise the current EDA Board on development projects and issues. The commission could include representatives from city council, planning commission, the local business community, and Chanhassen residents. B Storm and Retention Pond Review Council would like to have a better understanding of current pond conditions, upcoming plans, a proposed schedule for action and restoration, and funding sources (similar to PMP). C Consultant Contract Review Perform a review of all city consultant contracts and update city council on how many consultants each department uses, what they do, what fees are paid, when contracts were last reviewed, what a bidding process would entail, etc. C Reconsider Tobacco 21 Consider pros and cons of raising legal age of purchasing tobacco to 21. 2019 Key Financial Strategies/Goals Page 3 CATEGORY GOAL ACTION Ryan Campion Coleman McDonald Tjornhom Average C Study and Consider Inflow and Infiltration (I&I) Initiatives Staff plans to study methods for reducing I&I of groundwater and storm water into the sanitary sewer system, educate the public and council on the importance of reducing I&I, and develop a plan to address issues and reduce I&I. C Review the Practice for Addressing Citizen Requests for Traffic Safety Concerns Staff would like to discuss current practices and standard traffic safety measures with council, and discuss whether changes need to be made. Once completed, staff and council will have the same procedure and standard responses so that residents hear a consistent message from all city sources. B Short-Term Rental Ordinance Staff would like to create regulations and enforcement mechanisms in order to help manage short-term rentals in properties throughout the city. Any outcomes would be communicated to all staff, law enforcement, and council so that enforcement and communication will be consistent. B Full Classification and Compensation Study The City of Chanhassen has committed to reviewing salaries every three years in order to be competitive with the market, and this will be the third year since one has been completed. In addition, with the high rate of turnover staff would also like council to consider undertaking a classification study to ensure that positions are correctly classified and job descriptions are up to date. This has not been done on a large scale since 2001 and many positions have been changed, created, and eliminated since then, so it would be wise to revisit all positions at this time. C Increase Staffed Fire Department Hours (Duty Crew Program) The Chanhassen Fire Department has experienced a steady increase in call volume over the past several years, creating an increased demand on the 45 paid on-call firefighters. Currently duty crews are utilized primarily between 5pm and 10pm, and the program has been received very well by the department. Firefighters are essentially able to schedule their response times by signing up for duty crews, and then spend evenings off not worrying about responding to fire calls. Staff would like to consider expansion of this program to include overnight 2019 Key Financial Strategies/Goals Page 4 CATEGORY GOAL ACTION Ryan Campion Coleman McDonald Tjornhom Average hours, as that is one of the highest risk times and often some of the lowest response times. Scheduling shifts would improve retention by decreasing “all calls” during overnight hours, and ensure that there is always a set crew available to respond overnight. B Address Trail Gaps and Trail Crossing Safety Issues During the Parks System Master Planning process, 34 trail gaps and 16 trail crossing safety concerns were identified in Chanhassen. By addressing these concerns, the overall pedestrian safety and mobility throughout Chanhassen can be greatly improved. B Conduct a Thorough Review of all Utility Fund Fees Compare our operating and connection utility fund fees compared to KFS Cities and neighboring communities. The City of Chanhassen works to find a balance between the competitiveness of fees and the long-term financial stability of the utility funds. TIME COMMITMENT LEGEND A: 3+ meetings (more than one year) B: 2 to 3 meetings (3 to 6 months) C: 1 to 2 meetings (1 to 3 months) c:\program files (x86)\neevia.com\docconverterpro\temp\nvdc\97f6c4bf-5905-41e2-906d- 2dc84be66326\chanhassen.2030.1.schedule_for_2019_kfs.docx SCHEDULE FOR 2019 KEY FINANCIAL STRATEGIES Saturday, January 5, 2019 Staff presents suggested KFS to City Council. City Council brainstorms additional KFS suggestions. Monday, January 14, 2019 Discuss Key Financial Strategies at Work Session. Tuesday, January 15, 2019 Staff distributes electronic spreadsheet for City Council rankings. Tuesday, January 22, 2019, 8 am KFS ranking due to Assistant City Manager. Monday, January 28, 2019 Staff presents compiled rankings. City Council finalizes 2019 KFS. Monday, February 11, 2019 City Council approves 2019 Key Financial Strategies. CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Administer Oaths of Office for Mayor (1) and City Council Members (2) Section OATHS OF OFFICE Item No: D.1. Prepared By Kim Meuwissen, Office Manager File No: ADM043 SUMMARY City Attorney Roger Knutson will administer the Oaths of Office to the following: Mayor Elise Ryan Council Member Dan Campion Council Member Julia Coleman ATTACHMENTS: Oaths of Office CITY OF CHANHASSEN CHANHASSEN IS A COMMUNITY FOR LIFE – PROVIDING FOR TODAY AND PLANNING FOR TOMORROW Oath of Office I, Elise Ryan, do solemnly swear that I will support the Constitution of the United States, the Constitution of the State of Minnesota, and that I will faithfully, justly, and impartially discharge the duties of the office of Mayor for the City of Chanhassen, Minnesota to the best of my judgment and ability. So help me, God. Subscribed and sworn to before me this 14th day of January, 2019. Elise Ryan Notary Public CITY OF CHANHASSEN CHANHASSEN IS A COMMUNITY FOR LIFE – PROVIDING FOR TODAY AND PLANNING FOR TOMORROW Oath of Office I, Dan Campion, do solemnly swear that I will support the Constitution of the United States, the Constitution of the State of Minnesota, and that I will faithfully, justly, and impartially discharge the duties of the office of Council Member for the City of Chanhassen, Minnesota to the best of my judgment and ability. So help me, God. Subscribed and sworn to before me this 14th day of January, 2019. Dan Campion Notary Public CITY OF CHANHASSEN CHANHASSEN IS A COMMUNITY FOR LIFE – PROVIDING FOR TODAY AND PLANNING FOR TOMORROW Oath of Office I, Julia Coleman, do solemnly swear that I will support the Constitution of the United States, the Constitution of the State of Minnesota, and that I will faithfully, justly, and impartially discharge the duties of the office of Council Member for the City of Chanhassen, Minnesota to the best of my judgment and ability. So help me, God. Subscribed and sworn to before me this 14th day of January, 2019. Julia Coleman Notary Public CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Designation of Official Newspaper, Appointment of Acting Mayor, Appointments to Fire Relief Association Board of Trustees, and Optional Appointment to the SouthWest Transit Commission Section ORGANIZATIONAL ITEMS Item No: E.1. Prepared By Kim Meuwissen, Office Manager File No: ADM061 PROPOSED MOTION "The Chanhassen City Council makes the following appointments: 1. Chanhassen Villager as its official newspaper; 2. Council Member _____________ as Acting Mayor; 3. Council Member _____________ and the Finance Director be appointed to the Fire Relief Association Board of Trustees; and 4. Council Member _____________ to the SouthWest Transit Commission for a threeyear term." Approval requires a Simple Majority Vote of members present. BACKGROUND The city council must designate an official newspaper that meets qualifications of state statute. The Chanhassen Villager has submitted a request for this designation. Their price per column inch for 2019 is $6.59 (a 3% increase from 2018 rate of $6.40). The increase in due to projected increasing postal rates. Residents may either subscribe or request a free subscription be delivered to their home. Staff recommends that the Chanhassen Villager be appointed as the city’s official newspaper. Acting Mayor:The council should select one of its members to serve as acting mayor. The acting mayor will preside over council meetings, stand in at ceremonies, and execute official city documents in the absence of the mayor. Appointments to the Fire Relief Association Board of Trustees:The Chanhassen Fire Relief Association Board of Trustees oversees all financial and pension matters for the association. This includes oversight of pension investments, amendments to bylaws, and a special discretionary fund that is raised through donations and fundraising. The board meets quarterly. State statute requires that the board have three municipal trustees, including one elected official (currently Mayor Ryan), one elected or appointed official (currently Finance Director Greg Sticha), and the fire chief (currently Chief Don Johnson). Staff recommends that the council appoint one of its members and the Finance Director to the Fire Relief Association Board. According to state statute, these appointments are made annually. SouthWest Transit Commission:As part of the Fifth Restated Joint Powers Agreement for SouthWest Transit, each party to the agreement must provide two commissioners; one a member of the party’s governing body (Seat A) CITY COUNCIL STAFF REPORTMonday, January 14, 2019SubjectDesignation of Official Newspaper, Appointment of Acting Mayor, Appointments to Fire ReliefAssociation Board of Trustees, and Optional Appointment to the SouthWest Transit CommissionSectionORGANIZATIONAL ITEMS Item No: E.1.Prepared By Kim Meuwissen, Office Manager File No: ADM061PROPOSED MOTION"The Chanhassen City Council makes the following appointments:1. Chanhassen Villager as its official newspaper;2. Council Member _____________ as Acting Mayor;3. Council Member _____________ and the Finance Director be appointed to the Fire Relief AssociationBoard of Trustees; and4. Council Member _____________ to the SouthWest Transit Commission for a threeyear term."Approval requires a Simple Majority Vote of members present.BACKGROUNDThe city council must designate an official newspaper that meets qualifications of state statute. The ChanhassenVillagerhas submitted a request for this designation. Their price per column inch for 2019 is $6.59 (a 3% increasefrom 2018 rate of $6.40). The increase in due to projected increasing postal rates. Residents may either subscribe orrequest a free subscription be delivered to their home.Staff recommends that the Chanhassen Villager be appointed as the city’s official newspaper. Acting Mayor:The council should select one of its members to serve as acting mayor. The acting mayor will presideover council meetings, stand in at ceremonies, and execute official city documents in the absence of the mayor.Appointments to the Fire Relief Association Board of Trustees:The Chanhassen Fire Relief Association Boardof Trustees oversees all financial and pension matters for the association. This includes oversight of pensioninvestments, amendments to bylaws, and a special discretionary fund that is raised through donations and fundraising.The board meets quarterly. State statute requires that the board have three municipal trustees, including one electedofficial (currently Mayor Ryan), one elected or appointed official (currently Finance Director Greg Sticha), and the firechief (currently Chief Don Johnson). Staff recommends that the council appoint one of its members and the FinanceDirector to the Fire Relief Association Board. According to state statute, these appointments are made annually. SouthWest Transit Commission:As part of the Fifth Restated Joint Powers Agreement for SouthWest Transit, each party to the agreement must provide two commissioners; one a member of the party’s governing body (Seat A) and one of whom shall be a member of the party’s governing body or a resident who resides in the jurisdiction of that member (Seat B). Councilman Jerry McDonald was reappointed in January of 2017 to Seat A with a term ending 12/31/2019. Former Mayor Denny Laufenburger was reappointed to Seat B last January with a term ending 12/31/2020. Denny Laufenburger may continue to hold Seat B as a resident. If Mr. Laufenburger chooses to surrender his seat, the council should select one of its members or a resident to serve the remainder of the threeyear term expiring 12/31/2020. ATTACHMENTS: Letter from Chanhassen Villager dated December 18, 2019 Minnesota Statute 331A.04 concerning Appointment of Official Newspapers Minnesota Statute 424A.04 concerning Volunteer Fire Relief Associations: Board of Trustees Excerpt from SouthWest Transit Commission Fifth Restated Joint Powers Agreement 331A.04 DESIGNATION OF A NEWSPAPER FOR OFFICIAL PUBLICATIONS. Subdivision 1.Priority.The governing body of a political subdivision,when authorized or required by statute or charter to designate a newspaper for publication of its public notices,shall designate a qualified newspaper in the following priority. Subd.2.Known office in locality.If there are one or more qualified newspapers,the known office of issue of which are located within the political subdivision,one of them shall be designated. Subd.3.Secondary office in locality.When no qualified newspaper has a known office of issue located in the political subdivision,but one or more qualified newspapers maintain a secondary office there,one of them shall be designated. Subd.4.General circulation in locality.When no qualified newspaper has its known office of issue or a secondary office located within the political subdivision,then a qualified newspaper of general circulation there shall be designated. Subd.5.Other situations.If a political subdivision is without an official newspaper,or if the publisher refuses to publish a particular public notice,matters required to be published shall be published in a newspaper designated as provided in subdivision 4.The governing body of a political subdivision with territory in two or more counties may,if deemed in the public interest,designate a separate qualified newspaper for each county. Subd.6.Exception to designation priority.(a)Notwithstanding subdivisions 1 to 3,the governing body of a political subdivision may designate any newspaper for publication of its official proceedings and public notices,if the following conditions are met: (1)the newspaper is a qualified medium of official and legal publication; (2)the publisher of the newspaper furnishes a sworn statement,verified by a recognized independent circulation auditing agency,covering a period of at least one year ending no earlier than 60 days before designation of the newspaper,stating that the newspaper's circulation reaches not fewer than 75 percent of the households within the political subdivision; (3)the newspaper has provided regular coverage of the proceedings of the governing body of the political subdivision and will continue to do so;and (4)the governing body votes unanimously to designate the newspaper. (b)If the circulation of a newspaper designated under this subdivision falls below 75 percent of the households within the political subdivision at any time within the term of its designation as official newspaper, its qualification to publish public notices for the political subdivision terminates. Subd.7.Joint bidding.A bid submitted jointly by two or more newspapers for the publication of public notices must not be considered anticompetitive or otherwise unlawful if the following conditions are met: (1)all of the qualified newspapers in the political subdivision participate in the joint bid; (2)the existence of the joint bid arrangement is disclosed to the governing body of the political subdivision before or at the time of submission of the joint bid;and Copyright ©2017 by the Revisor of Statutes,State of Minnesota.All Rights Reserved. 331A.04MINNESOTASTATUTES20171 (3)the board is free to reject the joint bid and,if it does,individual qualified newspapers do not refuse to submit separate bids owing to the rejection of the joint bid. History:1984 c 543 s 23;2003 c 59 s 1;2004 c 182 s 14 Copyright ©2017 by the Revisor of Statutes,State of Minnesota.All Rights Reserved. 2MINNESOTASTATUTES2017331A.04 424A.04 VOLUNTEER RELIEF ASSOCIATIONS;BOARD OF TRUSTEES. Subdivision 1.Membership.(a)A relief association that is directly associated with a municipal fire department must be managed by a board of trustees consisting of nine members.Six trustees must be elected from the membership of the relief association and three trustees must be drawn from the officials of the municipalities served by the fire department to which the relief association is directly associated.The bylaws of a relief association which provides a monthly benefit service pension may provide that one of the six trustees elected from the relief association membership may be a retired member receiving a monthly pension who is elected by the membership of the relief association.The three municipal trustees must be one elected municipal official and one elected or appointed municipal official who are designated as municipal representatives by the municipal governing board annually and the chief of the municipal fire department. (b)A relief association that is a subsidiary of an independent nonprofit firefighting corporation must be managed by a board of trustees consisting of nine members.Six trustees must be elected from the membership of the relief association,two trustees must be drawn from the officials of the municipalities served by the fire department to which the relief association is directly associated,and one trustee must be the fire chief serving with the independent nonprofit firefighting corporation.The bylaws of a relief association may provide that one of the six trustees elected from the relief association membership may be a retired member receiving a monthly pension who is elected by the membership of the relief association.The two municipal trustees must be elected or appointed municipal officials,selected as follows: (1)if only one municipality contracts with the independent nonprofit firefighting corporation,the municipal trustees must be two officials of the contracting municipality who are designated annually by the governing body of the municipality;or (2)if two or more municipalities contract with the independent nonprofit corporation,the municipal trustees must be one official from each of the two largest municipalities in population who are designated annually by the governing bodies of the applicable municipalities. (c)The municipal trustees for a relief association that is directly associated with a fire department operated as or by a joint powers entity must be the fire chief of the fire department and two trustees designated annually by the joint powers board.The municipal trustees for a relief association that is directly associated with a fire department service area township must be the fire chief of the fire department and two trustees designated by the township board. (d)If a relief association lacks the municipal board members provided for in paragraph (a),(b),or (c) because the fire department is not located in or associated with an organized municipality,joint powers entity,or township,the municipal board members must be the fire chief of the fire department and two board members appointed from the fire department service area by the board of commissioners of the applicable county. (e)The term of the appointed municipal board members is one year or until the person's successor is qualified,whichever is later. (f)A municipal trustee under paragraph (a),(b),(c),or (d)has all the rights and duties accorded to any other trustee,except the right to be an officer of the relief association board of trustees. (g)A board must have at least three officers,who are a president,a secretary and a treasurer.These officers must be elected from among the elected trustees by either the full board of trustees or by the relief association membership,as specified in the bylaws.In no event may any trustee hold more than one officer position at any one time.The terms of the elected trustees and of the officers of the board must be specified Copyright ©2017 by the Revisor of Statutes,State of Minnesota.All Rights Reserved. 424A.04MINNESOTASTATUTES20171 in the bylaws of the relief association,but may not exceed three years.If the term of the elected trustees exceeds one year,the election of the various trustees elected from the membership must be staggered on as equal a basis as is practicable. Subd.2.Fiduciary duty.The board of trustees of a relief association shall undertake their activities consistent with chapter 356A. Subd.2a.Fiduciary responsibility.In the discharge of their respective duties,the officers and trustees shall be held to the standard of care specified in section 11A.09.In addition,the trustees shall act in accordance with chapter 356A.Each member of the board is a fiduciary and shall undertake all fiduciary activities in accordance with the standard of care of section 11A.09,and in a manner consistent with chapter 356A.No fiduciary of a relief association shall cause a relief association to engage in a transaction if the fiduciary knows or should know that the transaction constitutes one of the following direct or indirect transactions: (1)sale or exchange or leasing of any real property between the relief association and a board member; (2)lending of money or other extension of credit between the relief association and a board member or member of the relief association; (3)furnishing of goods,services,or facilities between the relief association and a board member;or (4)transfer to a board member,or use by or for the benefit of a board member,of any assets of the relief association.A transfer of assets does not mean the payment of relief association benefits or administrative expenses permitted by law. Subd.3.Conditions on relief association consultants.(a)If a volunteer firefighter relief association employs or contracts with a consultant to provide legal or financial advice,the secretary of the relief association shall obtain and the consultant shall provide to the secretary of the relief association a copy of the consultant's certificate of insurance. (b)A consultant is any person who is employed under contract to provide legal or financial advice and who is or who represents to the volunteer firefighters relief association that the person is: (1)an actuary; (2)a certified public accountant; (3)an attorney; (4)an investment advisor or manager,or an investment counselor; (5)an investment advisor or manager selection consultant; (6)a pension benefit design advisor or consultant;or (7)any other financial consultant. History:1979 c 201 s 14;1980 c 607 art 15 s 12;1981 c 224 s 210;1983 c 219 s 8;1989 c 319 art 8 s 27;2000 c 461 art 15 s 10;1Sp2001 c 10 art 16 s 1;1Sp2005 c 8 art 9 s 14;2009 c 169 art 10 s 38;2012 c 286 art 12 s 16 Copyright ©2017 by the Revisor of Statutes,State of Minnesota.All Rights Reserved. 2MINNESOTASTATUTES2017424A.04 2. PURPOSE. The purpose of this Agreement and SouthWest Transit is to(i)provide alternative methods of providing public transit service for the Cities of Eden Prairie, Chanhassen, and Chaska and(ii) contract to provide transit and transit planning services to other entities, as approved by the Commission, pursuant to Minnesota Statutes Sections 16A.88, 471.59, 473.384, and 473.388. 3. DEFINITIONS. a) "Commission"means the organization created by this Agreement,the full name of which is SouthWest Transit. b) "Board"means the Board of Commissioners of SouthWest Transit. c) "Council"means the governing body of a Party to this Agreement. d) "Party"means any entity which has entered into this Agreement. e) "Metropolitan Council" means the regional entity established by Minnesota Statutes Section 473.123. 4. PARTIES. The municipalities which are original Parties to this Agreement are Eden Prairie, Chanhassen, and Chaska. No change in governmental boundaries, structure, organizational status or character shall affect the eligibility of any Party listed above to be represented on the Commission so long as such Party continues to exist as a separate political subdivision. After the effective date of this Agreement, an entity may join the Commission upon all of the following: (i) entering into a consolidation agreement or similar agreement with the Commission, which agreement shall set forth the terms and conditions for adding a new party or Parties including but not limited to: transfer of transit assets, funding and reserves, timing, branding and marketing, existing contracts and agreements, and withdrawal; (ii) filing with the Commission of a resolution duly adopted by the governing body of the proposed new party agreeing to the terms of this Agreement, as amended at the time of said filing,; and (iii)the filing of a resolution by the governing body of each Party approving the addition of the new party. All such resolutions shall be attached to and become a part of this Agreement. The terms and conditions of the consolidation or similar agreement shall supersede the terms of this Agreement unless specifically stated otherwise; 5. BOARD OF COMMISSIONERS. a) Except as otherwise provided under Section 6 hereof, the governing body of the Commission shall be the Board which will consist of two commissioners from each Party and one at large commissioner, all as appointed as set forth below. 2 b) Party Commissioners. Each Party shall appoint two commissioners one of whom shall be a member of the Party's governing body("Seat A")and one of whom shall be a member of the party's governing body or a resident who resides in the jurisdiction of that member("Seat B"). A commissioner appointed to Seat A ceases to be a commissioner if the person ceases to be a member of the Party's governing body. A commissioner appointed to Seat B ceases to be a commissioner if the person cease to be a resident of who resides in the jurisdiction of that member. A Party shall appoint a new commissioner in accordance with 5 (b) to serve the remainder of the term created by the vacancy. c) At Large Commissioner. The Board shall appoint one at large commissioner, which commissioner shall reside or maintain a principal place of business within the jurisdiction of one of the Parties. The at large commissioner shall serve a three year term. An at large commissioner may serve no more than one consecutive term; except that the Board may, in the Board's sole discretion, extend the term for one additional year. d) Terms. Each party commissioner shall serve a 3 year term on the following schedule: Term 1 —expires December 31, 2015 and every three years thereafter. Term 2 —expires December 31, 2016 and every three years thereafter. Ten-n 3 —expires December 31, 2017 and every three years thereafter. The terms shall be assigned as follows: Party Seat Term Party Seat Term Chanhassen A 2 Eden Prairie A 3 B 3 B 1 Chaska A 1 B 2 The commissioner terms of new parties to the Commission shall be assigned using the following system, which shall continue to repeat in the same order if more than four parties are added. Assignment of terms for new Parties after New Party 4 shall continue in the same manner. If multiple Parties are added at one time the Board shall determine the number of each new party for purposes of term assignments. Party Seat Term Party Seat Term New Party 1 A 1 New Party 3 A 2 B 2 B 3 New Party 2 A 3 New Party 4 A 1 B 1 B 2 3 CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Approve City Council Minutes dated December 10, 2018 Section CONSENT AGENDA Item No: F.1. Prepared By Nann Opheim, City Recorder File No: PROPOSED MOTION “The City Council approves the minutes dated December 10, 2018.” Approval requires a Simple Majority Vote of members present. ATTACHMENTS: City Council Work Session Minutes dated December 10, 2018 City Council Summary Minutes dated December 10, 2018 City Council Verbatim dated December 10, 2018 CHANHASSEN CITY COUNCIL WORK SESSION DECEMER 10, 2018 Mayor Laufenburger called the work session to order at 6:00 p.m. COUNCIL MEMBERS PRESENT: Mayor Laufenburger, Councilwoman Tjornhom, Councilman McDonald, Councilwoman Ryan, and Councilman Campion STAFF PRESENT: Todd Gerhardt, Chelsea Petersen, Kate Aanenson, Paul Oehme, Todd Hoffman and Greg Sticha PUBLIC PRESENT: Katherine & Kathleen Wise 2747 Wagner Drive, Chaska Mayor Laufenburger discussed items scheduled for the consent agenda on the City Council’s regular agenda such as the 2040 Comprehensive Plan and police contract. DISCUSSION OF FINAL LEVY, 2019 BUDGET AND 2019-2023 CAPITAL IMPROVEMENT PROGRAM (CIP). Regarding the budget Mayor Laufenburger asked if there were any services that the council would like to see changed. Councilwoman Ryan asked about the large salary increases being requested for department heads of 8 to 10 percent. She would favor performance based increases versus across the board. Councilwoman Tjornhom asked for clarification on the reason behind the request for department head increases and costs associated with replacement of department heads when they leave, comparisons to key financial strategy cities, and benefit comparisons with new versus older employees. Councilman McDonald asked Councilwoman Ryan to clarify if her concern is the percentage or that it’s merit based and asked if it was okay to give the city manager latitude to perform merit review. Mayor Laufenburger asked if market adjustments have been done in the past. Councilwoman Ryan stated she would like to see specific items on why an increase of 8 percent is warranted. Councilman Campion explained that in his experience he hasn’t seen an across the board merit increase of 8 percent. Mayor Laufenburger asked about allowing the city manager to use specific criteria for market adjustment plus performance. Councilman McDonald voiced support for an 8 percent increase across the board and is willing to trust the city manager and his judgment. Councilwoman Tjornhom explained her understanding of the process involved with replacing a lost manager so she would leave it to the city manager’s discretion on how to mange his team so she would support the increase. Mayor Laufenburger explained that the city manager is the only employee accountable to the City Council and would not favor knowing the criteria used to make this decisions so he would support an across the board increase. Mayor Laufenburger continued by asking if the council would like to see any changes to specific city services before asking on how to respond to Mr. City Council Work Session – December 10, 2018 2 Amorosi’s request for additional information or funding for mental health issues. Councilman Campion stated these items can be discussed in the future if warranted. Regarding the capital improvement program Councilwoman Ryan stated her concern that Lyman Boulevard was budgeted for 2019 and how the County will view that when negotiations occur. Todd Gerhardt explained why the County is preferring to proceed in 2019 and how negotiations occurred with Carver County. Councilwoman Ryan and Councilman Campion stated they would support moving the Lyman Boulevard project in the CIP at 2021. Councilman McDonald and Councilwoman Tjornhom would favor leaving it in 2019. Greg Sticha discussed changes made to the annual street improvement program (ST12) and changing the $1.1 million per year to $2.2 million every other year from the revolving assessment fund. Councilwoman Ryan discussed Project PK&T-99, the preserve nature trail for $200,000. Todd Gerhardt explained that that item can be removed from 2019 because there are no current plans for development on the Control Concepts property. Mayor Laufenburger asked about ordinance amendments regarding fees in Chapter 4. Councilwoman Ryan asked for clarification about increase in solicitor fees, and that development fee comparisons with key financial strategy cities be considered next year. Mayor Laufenburger adjourned the work session at 6:58 p.m. Submitted by Todd Gerhardt City Manager Prepared by Nann Opheim CHANHASSEN CITY COUNCIL REGULAR MEETING SUMMARY MINUTES DECEMBER 10, 2018 Mayor Laufenburger called the meeting to order at 7:03 p.m. The meeting was opened with the Pledge to the Flag. COUNCIL MEMBERS PRESENT: Mayor Laufenburger, Councilwoman Tjornhom, Councilman McDonald, Councilwoman Ryan, and Councilman Campion STAFF PRESENT: Todd Gerhardt, Chelsea Petersen, Kate Aanenson, Paul Oehme, Todd Hoffman, Greg Sticha, and Roger Knutson PUBLIC PRESENT: Dave Schollman 8011 Dakota Circle Lynne Pilgrim 8026 Dakota Avenue Unsie Zuege Chanhassen Villager Mack Titus 2747 Century Trail Ed Farr 7710 Golden Triangle Drive, Eden Prairie Randy Schwanz 1372 Ithilien Mike McGonagill 2451 Hunter Drive Greg Briggs Briggs & M DDS Katherine Wise 2747 Wagner Drive Patrick Mulheran 3915 Red Cedar Point PUBLIC ANNOUNCEMENTS: Mayor Laufenburger announced that the Lions Club in Chanhassen is celebrating 30 years this year. CONSENT AGENDA: Councilman McDonald moved Councilwoman Tjornhom seconded that the City Council approve the following consent agenda items pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated November 26, 2018 2. Approve City Council Minutes dated December 3, 2018 3. Receive Planning Commission Minutes dated November 20, 2018 4. Receive Planning Commission Minutes dated December 4, 2018 5. Approve 2019 Police Contract with Carver County Sheriff’s Office City Council Summary – December 10, 2018 2 . Resolution #2018-58: Adoption of 2040 Comprehensive Plan 7. Resolution #2018-59: Approve Quote for Ithilien Pond Maintenance Project 8. Resolution #2018-60: Designate Polling Place Locations for 2019 Elections 9. Resolution #2018-61: Orchard Lane Area Street & Utility Reconstruction Project – Call Assessment Hearing All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATION. Don Amorosi, 2368 Grays Landing Road, Wayzata outlined his proposal for mental health support improvements for Chanhassen in 2019 quoting an article from the Wallstreet Journal dated 11-24-2018. PUBLIC HEARING: LAKE DRIVE EAST STREET IMPROVEMENT PROJECT: ORDER IMPROVEMENTS AND AUTHORIZE PREPARATION OF PLANS AND SPECIFICATIONS. Paul Oehme presented the staff report on this item. Councilwoman Ryan asked for clarification of the allocation of MSA funds and striping. Councilwoman Tjornhom asked how funding of streets will be handled in the future. Councilman Campion asked about cost comparisons between a 3 way stop versus a mini roundabout. Mayor Laufenburger opened the public hearing. Lynne Pilgrim, 8026 Dakota Avenue, having lived in Chanhassen since 1977, provided background information on the dangers of driving through the intersection of Dakota Avenue and Lake Drive East. Dave Schollman, 8011 Dakota Circle echoed what Lynne Pilgrim said about the dangers of the intersection for cars and pedestrians. Mayor Laufenburger closed the public hearing. After comments and discussion by council members the following motions and amendments were made. Councilwoman Ryan moved, Councilman Campion seconded to amend the motion to include as an alternate no sidewalk from the ADA ramp south on Dakota Avenue. All voted in favor except Councilman McDonald who opposed and the motion carried with a vote of 4 to 1. Councilwoman Ryan moved, Councilman Campion seconded that the City Council approve an amendment to make the intersection improvements as the base bid with the improvements to Lake Drive East as an alternate. Councilwoman Ryan and Councilman Campion voted in favor; Mayor Laufenburger, Councilman McDonald and Councilwoman Tjornhom voted against. The amendment failed with a vote of 2 to 3. Resolution #2018-62: Councilman McDonald moved, Councilwoman Tjornhom seconded that the Chanhassen City Council approves ordering preparation of plans and City Council Summary – December 10, 2018 3 specifications for the 2018 street improvement project number 18-02 with the addition of flashing LED stop signs, the project be completed as one project, and including as an alternate no sidewalk from the ADA ramp south on Dakota Avenue. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VENUE PROJECT-APPROVE REGISTERED LAND SURVEY. Kate Aanenson presented the staff report on this item. Resolution #2018-63: Councilman McDonald moved, Councilwoman Tjornhom seconded that the Chanhassen City Council adopts the resolution approving Registered Land Survey (RLS) No. 130. All voted in favor and the motion carried unanimously with a vote of 5 to 0. HOLASEK BUSINESS PARK: CONSIDER APPROVAL OF REZONING PARCEL (ORDINANCE 635), PRELIMINARY AND FINAL PLAT, DEVELOPMENT CONTRACT, WETLAND ALTERATION PERMIT AND SITE PLAN REVIEW. Kate Aanenson presented the staff report and Planning Commission update on this item. Councilwoman Ryan asked for clarification on stockpiling dirt on the site and timing for it’s removal, the wetland alteration permit requirements, and the effect of Carver County’s plans for upgrading Lyman Boulevard on this development. Mayor Laufenburger asked about communication with Magellan Pipeline. Ed Farr with Edward Farr Architects representing Eden Trace, 7710 Golden Triangle Drive, Eden Prairie, discussed issues associated with architecture, working with Carver County on the future upgrade of Lyman Boulevard, stockpiling of dirt on the site, and reiterating that they will be giving right-of-way land to Carver County for the widening of Lyman Boulevard. After comments and questions from council members the following motion was made. Councilman McDonald moved, Councilwoman Tjornhom seconded that the Chanhassen City Council approves the ordinance rezoning the property from Agricultural Estate District (A2) to Industrial Office Park (IOP); preliminary and final plat approval creating 3 lots and one outlot with access via a private street; the development contract for Holasek Business Park; a Wetland Alteration Permit to fill wetlands on site subject to approval of the Army Corps of Engineers and the watershed district; Site Plan approval for 3 office industrial buildings for a total of 449,350 square feet; plans prepared by Sambatek dated 11/02/2018 and Edward Farr Architects dated October 19, 2018, subject to the following conditions of approval and adopts the Findings of Fact: SUBDIVISION Engineering City Council Summary – December 10, 2018 4 All ingress/egress locations, including the right-in/right-out access located at the northwestern portion of the property, and subsequent impacts of trip generation by the development, shall be designed to Carver County standards and shall meet all Carver County’s requirements. Any requirements set by Carver County to improve the intersection shall be addressed by the applicant (if necessary). The applicant shall dedicate the 40’ x 120’ drainage and utility easement at the northwest corner of Lot 1 on the preliminary and final plat prior to recording. An executed agreement between the developer and Magellan Pipeline Company allowing construction over Magellan Pipeline Company’s easement shall be provided to the city prior to the issuance of grading permits. The preliminary and final plat shall not include the 5’ drainage and utility easements located at the south side of Lot 2, and the north side of Lot 3, prior to acceptance and recording. All retaining walls exceeding 4’ in height shall have plans and details prepared by a registered engineer or landscape architect prior to issuance of building permits. At the time of building permit submittal, connection methodology to the existing stubs (sanitary sewer and water services), material type, and location of service valves and other appurtenances shall be identified for review. Prior to construction of the water and sanitary utilities within the development, all required permits from the appropriate regulatory agencies shall be required. An O&M plan shall be submitted for review and approval prior to the issuance of building permits. Improvements to the existing manhole where the effluent will be received via the lift station. Parks Full park fees in lieu of parkland dedication and/or trail construction shall be collected for the three proposed lots totaling 36.39 acres as a condition of approval for Holasek Business Park. These park fees shall be collected in full at the rate in force upon final plat submission and approval. Planning City Council Summary – December 10, 2018 5 A 40-foot access and maintenance easement shall be recorded over the private streets. The private streets shall be constructed to a nine-ton design with a minimum pavement width of 26 feet and a maximum slope of 10 percent. A street name for the private street at Galpin Boulevard and Lyman Boulevard shall be submitted to the Building Official and Fire Marshall for review and approval prior to recording the final plat. Water Resources Coordinator Stormwater Development Charges. Estimated stormwater development fees in the amount of $770,012.40 (36.39 acres x $21,160) shall be paid prior to recording the final plat. Financial Assurance. To guarantee compliance with the plan and related remedial work, a cash escrow or letter of credit, satisfactory to the city, shall be furnished to the city before a building permit is issued. The escrow amount shall be $7,500.00 per acre. The city may use the escrow or draw upon the letter of credit to reimburse the city for any labor or material costs it incurs in securing compliance with the plan or in implementing the plan. If the city draws on the escrowed funds, no additional building permits shall be issued until the pre-draw escrow balance has been restored. The city shall endeavor to give notice to the owner or developer before proceeding, but such notice shall not be required in an emergency as determined by the city. The assurance shall be maintained until final stabilization and removal of erosion and sediment controls. Drainage and utility easements will be required over all remaining wetlands and public stormwater utilities. This includes the western boundary of the project as well as the southwest corner of the parcel which should have a sufficient easement for the main drainage pipe for this area (required in conjunction with final plat). Private stormwater easements will be required over all private stormwater facilities using the city’s template (required in conjunction with final plat). The Holasek Business Park construction plans show areas of grading over the main stormwater pipe that runs north to south along the western property boundary. Construction on this pipe may be planned for the next couple of years. Please coordinate earthwork in this area with the city and Carver County Public Works Department. The plans show significant grading in the south outlot. Sec. 19-145 of City Code does not allow unbroken slopes greater than 30’ and slopes steeper than 3:1. Additionally, the proposed grading would trigger bluff regulations Sec. 20-1401 and Sec. 20-1405. Staff recommends removing the stockpile from the proposed plans. If the stockpile cannot be removed it will need to be reduced to slope less than 20’, 3:1 max. It must meet all other regulatory requirements for wetland hydrology, erosion and sediment control, and surface water management. City Council Summary – December 10, 2018 6 Erosion and sediment control must meet the requirements of Sec. 19-145 including a dewatering plan. Erosion and Sediment Control Practices including temporary sedimentation basins, silt fence, the construction entrance, and ESC BMPs are shown in the legend on sheet C5.02, but not on the plans. Indicate the location of these practices on the Erosion Control Plan sheet. EOFs should be stabilized with TRM or similar. Include chosen stabilization measures in the construction plans. Temporary Sediment Ponds. The proposed stormwater ponds will need to be utilized as temporary sediment ponds during construction. A faircloth skimmer will need to be installed, and the outlets of the pond will need to be sealed off for the duration of construction until the site is stabilized. Skimming devices should be designed to remove oils and floatable materials up to a one-year frequency event. The skimmer should be set 12 inches below the normal surface water elevation and should control the discharge velocity to 0.5 fps. Incorporate these notes and details into the construction plans. Topsoil Management a. Subsoil Decompaction. Please add a note about subsoil decompaction to the topsoil section on sheet L1.03. Subsoil must be decompacted to a depth of six inches in all pervious areas, prior to placement of six inches of topsoil. Contractor must identify the method used to decompact six inches of subsoil prior to placing topsoil. b. Topsoil Depth. Note 5 under Turf Establishment on sheet L1.03 reads that a minimum of four inches of topsoil is required. CCWMO Standards require that six inches of topsoil be replaced in all disturbed pervious areas. Update this note to reflect the six inch requirement. c. Stockpiles. Please indicate the quantity of topsoil needed to restore six inches in all pervious areas of the development. Show location(s) where existing topsoil is to be stockpiled on the site. d. Soil Hauling. Describe topsoil hauling plans, including locations and estimated quantities. Note that if topsoil is exported or imported to the site, an additional permit may be required. e. Vegetative Cover. Note 5 under Turf Establishment on sheet L1.03 refers to a healthy stand of vegetation in all disturbed pervious areas of the development. Please note that 90% of the expected vegetative density is required. Stormwater Management Sec. 19-142. Plans required. All plans shall be reviewed and stamped “Approved by the City Engineer” and all applicable permits must be obtained prior to commencing construction. For all newly constructed stormwater facilities (ponds, retention areas, infiltration basins, storm sewer, City Council Summary – December 10, 2018 7 etc.) or existing facilities that are modified, as-built plans shall be prepared by the developer. As- built plans shall be signed and certified by a licensed professional engineer in the State of Minnesota and record drawings shall be provided to the city. Standard details for many typical storm structures (e.g., storm sewer, outlet structures, catch basins, sump manholes, etc.) are available on the city's website. Sec. 19-144. Major facility design elements. a. For basins intended to have permanent water levels, a minimum of four feet of standing water (dead storage depth) and a maximum of ten feet shall be provided. b. Separation between the inlet(s) and outlet shall be maximized to prevent short- circuiting. c. Outlets shall be evaluated for the need to dissipate energy so as to reduce velocities to permissible levels as allowed by the soil and vegetation. At a minimum, flared-end sections should be provided with riprap consistent with Minnesota Department of Transportation standards. For areas with high flows or where excessive erosion occurs or is anticipated, energy dissipation per Federal Highway Administration standards shall be followed. d. Riprap shall be provided below the channel grade and above the outfall or channel bottom to ensure that riprap will not be undermined by scour or rendered ineffective by displacement. Riprap consisting of natural angular stone suitably graded by weight shall be designed for anticipated velocities. Riprap shall be placed over a suitable filter material or filter fabric to ensure that soil particles do not move through the riprap and reduce its stability. BMP Details. Include the following BMP details in the construction plans: a. BMP Cross Sections. Include site-specific elevations on the Bioretention Bench and Bioretention Trench details on sheet C4.02. b. OCS Details. Include Outlet Control Structure Details (attached) for the stormwater BMPs with specific elevations for inlets, outlets, and draintile (when applicable). c. BMP Profiles. Include profiles of the stormwater BMPs with draintile (Pond B Filtration Bench and Filtration Trench) showing draintile slope. Please note that all draintile must have a positive drainage slope of at least 0.5%. Include site-specific invert elevations for assistance with field construction. City Council Summary – December 10, 2018 8 d. EOF elevations. EOF elevations should be set to at least 0.5 ft. above the HWL to allow for construction tolerance. Include cross-sections of the EOFs in the plan set. Impervious Acreage. The area (ac) of proposed new impervious is inconsistent between the application (25.10), stormwater report (27.5), project narrative (25.08), plan sheet C5.03 (28.4), and HydroCAD model (25.34). Clarify the correct area of new impervious and update components of the submittal to match. Elevation-Storage Tables. Include the Filtration Bench bottom (should be 928.5) in the elevation- storage table in the HydroCAD report so that the treatment volumes can be determined for the ponds, bench, and re-use system. Filtration Trench. The filtration trench design is not compliant in the current design. a. Contributing Area. The filtration trench appears to receive runoff from pervious areas only. Stormwater BMPs should capture and treat runoff from impervious areas on the site. b. Tree Roots. The filtration trench is proposed in an area that is wooded on the landscape plan. Trees may be planted on the side-slopes or adjacent to the trench but are not allowed in the trench bottom. Tree roots may impact the draintile and prevent proper drainage. c. Model and Plan Details. The filtration trench is not included in the HydroCAD model and the construction plans do not show details (bottom, NWL, HWL, OCS, EOF) for this BMP. Please include the details listed in Comment #2 above and include information for this practice in the construction plans and HydroCAD model. Operation & Maintenance Plan (O&M). Provide a draft O&M plan outlining the responsibilities for inspecting and maintaining the stormwater BMPs on site. The O&M plan must be signed by all responsible parties. a. Reuse Maintenance Plan. Provide a draft Reuse Maintenance Plan as part of the overall O&M plan. Please include all details outlined in the corresponding section on the Stormwater Reuse Design Guidance document. Reuse Plan Sheet. Please add the following information to the stormwater reuse plan: a. Location of the following reuse system components: irrigation lines, irrigation zones, sprinkler heads, pumps, intakes from ponds, and usage meters. If applicable, include the locations of the potable connection, backflow prevention devices, filters, and debris collection sumps. b. Narrative describing operation of the systems. If the irrigated areas will be actively used during daytime hours, the irrigation needs to be scheduled for times when the areas will not be in use. City Council Summary – December 10, 2018 9 c. Location of access for reuse system maintenance. d. Drawdown elevations of the reuse ponds. e. Volume reduction and/or water quality calculations. f. Other information relevant to the reuse systems. SWPPP. A copy of the SWPPP including soils/infiltration data within the perimeter of all infiltration/filtration devices is required prior to review for final plat. The SWPPP must also meet all requirements of City Code 19-145. Basin. There is a bioretention basin south of Lyman Boulevard in the road construction plans. Please show this basin on the construction plans for Holasek Business Park and demonstrate that the road project plans don’t interfere with this project. Chloride Management Plan. A chloride management plan is required. Applicant will need to respond to the comments received by Twin Cities & Western (Wednesday, October 24, 2018 6:39 AM): “In response to this proposal Twin Cities & Western offers the following comment: Twin Cities & Western has concerns of stormwater and general runoff impacts with this land being developed making it non-pervious. What will happen to the stormwater runoff and will the increased runoff adversely impact the railroad roadbed?” SITE PLAN Engineering Must comply with the conditions of the Holasek Business Park conditions of approval for the subdivision. Environmental Resources Additional tree species will need to be added rather than increasing quantities of existing selection. Parking lot islands and peninsulas will be required to have proper planting soil as specified in the Planting Notes. City Council Summary – December 10, 2018 10 Planning The applicant shall enter into separate site plan agreements with the city for each lot and building and provide the necessary security to guarantee grading and erosion control, site restoration, stormwater and landscaping. Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. Community features including benches, bike racks and picnic tables shall be incorporated in the site. Due to the wetland in the southwest corner of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. Water Resources Coordinator Must comply with the conditions of the Wetland Alteration Permit. WETLAND ALTERATION PERMIT a. Sec. 20-409. Decisions under this article must not be made until after receiving the determination of the technical evaluation panel regarding wetland public values, location, size, and/or type if the city council, the landowner, or a member of the technical evaluation panel asks for such determinations. b. Any projects seeking a wetland alteration permit subject to this article will also be required to submit the following incomplete requirements: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting the criteria of subsections 20-411(c) and (d) c. Sec. 20-416. Mitigation. Wetland mitigation shall be undertaken on-site. If this is not feasible, then mitigation may occur locally within the subwatershed. If this is not possible, then mitigation may occur outside the subwatershed, elsewhere in the city. If mitigation cannot be accomplished on-site, or if the city deems it necessary to perform mitigation off- site, then the applicant shall be responsible for providing off-site mitigation within the major subwatershed, as designated by the Minnesota Wetland Conservation Act, or purchasing wetland credits from the state wetland bank. Staff believes mitigation can occur on site by expanding the wetlands in the south outlot. d. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by this Code. City Council Summary – December 10, 2018 11 e. If a wetland alteration permit is issued allowing wetland alteration, the following standards shall be followed: (1) The alteration will not have a net adverse effect on the ecological and hydrological characteristics of remaining wetland; (2) It shall be located as to minimize the impact on vegetation; (3) It shall not adversely change water flow; (4) The size of the altered area shall be limited to the minimum required for the proposed action; (5) The disposal of any excess material is prohibited within remaining wetland areas; (6) The disposal of any excess material shall include proper erosion control and nutrient retention measures; (7) Alterations to any wetland area are prohibited during waterfowl breeding season or fish spawning season, unless it is determined by the city that the wetland is not used for waterfowl breeding or fish spawning; (8) Alterations to wetland areas shall be mitigated in accordance with the requirements of this article if the activity results in a loss of wetland area and/or function and value of the wetland. f. The alteration shall not alter the hydrological patterns in the remainder of the wetland, if a portion of the wetland remains, unless exempted under Sec. 20-417. Please show how hydrologic patterns will not be altered for the remaining wetlands. g. Sec. 20-405. Wetland delineation. An electronic copy of the delineated wetland boundaries must be submitted in a format compatible with the city's GIS database. h. A grading permit cannot be issued until the applicant has completed the WCA process. i. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the wetlands on-site. Please indicate wetland buffers widths and locations where signage will be placed on a plan sheet. Please find additional information on signage placement in the guidance document attached. The WMO provides signs and sign posts for the cost of materials. Alternative signs (by the city or applicant) are also acceptable provided they contain similar information. j. Sec. 19-146. Wetland elements. 1) Water level fluctuations (peak elevation and duration) for wetlands shall be limited to two feet and duration not to exceed 48 hours so as to prevent the destruction of wildlife habitat and wetland vegetation. 2) Sedimentation basins or sediment removal devices shall be provided prior to discharge into wetlands. Variable bottom contours should be considered to provide deeper holes and flat shallow benches. This feature will provide habitat for diversity of plants and wetland inhabitants for wetland mitigation sites and stormwater basins. All voted in favor except for Councilwoman Ryan and Councilman Campion who opposed. The motion carried with a vote of 3 to 2. City Council Summary – December 10, 2018 12 APPROVE APPLICATION FOR FUNDING FROM CARVER COUNTY COMMUNITY DEVELOPMENT AGENCY COMMUNITY GROWTH PARTNESHIP INITIATIVE PROGRAM FOR HOLASEK BUSINESS PARK DEVELOPMENT. Kate Aanenson presented the staff report on this item. After clarification from Mayor Laufenburger on the proposal the following motion was made. Resolution #2018-64: Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council adopts a resolution approving the application for funding from the Carver County Community Development Agency Community Growth Partnership Initiative Program for the Holasek Business Park development. All voted in favor, except for Councilwoman Ryan and Councilman Campion who opposed and the motion carried with a vote of 3 to 2. ORDINANCE 636: UPDATE FLOOD PLAIN PROTECTION ORDINANCE AND APPROVE SUMMARY ORDINANCE FOR PUBLICATION PURPOSES. Kate Aanenson presented the staff report and Planning Commission update on this item. Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council adopts Ordinance 636 amending Chapters 1 and 20 of the City Code. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approves Summary Ordinance 636 for publication purposes. All voted in favor and the motion carried unanimously with a vote of 5 to 0. ORDINANCE 637: AMENDMENT TO CITY CODE CHAPTER 4 CONCERNING FEES AND CHAPTER 5 CONCERNING ANIMALS. Greg Sticha presented the staff report on this item. Councilwoman Ryan asked staff to review development fees further in 2019. Councilman McDonald moved, Councilwoman Tjornhom seconded that the City Council adopts the attached ordinance amending Chapter 4 of the Chanhassen City Code revising the fees for 2019 and Chapter 5 of the Chanhassen City Code revising stable permits. All voted in favor and the motion carried unanimously with a vote of 5 to 0. ADOPT FINAL LEVY, 2019 BUDGET, AND 2019-2023 CAPITAL IMPROVEMENT PROGRAM (CIP). Greg Sticha presented the staff report for this item. City Council Summary – December 10, 2018 13 Councilman McDonald moved, Councilwoman Tjornhom seconded that the City Council adopts a resolution establishing the 2019 final levy at $11,019,868 and approves total general fund expenditures of $11,395,306. It also approves the CIP for 2019 through 2023 in the total amount of $104,527,245. After the motion was made and seconded council members discussed and made the following amendments to the motion. Councilwoman Ryan moved, Councilman Campion seconded to approve an amendment shifting the current across the board 8 percent market rate adjustments for department heads to 5 percent. Councilwoman Ryan and Councilman Campion voted in favor of the amendment. Mayor Laufenburger, Councilman McDonald and Councilwoman Tjornhom voted in opposition to the amendment. The motion failed with a vote of 2 to 3. Councilwoman Ryan moved, Councilman Campion seconded to approve an amendment shifting Project ST038 in the CIP for planning purposes from 2019 to 2021. Councilwoman Ryan and Councilman Campion voted in favor of the amendment. Mayor Laufenburger, Councilman McDonald, and Councilwoman Tjornhom voted in opposition to the amendment. The motion failed with a vote of 2 to 3. Councilwoman Ryan moved, Councilman Campion seconded to approve an amendment removing Project PK&T-99 from the 2019-2023 Capital Improvement Program (CIP) in the amount of $200,000. All voted in favor except for Councilman McDonald and Councilwoman Tjornhom who opposed the amendment. The motion carried with a vote of 3 to 2. Resolution #2018-65: Councilman McDonald moved, Councilwoman Tjornhom seconded that the City Council adopts a resolution establishing the 2019 final levy at $11,019,868; approves total general fund expenditures of $11,395,306; and approves the CIP for 2019 through 2023 in the total amount of $104,327,245. All voted in favor, except for Councilwoman Ryan and Councilman Campion who opposed and the motion carried with a vote of 3 to 2. COUNCIL PRESENTATIONS: ANNOUNCE RESULTS OF CITY MANAGER’S 2018 PERFORMANCE REVIEW. Mayor Laufenburger read a list of accomplishments by the City Manager in 2018 before making the following motion. Mayor Laufenburger moved, Councilman McDonald seconded that the City Council approve the performance evaluation and a salary action for 2019 commensurate with the City Council Summary – December 10, 2018 14 average increase in the budget for regular employees for 2019. All voted in favor and the motion carried unanimously with a vote of 5 to 0. After giving a farewell speech Mayor Laufenburger asked for a motion to adjourn the meeting. Councilman McDonald moved, Councilwoman Tjornhom seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The City Council meeting was adjourned at 10:38 p.m. Submitted by Todd Gerhardt City Manager Prepared by Nann Opheim CHANHASSEN CITY COUNCIL REGULAR MEETING DECEMBER 10, 2018 Mayor Laufenburger called the meeting to order at 7:03 p.m. The meeting was opened with the Pledge to the Flag. COUNCIL MEMBERS PRESENT: Mayor Laufenburger, Councilwoman Tjornhom, Councilman McDonald, Councilwoman Ryan, and Councilman Campion STAFF PRESENT: Todd Gerhardt, Chelsea Petersen, Kate Aanenson, Paul Oehme, Todd Hoffman, Greg Sticha, and Roger Knutson PUBLIC PRESENT: Dave Schollman 8011 Dakota Circle Lynne Pilgrim 8026 Dakota Avenue Unsie Zuege Chanhassen Villager Mack Titus 2747 Century Trail Ed Farr 7710 Golden Triangle Drive, Eden Prairie Randy Schwanz 1372 Ithilien Mike McGonagill 2451 Hunter Drive Greg Briggs Briggs & M DDS Katherine Wise 2747 Wagner Drive Patrick Mulheran 3915 Red Cedar Point Mayor Laufenburger: Thank you and welcome to this council meeting. Those of you that are present in the chambers as well as also those of you that may be watching through Mediacom cable channel in your home or through the world wide web access livestream through the Chanhassen city website. For the record let it be known all 5 members of the council are present this evening along with Mr. Gerhardt, City Manager. Mr. Knutson our City Attorney and several of staff are with us tonight as well. Our first action tonight is the agenda. Council members we have a printed agenda in front of us this evening. Are there any modifications to the agenda? There being none we will proceed with the agenda as it is published. PUBLIC ANNOUNCEMENTS. Mayor Laufenburger: I do have a brief public announcement that I wanted to make. I wanted to note that the Lions Club in Chanhassen is celebrating 30 years this year. 30 years of serving our community. They do the Christmas Tree lot in Cub Foods. They do, working with our Fire Department they do the pancake breakfast. They’re a wonderful service organization. I think it’s appropriate just to acknowledge that happy 30th anniversary to the Chanhassen City Lions Club. Chanhassen City Council – December 10, 2018 2 CONSENT AGENDA: Councilman McDonald moved Councilwoman Tjornhom seconded that the City Council approve the following consent agenda items pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated November 26, 2018 2. Approve City Council Minutes dated December 3, 2018 3. Receive Planning Commission Minutes dated November 20, 2018 4. Receive Planning Commission Minutes dated December 4, 2018 5. Approve 2019 Police Contract with Carver County Sheriff’s Office 6. Resolution #2018-58: Adoption of 2040 Comprehensive Plan 7. Resolution #2018-59: Approve Quote for Ithilien Pond Maintenance Project 8. Resolution #2018-60: Designate Polling Place Locations for 2019 Elections 9. Resolution #2018-61: Orchard Lane Area Street & Utility Reconstruction Project – Call Assessment Hearing All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATION. Mayor Laufenburger: Visitor presentations are included at every regularly scheduled council meeting and at this time anyone wishing to address the council on a matter that is not on the agenda this evening you may step to the podium stating your name and your address for the record. Don Amorosi: Sorry council, I guess I’ve become a regular. My name’s Don Amorosi. I live at 2368 Grays Landing Road in Wayzata. Good evening. Mayor Laufenburger: Good evening. Don Amorosi: I put together a presentation not knowing whether you had the technology to put it up or not. If I go too fast and you’d like me to share it with you afterwards I can. This is a follow up to the meeting that was held last week where I asked some questions about mental health related resources associated with the 2019 budget and I’m going to be brief but I want to give you a little bit of landscape on what I think is a reasonable proposal for mental health Chanhassen City Council – December 10, 2018 3 support improvements for Chanhassen in 2019 and just ask that you take them under consideration. Humor me a little bit and ideally provide some sort of feedback in one way shape or form. According to the Wallstreet Journal in an article on 11-24-2018, a very recent article. When police officers respond to mental health crisis calls the risk for violent encounters increases. One in four people killed by police have serious mental illness. 21 percent of time spent by police officers is handling individuals with mental illnesses. 45 percent of police officers polled have not completed CIT training. That was a national poll. In a statement that was made by Brian Marvell, the President of 70,000 members of the Public Safety Union in California, he said if someone is having mental health issues then let’s send the pros in who actually deal with this. He’s talking about crisis intervention specialists. I mention this because with that background I’m challenged by your statement Mayor Laufenburger in last week’s City Council meeting that the public mental health services were adequate for Chanhassen residents. When I asked specifically about incremental dollars I got a deer in the headlights look and stumbled through it as though it was a question you didn’t know how to answer. And so I ask that the council challenge this position that the mayor took as well by doing these 3, these several things and again I’ll share this with you afterward if you wish for me to. I ask that the obtain the questions to the 11, the answers to the 11 questions I shared with a couple council members regarding Ron, or Rod Franks DHS presentation about mental health crisis program in Carver County. If you read his, if you followed his presentation you would see that that directly contradicts what happened on July 13th, 12th and 13th with regard to my son. It’s public information. It’s not in any type of sealed documents so it would beg the question what happened and whether this information really is valid that he’s provided or where the gap, where gaps exist. Secondly affirmatively determining what if any incremental resources, funds, tools, technology have been allocated under Chanhassen’s contract with Carver County Sheriff’s Department since July 13, 2018 or for 2019. I ask that you consider and I’ve talked with this before and gotten some support around, some sort of blue ribbon panel to determine whether Chanhassen residents with mental illness are discriminated against due to lack of access to quality public mental health services. Participating, and I ask that you participate in Minnesota’s Department of Health upcoming statewide police homicide review. I won’t go into details on that but some council members are aware of this. Maybe not the entire council. And then I ask that you request mental health measures and data and periodic council meetings reporting from public safety contracted entities or authorities that govern how those are conducted. And then for consideration I certainly with respect to the budget, I recommend that you redeploy the savings associated with the elimination of a Crime Prevention Specialist to hire instead a Crisis Intervention Specialist. You see what I heard was that we, there is no incremental spend and no distinguishing spend in your $11 million dollar budget whatsoever. Yet the statistics I went through beg that there should be. 1 in 5 individuals suffer with mental illness and almost every interaction with law enforcement involves violence and has to do with mental illness. Second earmark $50,000. I think that amounts to 4/10ths of 1 percent of the 2019 budget to augment any funding gaps or improvement opportunities as deemed necessary by county crisis intervention leaders. Next require that all deputies allocated to Chanhassen under it’s contract with Carver County complete intense 40 hour de-escalation training by Q2 2019 even if overtime pay is required and prohibit untrained deputies from responding to known mental health crisis’s. And Chanhassen City Council – December 10, 2018 4 finally if you haven’t already everyone, I think you’d be hard pressed to find a resident of Chanhassen that hasn’t said why did this happen? And if something like this happened again would we get the exact same result? Thanks for your time. Mayor Laufenburger: Alright thank you Mr. Amorosi. Would you be willing to offer that, you talked about an electronic presentation. Can you make sure that city staff gets that? Don Amorosi: Yes I will. Mayor Laufenburger: Okay thank you. Alright before I invite other visitor presentations any council member wish to respond to Mr. Amorosi? Alright thank you. Is there anybody else that would like to make a visitor presentation at this time? Alright there being none I will close visitor presentations at this time and move to the next item on our agenda. PUBLIC HEARING: LAKE DRIVE EAST STREET IMPROVEMENT PROJECT: ORDER IMPROVEMENTS AND AUTHORIZE PREPARATION OF PLANS AND SPECIFICATIONS. Mayor Laufenburger: For those of you that may be present regarding this item I will ask for a staff report first, followed by questions from council to staff and then I will open it up to the public for public comments concerning this project okay. Is this your’s Mr. Oehme? Paul Oehme: Yes Mayor. Mayor Laufenburger: Alright go ahead. Paul Oehme: Thank you City Council members. So tonight we’d like to consider moving forward with the Lake Drive East street improvement project. Tonight with me is Chuck Richard from WSB and Adam Gosbro, also from WSB. They helped us complete the feasibility study so if you have any questions for them they’re available. So Lake Drive East project consists of about .76 miles of street improvements including the intersection of Dakota Avenue and up to Highway 5 shown here in this exhibit. It’s kind of in the eastern part of the community. Included with the improvements for consideration are some watermain improvements, sanitary sewer, and storm sewer improvements as well along with intersection improvements. Annually the City rates our streets for our pavement condition inspecting all the deficiencies and how well the streets are holding up. This section of road was evaluated in 2018 and the scores are shown here on the Lake Drive just west of Dakota is 59 and the section of Lake Drive most of that’s about a 58 which is in the overlay category. Typically anything under 65 on that PCI scale is considered eligible for an overlay. And then Dakota Avenue is a little bit higher but that area is heavily patched and the pavement inspections typically don’t take in patching in consideration for that, for those PCI’s. So it’s kind of inflated in that respect but, so the purpose for the project again is to maintain our pavements as best as we can so this project is again, has been planned for a couple years. Lake Drive is a municipal state aid route so the City Chanhassen City Council – December 10, 2018 5 does receive some gas tax from the State of Minnesota to help fund these projects. The street was constructed in ’91 and then sealcoated a couple times in 1995 and then again in 2005. The small section of Dakota Avenue is also on our municipal state aid route system so it’s eligible again for state aid funding. That section of road was constructed in ’86 and then again sealcoated again but based on our pavement condition of the pavement inspection, the PCI rating, field visual inspections that we’ve done at a staff level, the traffic that these roads receive the geotechnical report that we have, have been drafted by a geotechnical firm, there is a recommendation for overlay. Mill and overlay of 3 inches of new pavement for this road. There is approximately 20 percent of the curb and some of the sidewalk out there that is deficient. Some crack. Some heaving areas that we’d also like to take care of with this project as well for the pavement. So a big component of this project is looking at, we looked at the operations of the intersection of Dakota and Lake. How that functions. We have received comments from residents and traveling public over the years about the operations of this intersection, especially as, since the business to the west of Dakota has opened up. We have seen more traffic at this intersection. So the report, the feasibility study did look at all that information. Considering all that data we did look at 6 alternatives to make improvements to the intersection. They range from all the way up to putting in a signal in, to a roundabout, to different other operations of stop signs and turn lanes as well so I’ll go through a little bit of those tonight as well. So just some of the crash data that we found. So the available crash data, we looked at it. It was based over an 8 year period from 2011 and it’s been averaging right around one crash per year which is you know in all estimations is low for the volume of traffic that this intersection receives. 8,000 trips per day on Dakota Avenue. Mayor Laufenburger: Mr. Oehme just to clarify. Crash data is, what’s the source of your crash data? Paul Oehme: Well it typically is gathered by Carver County Sheriff’s. Mayor Laufenburger: Law enforcement. Paul Oehme: Law enforcement and it’s either stored at Carver County or the State level and cities, communities can extract that data from those data bases. Mayor Laufenburger: But as we would expect if a crash is, occurs but is never reported it’s not going to be in our data. Paul Oehme: It’s not a crash exactly so there’s, and we’ve heard from. Mayor Laufenburger: I mean it’s still a crash but it’s not a crash that we know about. Paul Oehme: Exactly. That we know about and we’ve heard from other property owners, residents in this area that you know there’s been lots of near misses too but it’s hard to quantify. Chanhassen City Council – December 10, 2018 6 Mayor Laufenburger: Do we record near misses? Paul Oehme: We don’t. We can’t quantify that so just wanted to bring that up. Mayor Laufenburger: Okay. Sorry for the interruption. Paul Oehme: Good question. So these are the 6 alternatives that the feasibility study looked at was one is no change. Basically leave the intersection as is. The second alternative we looked at was a 3 way stop. Basically adding a stop sign at the northbound Dakota Avenue leg of the intersection. There are currently stop signs, stop conditions on Lake on the east west lanes. And then we also looked at a 4 way stop. Adding a stop sign on the southbound of Dakota. All way stops with turn lanes and then signals like I mentioned and then a mini roundabout as well so looking at all those operations we did complete a traffic study and modeling and looked at the delays. This is the level of service basically for those improvements. Not just today in 2017 when the feasibility study was looked at but also projecting out to 2037 with future traffic demands and operations at this intersection. And again it’s level of service is basically delays that we typically would see at an intersection. The seconds a vehicle would have to wait at that intersection to go through that intersection. So and then we looked at roadway alternative comparisons between all 6 alternatives. So looking at overall operations. The level of service again. The queuing. Roadway safety improvements that we would typically see for these intersections. Pedestrian safety. MnDOT approval too since it is close to Highway 5 operations they would have to sign off on any changes and then the cost for each of the improvements as well so it’s something we rated them plus or minus and higher scores are better. Basically better comparison. So the two improvements that did rate high were again the mini roundabout, alternative number 6 and then looking at a 3 way stop as well so. The first one is the mini roundabout. We’ve looked at the geometrics of what that would take to put into the intersection. Obviously that would be some significant improvements that would need to take place here. The green line indicates you right-of-way that would have to be acquired and there would be more construction and more cost associated with putting in a mini roundabout like this so again the mini roundabout is, say it’s a concrete raised intersection as opposed to a landscape intersection where you see a typical roundabout so this did rate as a good operational alternative but however you know based upon the cost and we’re not seeing again the accidents and the crashes out in this intersection we’re not recommending this improvement at this time. That might be something down the road that a future council might want to consider if things change in this intersection. What we are recommending is a 3 way stop alternative. Again there’s currently a stop condition on the eastbound and westbound lanes of Lake Drive. What would be proposed is to add a stop sign coming out of Dakota Avenue. We’ve heard from residents that you know some people are stopping there already and just to slow down and just to make sure that the intersection’s clear before going through the intersection so some people are already kind of taking that into consideration already. One of the bigger improvements that one of the alternate improvements that we’re looking at too is extending the center median on Dakota Avenue down to the intersection of Lake Drive. That would help some U turning movements that we’re seeing right now at this intersection and then also we would have a raised median for pedestrian Chanhassen City Council – December 10, 2018 7 crossings too so it’s a safe refuge that we’d like to consider at this intersection for, so pedestrians don’t have to cross all 4 lanes of traffic all at once. And the intersection would be striped again for pedestrians at this time. There is no pedestrian facilities on the south side of Lake Drive. One of the improvements that we’d like to consider is constructing a sidewalk on the west side of Dakota Avenue down to I think Erie Avenue. At least into the neighborhood there. Would allow you know pedestrians at least to not walk on Dakota Avenue and have a little safer movements at the intersection as well. One of the items that we looked at in the feasibility study that we heard with our neighborhood meeting was you know maybe adding an LED blinking stop light at, along Lake Drive. Mayor Laufenburger: Both east and west bound? Paul Oehme: Both east and west yep. Both east and west bound so these have been used throughout the state of Minnesota and nationally. There has been some studies completed on them and they do support you know they show that the drivers are more compliant when these signs are installed for stopping. One of the things that again we’ve heard from residents and traveling public, this intersection seems like that people are not stopping at this intersection on Lake Drive as much as they should so and looking out for traffic coming out of Dakota Avenue so this might help that situation. However you know I did put in your packet some guidance from the State of Minnesota on LED stop signs specifically from the County Road Safety Plan. These signs seems like they are a good idea at first. However over time they may lose some of their effectiveness as the traveling public becomes more accustomed to the signs so something to consider. We have had red flags on these stop signs and I think we’ve had reflective bars on the post on the stop signs too to help alert the traveling public to the stop conditions at this intersection so we’ve had tried some improvements over time. However it seems like it’s not helping as much as it should. Again MnDOT does try to have some guidance when these new technologies and these new items come out so MnDOT’s guidance is to limit these signs in areas where there’s limited visibility say around the curve or you know or if there’s topography issues. If it comes up at a intersection. If the traveling public comes up to an intersection that you can’t see it very well so alerts the public a little bit better in that instances. These signs are also placed in high crash areas as well throughout the State. I know MnDOT’s put these in successfully and it seems like it helps in those areas. However at the intersection of Lake and Dakota again there isn’t a high rate of crashes at this time. And then also MnDOT limits the installation of these facilities at rural junctions as well where highways, trunk highways meet local roads and unexpected areas where you’re traveling down a highway and you come to a stop sign say every 5 miles or something. You know we’re not, where there’s a stop it’s really not expected so kind of in those areas where you know stop conditions aren’t noticeable so. If there’s any questions with that you know we can answer them now or at the end of the presentation too. But watermain improvements, just wanted to walk through this a little bit with you as well. There is 12 inch ductile iron pipe along Lake Drive that seems like it is in good condition. There is 8 inch ductile or 8 inch cast iron on Dakota Avenue however that’s the older pipe and we’ve had problems with that pipe over the years and specifically on this section of pipe we’ve had watermain breaks on the north side of Highway 5 so the idea here is you know we can’t replace Chanhassen City Council – December 10, 2018 8 the pipe under Highway 5 very efficiently or cost effectively. The cast iron so what we did we modeled the watermain in this area and there is a 12 inch main seems like it’s been modeled to be sufficient to carry the water needs and fire flows in this area so what staff is proposing is to abandon that 8 inch cast iron pipe under Highway 5 but rebuild the section of pipe basically from Lake Drive up to the service for the business to the west. The little section of pipe and then again abandon that section under Highway 5. I think it would reduce the risk of a watermain break in this intersection under Highway 5 tremendously. And then we are looking at, there are some valves out here that potentially need to be replaced. There’s some bolts and then some hydrant repairs too that we’d be including in the project. Sanitary sewer. This seems like it’s in fairly good condition. However some of the manhole covers, lids and some of the pipe has some mineral deposits. We’d like to fix that in conjunction with the project as well as long as the project were to move forward. Chimney seals on the manholes as well. Storm sewer, there’s some manholes out there that are failing. The rings need to be redone. Castings need to be replaced and some manhole dog houses too that need to be replaced. Also there’s some sump pump discharges along Lake Drive on the west side of Dakota that we’d like to install from sump pumps. Discharges and then direct that into the storm sewer as well in conjunction with this project. So with that again the feasibility study was drafted by WSB and Associates and is available in our department. In the engineering department. We did have an open house on November 8th. Approximately 30 property owners from the area, community did attend. We thought that was a good turnout and good discussion there. And then again on November 26th the council did accept the feasibility study but did request that the project be looked at, as 3 separate projects. One is the, identify the cost for the intersection improvements only at Lake and Dakota. Looking at just doing the utility improvements by themselves. And then overlay of Lake Drive to the east as well, or to Dell. So that’s what we did. This is the original feasibility study report and the costs associated with the complete project so if the project were to go forward our recommendation is the 3 way stop at Dakota and Lake with pedestrian improvements and then the improvements as I had indicated before for a total project cost of a little over $760,000. Mayor Laufenburger: Now these are the estimates. Paul Oehme: Yep, these are the estimates from WSB. Again we haven’t gone out for bid yet. The final plan set hasn’t been completed yet either so a lot of detail work has yet to be done. Mayor Laufenburger: Okay. Paul Oehme: This is an exhibit showing the proposed assessment area for the entire project if we were to move forward. And the assessment roll is in your packet. So for this, for the entire project if it were to move forward there is a little over $175,000 worth of potential assessments based upon the assessed practice that we have currently. 18 properties businesses would be assessed. No residential properties would be assessed. Again 40 percent of the assessable street cost would be looked at for the assessment. The city would pick up the remaining costs. The assessments would be also proposed at 8 year term at 2 percent plus, 2 percent prime at the time Chanhassen City Council – December 10, 2018 9 of the contract awarded if it go to that. So the alternate project costs and scopes that we had just talked about. One is again the improvements at the intersection of Dakota and Lake from WSB’s cost analysis these are the costs associated with that. These may be a little bit higher just based upon the project is a little bit smaller in scope than a big overlay project along Lake Drive so but taking into consideration the stormwater improvements and the intersection improvements as well. Same intersection improvements as what was originally in the feasibility study. This would, in order to make those improvements at the intersection there would have to be some improvements at Lake Drive. Staff would propose to assess 3 of the property owners that would be benefiting from the property or from the project for the overlays. The assessment is estimated to go up a little bit just because the project is smaller. There’s less assessment area associated with that so and this is the cost estimate where the parcels that would be proposed to be assessed for just the intersection improvements here so 3 of them at the intersection and you can see the assessments would potentially be going up significantly if we just did the intersection improvements. Alternate number 2 was just do the utility work. We just broke out the watermain improvements and sanitary sewer improvements. What we think would have to be completed. Obviously some of these improvements could be done at a later date as well. The watermain improvements however we’ve talked about the abandoning or the removal of the cast iron pipe is under Dakota Avenue so you know it would be cost prohibitive really to do the utility work separately because the restoration costs would be, you know it’d be kind of redundant if you do the intersection improvements then come back some time later and do the utilities and have to rip up the curb and the street again so we would recommend that you know if the intersection at Dakota was improved in the future that some of these utilities would go along in conjunction with those improvements. Mayor Laufenburger: So let me just clarify. So what you’re saying is alternative one is the street work at the intersection. Paul Oehme: Right. Mayor Laufenburger: Alternative two is the utility work at the intersection. And then you’re about to tell us alternative three which is the MSA work from Dakota east towards Dell Road is that correct? Paul Oehme: That’s correct, right. So basically we’d, you know for the intersection project we would stop the work basically at, makes sense to stop it at McDonalds entrance drive. Someplace in that area and just redo the intersection here as proposed and then if council prefers we could do the overlay east of McDonalds property all the way to Dell at a future date and that again that’s alternate number 3 that’s shown here so that’s a little over you know $330,000 so the assessments for that project would be similar to what was in the feasibility study because it is a larger project and the assessable area is large as well too so again most of the project cost would be paid for through by state aid funds and they’ll be assessed back to the benefiting property owners for some of the overlay costs. So in summary you know separating the intersection improvements from the rest of the mill and overlay improvements on Lake Drive you know in Chanhassen City Council – December 10, 2018 10 our estimation and WSB’s estimation it wouldn’t save the City any funds in the long term. You know if you do the intersection project now it would you know a lot of, and we do the Lake Drive project later, a lot of the truck traffic would have to go through the intersection too so the degradation of that intersection might be a little bit more sooner than we would like. The assessments for the properties at the intersection of Dakota and Lake would be higher if that would be a stand alone project as we discussed and again the watermain improvements at Dakota and Lake should be done when Dakota Avenue intersection improvements are made, whenever that would be. And so we got some choices there. You know this is the schedule that staff has laid out. If the project were to move forward obviously tonight we’re considering the preparation of the plans and specifications and then in the future bidding the project out in March sometime. Neighborhood meeting again in April and starting construction maybe in July and try to have the project wrapped up by the end of summer. With that if there’s any questions for myself or anybody from WSB more than willing to answer them at this time. Mayor Laufenburger: Thank you Mr. Oehme. Before we open the public hearing let’s just pause for a moment. Council members do you have any questions or comments for staff? Anyone? Mr. Oehme, you talked about extending the median on Dakota Avenue farther to the south right? To eliminate, you mentioned U turns something and other reasons. Paul Oehme: Right. Mayor Laufenburger: Would you need to acquire more right-of-way either to the east or west on the north side of Lake in order to do that as far as you know? Paul Oehme: Not in the feasibility study. It’s my understanding that we can narrow some of those lanes up a little bit and still allow for that pedestrian crossing to take place. That refuge that we had talked about so, and then restriping that intersection. Mayor Laufenburger: Okay. And you talked about, you didn’t or you considered but not, did not choose a mini roundabout. Does Chanhassen have any mini roundabouts right now? Paul Oehme: No we do not. Mayor Laufenburger: What’s the closest mini roundabout do you know? Paul Oehme: I think the closest one is maybe in Scott County in Shakopee. Mayor Laufenburger: Oh down by the middle school down there? Paul Oehme: Yes. Mayor Laufenburger: Verling or whatever that is. Chanhassen City Council – December 10, 2018 11 Paul Oehme: I can’t remember the name of it. Mayor Laufenburger: Okay, alright. Okay oh excuse me. Go ahead Councilmember Ryan, please. Councilwoman Ryan: For the MSA funds then what do you have allocated for, from the MSA funds? I don’t recall for the Lake Drive East. Paul Oehme: For the Lake Drive, well so I believe we’ve got, I mean it covers the cost for the project. I know we’ve got that budgeted for so it’s $500,000 or $600,000. Councilwoman Ryan: And this isn’t a gotch ya question because I was, I had asked about breaking out the project and obviously the concern was you know was somewhat in conjunction with the franchise fee conversation that we were having and so when we’re budgeting for next year, you know 60 percent of $764,000 is less than, or is more than the 60 percent of if we do just do part of the project. Paul Oehme: Sure. Councilwoman Ryan: I think it ends up being $429,000. So with a MSA funds will that then if we combine these projects it will be sufficient to cover it without? Paul Oehme: Yeah we have budgeted enough MSA funds in the CIP for next year to cover everything. Councilwoman Ryan: The entirety. Paul Oehme: The entire project if the council wants to move forward with everything. Councilwoman Ryan: Okay. And then as part of that, and when you send it out to bid is the sidewalk or the trail that heads south on Dakota, is that part of it so that will be constructed? Paul Oehme: It’s proposed to be included with the contract for construction. Councilwoman Ryan: Okay. And then the last piece of it for just the road, and I know this is just kind of a rough drawing but it speaks to whether or not we need blinking lights or not. How, will there be painted lines and arrows on the, who’s going straight and who’s turning and all of that? Has that been identified or will that be identified? Paul Oehme: Yeah so one item that we did talk about was the striping on the intersection, one of the items that we were looking at improving upon in this intersection is the pedestrian crossing so we’ll have some lanes for the pedestrians to walk through. We’re looking at stop bars for the traffic as well to keep them back from the intersection and back from the pedestrian crossing as Chanhassen City Council – December 10, 2018 12 well so those are the striping improvements that we’re looking at. We’re looking at thermal plastic. Striping out here instead of the epoxy paint. It just lasts a lot longer. It’s better reflectivity. Those type of things so I think those are the things we’d like to add into the project as well to try to enhance the visual nature of the intersection and to try to keep people to obey the stop conditions that are out there. Councilwoman Ryan: Okay perfect, thank you. Paul Oehme: Okay. Todd Gerhardt: Mayor and council? Mayor Laufenburger: Go ahead. Todd Gerhardt: I just wanted to expand on, there’s not going to be a stop bar. When Paul says stop bar he means a solid rectangle painted line by the stop sign. Paul Oehme: Right. Todd Gerhardt: And so that’s where the cars are indicated of where they should stop is behind that white line. Mayor Laufenburger: Okay, Councilmember Tjornhom do you have a question or comment? Councilwoman Tjornhom: I do. Paul when you’ve been explaining this project and the improvements you’d like to make and the estimated costs of those improvements. Now that council has come to the conclusion that we won’t be doing fees to fund pavement management projects and roads, what are some things should council be looking at or expecting from now on as far as cutting costs for projects and things that we perhaps might have to put aside? Is that probably a question for a work session or is that a fair question right now just to ask? Mayor Laufenburger: Well let me ask it a different way. Have you, as you evaluated this project particularly is there any cost cutting measures that you put to this that you would otherwise not put on other projects? Paul Oehme: No we, we drafted the feasibility study all the way back in 2017 and the scope of the project hasn’t changed. We’ve added enhancements after our neighborhood meeting. The 3 inch mill and overlay that we’re proposing that still, that has not changed. Mayor Laufenburger: So I think Bethany, excuse me Councilmember Tjornhom you offered this up. That’s probably a subject for discussion at a work session in how to solve those problems in the future. I think that that’s might be where that would be. Any other questions? Go ahead, Mr. Campion please. Chanhassen City Council – December 10, 2018 13 Councilman Campion: Mr. Oehme, can you remind me how the cost compared on the 3 way stop alternative here and the mini roundabout? Paul Oehme: So again the mini roundabout would require right-of-way that to be purchased. I think that drove up the cost significantly and there’d be a lot more concrete. Pavement that would have to be included. Basically instead of a mill and overlay at the intersection it’d have to be a reconstruction for the whole intersection. WSB Representative: So the mini roundabout was estimated at $330,000. Paul Oehme: Okay so additional $330,000 above the 3 way stop option. Mayor Laufenburger: Again these are estimates. These are not responses to bids that contractors might offer. Paul Oehme: And the estimates are based upon historical costs that we’ve received in our community and metro. Mayor Laufenburger: Mr. Campion do you have a follow up to that? Councilman Campion: Yeah and then the follow up was just asking for a reminder of, I mean the biggest driver behind why this project needs to be done is the safety of the intersection or the other improvements on Lake Drive East? Paul Oehme: So I think it’s both. I mean we wanted to try to do these projects at the same time. You know so the pavement condition is getting to a point where you know we’d like to do some improvements at this time before it gets too low and then it would cost more to do an improvement down the road. You know we’ve heard annually from property owners in this area that they’d like to see if we can make some improvements to the intersection for safety and visibility. Those type of things so that’s always in the back of our minds to try to take, you know a lot of these projects together. To try to do them at one time. Councilman Campion: No I mean comparatively it seems like these, the CPI number or OCI numbers for these streets is fairly high compared to some of the other streets we’ve looked at recently right? Paul Oehme: Well yeah so for example the Orchard Lane improvement project that we’re looking at for next year, that’s a street reconstruction project and those are down in the 20’s and 30’s so those are, you know that’s a complete reconstruction of a neighborhood street you know so we prefer not to take the OCI’s or the PCI levels down to that level on these streets if we can just because it’s going to cost us more to do the project in the future. Chanhassen City Council – December 10, 2018 14 Councilman Campion: Okay. Mayor Laufenburger: Anything else? Councilman Campion: That’s it for now. Mayor Laufenburger: Okay. Paul can you bring up the slide that shows the source of funding for this project? I think you have it in there. Okay. So you’ve identified, this is the entire project now right? Paul Oehme: This is yep. Without the breaking out the separate projects. Mayor Laufenburger: Okay so the street improvements and the intersection improvements, would both of those be available to be paid for by MSA funds? Paul Oehme: They would right. Mayor Laufenburger: Okay. Would they be available to be paid for by MSA funds whether they were a full project or a 3 bid alternates? Paul Oehme: They would. We would just have to break it out separately so, the caveat to that the sidewalk I think in Dakota that would probably have to come out of local funds just because it’s not on a MSA route. Mayor Laufenburger: Okay, alright that clarifies it for me. Okay. Let’s see unless there’s any other further questions or comments at this time I would like to open the public hearing. If there’s any people present in the chambers that would like to speak regarding this matter you’re certainly welcomed to come to the podium. State your name and address so I invite anyone. Lynne Pilgrim: I’ll go first. Mayor Laufenburger: Good evening. You’re breaking the seal. Lynne Pilgrim: I am Lynne Pilgrim. Mayor Laufenburger: Say it again please. Lynne Pilgrim: I am Lynne Pilgrim. I live a 8026 Dakota in Chan Estates and I’ve been here since 1977 and I’m going to give you a little background about our neighborhood. Chanhassen Estates is a neighborhood, a very proud active supportive Chanhassen residents. We use the bridge over Highway 5 to walk to the post office, the library, the grocery store, Target and other businesses. We drive through the intersection very cautiously with a foot on the brake and a hand on the horn. We teach our children when they start driving to do the same. We tell Chanhassen City Council – December 10, 2018 15 everybody, all of our friends, all the people who do business with us, do not go through that intersection with any other way. Any other method. Be very careful. Because on either side we’ve got McDonalds and we’ve got Starbucks and they don’t pay attention. They’ve got a coffee cut in one hand, a cell phone in another, a child screaming in the back seat and they’re not paying attention. Yes there’s an octagon stop sign. A very faded octagon stop sign and they don’t look at them so, and you honk at them and you get all sorts of hand gestures. You get people yelling at you. There are lots of crashes that are not reported. People don’t report minor crashes. As you are all aware your insurance companies all have a minimum that you, you know that you pay and you don’t want to report them so if it’s minor you don’t report it but there are crashes. And just after the last meeting a couple of my neighbors mentioned that their teenagers had had accidents in the last couple years and yes they were minor and no they were not reported because with a teenage driver and if you’re a parent you know with a teenage driver you don’t report those. So close calls. Inattentive drivers. That’s something we’re very worried about. So we want you to think about what can we do to make it safer and that’s why we’re pushing for solar lights. We know that we’re old timers in Chan. We know that our neighborhood has a very different history. Chan Estates was built in the late 60’s. Highway 5 was a two lane highway without signals. There was no way in and out of our neighborhood. We wanted a signal there so we fought and we said please put a signal so we can get in and out of Chan Estates. We were the only neighborhood on the south side. We had Rice Lake Marsh behind us. We had a cornfield on one side. We had a field on the other and we fought and we won but the City assessed us $100 per home, and this was a while ago. $100 was a lot back then so that we could get the light. Along with Eden Prairie we fought the area to the east because Hennepin County wanted to put in a garbage dump. We expressed our objections later on Lake Drive when, what was the name of it? Valley Auto wanted to go in and we said we didn’t want that. We wanted something that was better. We ended up with Park Nicollet which is a great neighbor. All of a sudden Ivan’s wanted to sell their place and we all agreed. It needed to be cleaned up and Ivan’s was ready to sell and Starbucks came in so at that point we said could we have solar lights there at that stop sign and we were told no. It’s too costly and they’re not effective and they’re only used in rural areas. At that point I was playing in a golf league, Braemar and I drove down Gleason and I went past two solar powered lights every single week and people stopped at them. Now I don’t know maybe Edina’s rural. I didn’t know that but I always kind of thought that Edina was more of a city than we are but I must have not known better. So now we have a very dangerous intersection. At that point I suggested that Starbucks was building. That whole intersection was going to have a complex there with 3 businesses. Couldn’t they help pay for that solar light? Nope we couldn’t even suggest it so anyway, so now we have people driving through the intersection. Not paying attention. All of our residents drive through with one hand on the horn and a foot on the brake and we all pray. And yes we have all been sworn at and yes we’ve all had things happen to us. And those people who have not had it happen they’re in the minority. So all I ask is that you think about this and you please consider our neighborhood and you please consider solar lights. They’re not that expensive. You can buy them for under $2,000 for a light. They’re solar powered. We don’t have electricity then. Yes you’d need two of them. You’d need one on each side but they’d be better. Getting a roundabout means no lights. No stop signs. Now you’ve got a totally uncontrolled intersection. Chanhassen City Council – December 10, 2018 16 I don’t know if you’ve been on the roundabout in Cologne or some of the roundabouts out in Waconia. I’ve watched people and they get in there and they’re just, they’re a total loss. Like okay now what do I do? Is that one have right-of-way? Do I have right-of-way? Which way should I go? Okay now again put that coffee cup in one hand, the cell phone in the other, the screaming kids in the back seat and the man who’s late to work, or whatever it may be. The lady who’s got a job that she wants to get to. I don’t care what it is, it’s still inattention. That’s why we want something that says hey, this is a stop sign and I know that they’ve tried flags. I know they’ve tried other things. I also know that right now you can barely see that stop sign. It’s very, very faded. We do not have crosswalks. We do not have a way to get across that sidewalk. I don’t really think, I walk through the neighborhood a lot and I walk, I’ve done it. I’ve walked my dogs there. I’ve done everything else. I don’t see the need for the sidewalk on Dakota. What I see the need for is a stop sign and a crosswalk. And I’m one of these people who walks in town. Chanhassen is not a walk friendly town. You walk across that bridge. You come down into a city park where there’s nothing there and then you’ve got to cross again and then by the time you cross, you get up by the Dinner Theater now you’ve got to cross again. Some day I suggest all of you try that walk. It’s interesting. I almost got hit this summer by a truck. The man was horrified. He was driving into Starbucks. He was shocked. What do you mean I have to stop? I can’t just drive in? His wife was kind of, had a few other words for him but he was shocked so please think about us will you please? That’s all I ask. Mayor Laufenburger: Thank you Ms. Pilgrim. Lynne Pilgrim: Thank you. Dave Schollman: My name’s Dave Schollman. I live at 8011 Dakota Circle. Mayor Laufenburger: I’m going to ask you to say that one more time at the microphone so our recorder gets that. Dave Schollman: Okay. My name is Dave Schollman. I live at 8011 Dakota Circle and I’ve lived there since 1980. I can’t help but echo everything that Lynne has said because we’ve talked about that intersection for years. I’ve been through that intersection 4 times today. I go to coffee downtown at 20 to 8:00 every morning and it’s dark there and other people leaving McDonalds or Starbucks they don’t really see the signs. I’ve got a Honda with the weakest horn in the world and I wish that I had the money to go out and buy an air horn to wake these guys up when they go through that intersection. It’s been a sore point for us for many years. I’m really disappointed you didn’t do any economic assessment for that intersection including the lighted signs. I think it would probably pay for itself and I know I’ve seen signs that Lynne’s seen and I’ve seen other lighted solar power signs around in the area and I wish you guys would go out and at least look at them. I don’t know if anybody’s ever gone down to that intersection during the day. If you go down there in the morning at 7:30 you’ll see what I’m talking about. They come out of McDonalds. They come out of Starbucks and they really don’t look up Dakota where we come from. They look out at the Highway 5. They look that way and not back to us. Chanhassen City Council – December 10, 2018 17 We virtually stop every day, every time we go through that intersection because we don’t know what’s coming from our right or our left. So please give us some consideration with the lighted signs. I think it would make it much easier for us and everybody in town really. Thank you. Mayor Laufenburger: Thank you Mr. Schollman. Todd Gerhardt: Mayor? Mayor Laufenburger: Mr. Gerhardt go ahead. Todd Gerhardt: Ask Public Works Director Paul Oehme to, do your estimates include the lit stop signs? The solar stop signs. Paul Oehme: So I did include the lighted solar LED signs in the feasibility study. The numbers here do not include that. It’s another $4,500 that we estimated would be tacked onto the project. Mayor Laufenburger: But are you. Todd Gerhardt: Bid specs include them? Paul Oehme: Excuse me? Todd Gerhardt: Do the bid specs include solar LED stop signs? Mayor Laufenburger: Well actually I think that that’s something that the council may direct you to include in specifications. Yeah you have not prepared the specifications. Paul Oehme: We have not, no exactly. Mayor Laufenburger: So it’s something that if council chooses to ask for specifications that include that we would ask you to do so then bids would come in for that. Paul Oehme: Exactly, correct. Mayor Laufenburger: I’m getting 3 nods. That’s a good thing okay. Alright is there anybody else that would like to address the council in a public hearing on this project? Okay there being none I’m going to close the public hearing and bring it back to the council for comments or questions. And before I do that Mr. Oehme could you just restate what is it that you’re asking the council to do this evening. Paul Oehme: So I’ve got a slide on that. Mayor Laufenburger: Yeah would you bring that up. Okay. Chanhassen City Council – December 10, 2018 18 Paul Oehme: It’s basically ordering the project so the preparation of plans and specifications for this project and then if you wanted to include LED stop signs we can add that into the project scope as well. Mayor Laufenburger: But I’m reminded during this discussion about our last council meeting on the 26th where we passed a, I guess we passed a resolution to consider the 3 alternatives. So when we, if we were to approve this you would be, you would be asking for bids on 3, the project broken into 3 pieces is that correct? Paul Oehme: Maybe I should make some clarifications on that. This motion would be for the entire project. I mean we could do alternate bids for all 3 of them but… Mayor Laufenburger: But you would have to ask for those alternate bids. Paul Oehme: Yeah. Mayor Laufenburger: Is that right? Paul Oehme: Yeah. Efficiency wise you know it’d be best if we let the contractor know are we doing all the project or just some of it and then, typically alternate bids are for smaller segments of project. If you’re adding you know additional catch basins or street lights or smaller things so you know we’re dealing with a pretty chunk of money if we have an alternate bid for the overlays. It doesn’t give the contractor you know a good direction and cost, ability to cost out the project very well. Mayor Laufenburger: I understand what you’re saying Mr. Oehme but in fact this council specifically said we want 3 bids. Three different bids. Paul Oehme: Right. Mayor Laufenburger: And that’s what you’ll ask for. Paul Oehme: And that’s fine. Yeah we can do that yep, absolutely. Mayor Laufenburger: Okay I just want to make sure we don’t lose sight of that. Council any comments, questions or action? Councilwoman Ryan: Mr. Mayor? Mayor Laufenburger: Sure go ahead Councilmember Ryan. Chanhassen City Council – December 10, 2018 19 Councilwoman Ryan: Two more questions. Mr. Oehme could you just re-explain or explain the justification of the sidewalk. I know there were many neighbors that came to the meeting and maybe they suggested that they would like a landing area but could you explain the need for a sidewalk. Paul Oehme: Well I think just you know it’s always safer to have pedestrians off the road and then back of the curb. It’s just you know, just a safer environment. Making sure people aren’t coming up to the intersection at the intersection. You know we don’t currently have any pedestrian improvement facilities on the west side, southwest side, or southeast side of the intersection so you know it’s just a little bit more confusing for the traveling public if people are on either side of the road there. I guess in the lanes of traffic so it would just be safer to have a sidewalk there for pedestrians usage so. I mean we can take out the sidewalk too that’s, you know we can and just have a landing there with an ADA ramp. That would be perfectly acceptable too. Councilwoman Ryan: I’m not suggesting an either or. I just was curious of your reasoning and maybe when they, when the bids come in, I don’t know if that price is broken out or not. Paul Oehme: Yeah I mean so we always take unit price bids for all of our improvements that say a ton of asphalt or a cubic yard of concrete sidewalk and those type of things so we’ll know exactly what the price is and if we want to, you know for the sidewalk that would be a good one to do an alternate bid on since it’s a smaller segment. For the project but we can do it either way. Councilwoman Ryan: Okay. And then I guess this is more in concept but it seems that when the concern of entering and people are coming either east or west along Lake Drive, the problem is that they may be stopping but they’re not looking down, looking south to Dakota. Would that be a fair statement? Paul Oehme: Yeah I think to Lynne’s point it’s inattentive driving. You know we see that all over the city in the metro area here too. People, especially in the mornings too. In the afternoons. You know they’re getting maybe a cup of coffee or something to eat and they want to get back on 5 as quickly as they can so they’re trying to cut corners and get back on their merry way as soon as they can do that’s the problem I think that we’re seeing at this intersection. Councilwoman Ryan: So my question is, what is the solution to get people to look south? Is it flashing lights? You’ve decided that it’s not a 4 way stop because of the back up to Highway 5 correct? Paul Oehme: Correct. Yeah I mean there’s only so much we can engineer into these projects to make people attentive to their surroundings and the environment and what they’re supposed to be doing out here. It comes down to driver behavior and that’s what we struggle with every day and not just at this intersection but around the community so you know we can put all the amenities Chanhassen City Council – December 10, 2018 20 in there but unless the driver obeys the posted signs and everything else, you know and be attentive to their surroundings there’s very little we can do about it. Councilwoman Ryan: Okay. I just didn’t know if there were other solutions. I mean that just seems like that’s the biggest concern and whether it’s striping and maybe when the contracts or the bids come back they have some suggestions on how to set it up but that seems to me like the main issue is what’s coming out of the… Paul Oehme: Yeah and that’s what we heard from the property owners and that’s why we’re you know we’d be okay with looking at putting LED signs in there. I just wanted to make the council aware there’s guidances from MnDOT where these things should be installed so. Councilwoman Ryan: Okay thank you. Mayor Laufenburger: Any other questions council. Mr. Oehme can you just clarify. I’m looking at an aerial view of the intersection. The only turn lane that you would have at this intersection is a southbound Dakota Avenue, a left turn lane before entering Lake Drive East. Is that correct? Paul Oehme: That’s correct. Mayor Laufenburger: So there’s no turn lane from Lake Drive heading west out of McDonalds. Cars would stack there. Those that go right or straight they would just line up right after one another. Same thing is true coming from Lake Drive coming out of Starbucks, the Chanhassen Dentistry there. They would either go straight, left and there would be no turn lane. You spoke about, what’s the white things that you put on the ground to show where people cross? Paul Oehme: Yep, the stop bars. Mayor Laufenburger: Stop bars, okay. Would you put stop bars on the, between the sidewalk on the west side of Dakota and the east side of Dakota on the north side of Lake Drive, you would put stop bars there? Paul Oehme: Well we would put stop bars at, so each approach to Lake Drive. So it’s be right where I’m showing here with the pen or the pointer. There’d be a stop bar there. There’d be another stop bar here before the stop sign and then it would be one on the northbound approach to the intersection as well. Mayor Laufenburger: So the stop bars are essentially to show, this is intended to be safe zone for people to walk. Is that correct? Paul Oehme: Yeah it gives another visual that you’re supposed to stop at this intersection. Or at this point. Chanhassen City Council – December 10, 2018 21 Mayor Laufenburger: But in fact cars that are traveling south on Dakota approaching Lake Drive, what’s going to be the compelling nature for them to stop? Just think intuitively. What’s going to compel them to stop? Paul Oehme: For southbound Dakota? Mayor Laufenburger: Southbound. Paul Oehme: So we’re not proposing a stop sign right there. Mayor Laufenburger: Yeah so what would compel them to stop? Give me, in the presence of pedestrians. Paul Oehme: Pedestrians yep. Mayor Laufenburger: Because we know that the law says that if a pedestrian enters the street the pedestrian has the right-of-way. Paul Oehme: Correct. Mayor Laufenburger: Okay. Anything else that would compel them to stop? Paul Oehme: If there’s something else, if there’s a vehicle already in the intersection maybe. Mayor Laufenburger: Okay. Alright. But you don’t have to widen Lake Drive in either place? You don’t have to widen Dakota south of Lake Drive? You don’t have to widen Dakota north of Lake Drive? You could restripe that. Paul Oehme: Correct, we can keep the curb lines where they’re at today. Mayor Laufenburger: Okay. Just a question regarding the solar powered flashing lights on the stop sign. Is there anything that would impede solar powered panels from receiving enough light to power those lights? Paul Oehme: Just lack of sun. I mean there’s a, I know we’ve recently, well in the last couple years we’ve cleaned out some trees at the intersection for visibility so you know I think there are some more trees at this intersection so we might have to look at trimming some more trees back too. Mayor Laufenburger: But these solar powered flashing lights you know on the perimeter of the stop sign, there’s a battery mechanism in there that would conserve that light right? Chanhassen City Council – December 10, 2018 22 Paul Oehme: It would yeah. Mayor Laufenburger: Okay. Paul Oehme: So it would flash all night and then recharge during the day. Mayor Laufenburger: And how, what’s the maintenance on those solar powered lighted flashing perimeter lights? What’s the, is there put them in and they stay there or do you have to replace them every year, two years, three years, four years? Paul Oehme: I think the LED lights are pretty resilient. I know the batteries are, the battery life maybe, I think I’ve said there’s battery life for about 3 years so you’d have to replace them every so often so at a minimal cost. Mayor Laufenburger: Okay alright. Thank you Mr. Oehme. Would anybody, could you bring back the motion? Okay I’ve kept track of some variables that we might consider council. One is stop sign and/or stop sign with solar powered flashing lights. Do we need to be so specific as saying solar powered? Paul Oehme: No well. Mayor Laufenburger: Just with some flashing lights. Paul Oehme: Just some LED flashing lights. That’d be acceptable. Mayor Laufenburger: Okay LED, okay. And then the other question is sidewalk south of Lake Drive on the west side of Dakota or not? Or just a, what did you call it? An ADA landing zone, is that right? Paul Oehme: Correct. Mayor Laufenburger: So council if you think that it’s appropriate that we move forward with considering, oops one last question Mr. Oehme. If we proceed asking you to prepare plans and specifications what’s the next action that this council will take on this project? Paul Oehme: So the next action item would be to approve the plans and specs once they’re completed and then at that point in time it’s another check in to make sure we got all the things that the council wants in the document and then we would, and prepare another cost estimate at that time. Better cost estimate than we have today and then ask for the council for advertising the project in February. Mayor Laufenburger: Okay. So we’re not approving the project tonight. We’re simply saying engineering do your job and prepare the plans according to the specifications that we’re asking Chanhassen City Council – December 10, 2018 23 you or directing you to and then you will come back and say alright council, this is what we found. This is, are you prepared to approve the project. Paul Oehme: That’s correct. Mayor Laufenburger: Okay, is there any question on that council? So we’re not approving the project tonight. We’re approving the specifications for the project. Councilwoman Ryan: I think there’s only one clarification. When you talked about the sidewalk versus the ADA landing. Won’t it no matter, regardless of if we do a full sidewalk it would still have an ADA landing on it. Paul Oehme: Correct, yeah. We definitely anytime we have a crossing we want to have a landing there. Councilwoman Ryan: Right so it’s. Mayor Laufenburger: Do we take the sidewalk farther south up to Dakota or not? Councilwoman Ryan: Right exactly. Mayor Laufenburger: And that would be part of what the specifications you would ask for or not. Councilwoman Ryan: Right okay. Mayor Laufenburger: So let’s go to the motion again. Todd Gerhardt: Mayor? Mayor Laufenburger: Go ahead Mr. Gerhardt. Todd Gerhardt: Just make sure that you’re proposed motion includes the 3 alternatives as discussed at the last meeting. Mayor Laufenburger: Right that was another item that I had here. So I’m looking for, if council would like to I’m looking for a motion that includes as a minimum the language on the screen plus any other specifications related to stop signs, sidewalk or not and separated into 3 projects or not. Anybody would care to venture on that one? Councilman McDonald: Well Mr. Mayor I’ll make a motion. Mayor Laufenburger: Alrighty. Chanhassen City Council – December 10, 2018 24 Councilman McDonald: I’ll start out with just saying that the City Council orders improvements in preparation of plans and specifications for the 2018 street improvement project number 18-02 with the following amendments, and at that point I would add the flashing LED stop signs. That the project be completed as one project. That the staff look at the development of a sidewalk south of the ADA launching pad on Lake Drive. I think that was about it. Mayor Laufenburger: Okay so let me clarify what Mr. McDonald’s motion is. Project as shown number 18-02 with stop signs with flashing LED lights. The project as a single project. Specified as a single project. And with, did you say with a sidewalk extending south of the intersection? Councilman McDonald: Well south of the ADA landing. Mayor Laufenburger: Yeah south of the ADA landing area on the west side. Okay. That’s the motion as it stands right now. Is there a second to that? Councilwoman Tjornhom: Second. Mayor Laufenburger: Alright thank you Bethany. Now that’s a motion that is certainly up for discussion. Is there any discussion? Not only discussion but also amendments. If necessary. Councilman Campion: I have a question. Under that is it intended that the sidewalk extension is an option? Mayor Laufenburger: No. He specifically. Councilman Campion: It is a part of it? Mayor Laufenburger: He’s saying this is, the motion says that this is a, that a sidewalk is included in the project specifications. Councilman Campion: Okay. Mayor Laufenburger: Any other discussion? Councilwoman Ryan: I would still like to. Mayor Laufenburger: Go ahead Councilmember Ryan. Councilwoman Ryan: Yes Mayor thank you. I’d like to see the sidewalk as an alternative as well as the 3 alternatives. I know that is not the motion on the table. Chanhassen City Council – December 10, 2018 25 Mayor Laufenburger: Right. So how would you modify the motion to do that? Let’s just deal with the sidewalk first. Councilwoman Ryan: I would include it as part of the alternatives. As one of the alternatives. Mayor Laufenburger: So you would in addition to Mr. McDonald’s motion to include a sidewalk you would ask that specifications include either or at the council discretion. Councilwoman Ryan: Correct. Mayor Laufenburger: Okay I’ll take that as a motion for amendment. Correct? Councilwoman Ryan: Yes. Mayor Laufenburger: Alright. We have an amendment that modifies the original motion to say include no sidewalk as an option. Is there a second to that amendment? Councilman Campion: Second. Mayor Laufenburger: Alright. Bear with me folks. This is a little bit of a navigational thing here. So we’re dealing with the amendment. First amendment is including specifications that, including specifications in Project number 18-02 that includes both a landing area at the intersection with no sidewalk and a landing area with a sidewalk south. So Mr. Oehme does that complicate your specifications? Excuse me, does it unreasonably complicate your specifications? Paul Oehme: Just for the sidewalk Mayor? Mayor Laufenburger: Yeah. Paul Oehme: You’re talking about. So I mean I think we would recommend just having in the bid, the bid base. The ADA ramp as the base and then just doing the alternate for a sidewalk south of there. Mayor Laufenburger: So include specifications that said an alternate under consideration is a sidewalk extending south from the ADA ramp. Paul Oehme: From the ADA ramp yep. That would be acceptable. Mayor Laufenburger: Is that how you interrupt this amendment? Paul Oehme: That’s my understanding. Chanhassen City Council – December 10, 2018 26 Mayor Laufenburger: Okay, alright. Any further discussion on the amendment? Okay let’s try this. Councilwoman Ryan moved, Councilman Campion seconded to amend the motion to include as an alternate no sidewalk from the ADA ramp south on Dakota Avenue. All voted in favor except Councilman McDonald who opposed and the motion carried with a vote of 4 to 1. Mayor Laufenburger: Okay that motion, that amendment carries 4-1. We now have a motion that includes solar powered lights. Flashing LED lights on the stop sign and ADA landing with an alternate to include sidewalk. So the council will hear the price of that sidewalk. Paul Oehme: Correct. Mayor Laufenburger: Okay alright. Let’s see let’s deal with the next one. Is there any discussion or modification to the motion as it relates to stop signs? Okay I think we’ve got that one. Now let’s talk about, the motion currently deals with a, with handling the project as a single project. Is there any discussion on that? Councilwoman Ryan: If I could make, ask a question. Mayor Laufenburger: Absolutely. We’re all about talking here Councilmember Ryan. Councilwoman Ryan: It’s not going to change. We already have the numbers as it relates to the alternatives. Mayor Laufenburger: Well there could be some change. Paul Oehme: Yeah so. Mayor Laufenburger: Explain how a change could occur if you’d just ask for a single project? Paul Oehme: Right so I mean if, Mayor and City Council, so if we just have a base bid of say the intersection and then you have a large alternate of a $300,000 or $350,000 alternate for the overlay of Lake Drive, it doesn’t give the contractors very much guidance I think because there’s more risk I think for them to put a bid together for something like that and I don’t think the City would get more competitive bids if, unless it was, if it was split out like that. Mayor Laufenburger: But what’s the value that the City gets with 3 bids? The option to say yes or no to each, any of those. Paul Oehme: Right correct, yeah. Exactly. So I mean we could bid it out 3, you know bid out the project individually too and you have 3 separate contractors too. That’s another option. Chanhassen City Council – December 10, 2018 27 Mayor Laufenburger: Well if we, if we were to specify that we want the project broken into 3 alternatives then, well I suppose we could say no to the project. Paul Oehme: You could. Todd Gerhardt: We don’t want 3 separate contracts. Mayor Laufenburger: Right I understand. But if we open the door to 3 separate contracts we may have 3 separate contracts. Mr. Knutson you, I think you are just on the verge of leaping at me over there. Roger Knutson: No, no. But the norm is you have a base bid and you have alternatives. You’re not talking about 3 separate contractors. Three separate packages. There’s a base bid and then you list the alternatives. So the base bid would be you’d have to pick one of them as the base bid and the other 2 as alternatives. Mayor Laufenburger: Well I think Mr. McDonald’s intent here is to deal with it as a single project. Give the maximum potential for effectiveness and efficiency with one contractor. Do I interrupt that right Mr. McDonald? Councilman McDonald: You do. Mayor Laufenburger: Okay. And I believe Councilmember Ryan you brought this up at, on the 26th asking for 3 alternatives. Maybe you can restate the value that you see in breaking it into 3 alternatives. Councilwoman Ryan: Right and it ended up being three alternatives and I would have been fine with two. I just was looking to determine the cost of what it would be for if we just handled the intersection, which is a concern, and looked at the Lake Drive East project as a separate project based on the PCI numbers and where we were at with our overall budget and funds and so that’s why I wanted to see how the numbers came in as a separate project if we were dealing with just one. Mayor Laufenburger: Okay. Mr. Knutson I need your help on something here. At the last council meeting we passed a motion or a resolution asking for 3 alternates. Can we at this time change that to say that we want specifications built around 2 projects? One project that is the intersection which includes the street improvement and the utilities and then the other project being just the overlay of Lake Drive East. Roger Knutson: Yes. Mayor Laufenburger: We can do that? Okay. Alright. Chanhassen City Council – December 10, 2018 28 Roger Knutson: But just to be clear you’re not asking for 3 separate contracts. Todd Gerhardt: Nope. Roger Knutson: It’s one contract. One, the base bid would be, fill in the blank. It could be the whole thing as a base bid with the alternatives you already mentioned. Or you could say the base bid is the intersection and the alternatives are B and C. Or whatever you want. Mayor Laufenburger: Okay. Roger Knutson: But it’s one contract. Mayor Laufenburger: Alright. So at the present time we have one, we’re asking for specifications around one bid which is one project. That’s what the current motion has. Is there any further discussion or any further suggestions? Councilwoman Ryan: Mr. Mayor? Mayor Laufenburger: Go ahead Councilmember Ryan. Councilwoman Ryan: And then I would like to make an amendment. Mayor Laufenburger: Okay. Councilwoman Ryan: To that motion. To have the alternative of the Lake Drive East portion of the project. Mayor Laufenburger: So using Mr. Knutson’s language. You would like the base bid specifications to be the intersection work? Councilwoman Ryan: The base bid to be the intersection work with the alternative of the Lake Drive East improvements. Mayor Laufenburger: Okay. How’s our communication on that Mr. Oehme? Paul Oehme: Yep got that. So my understanding is there’d be two alternatives. One for the sidewalk and then one for the overlay of Lake Drive. Mayor Laufenburger: Well let’s see. That’s correct. Two alternatives. Landing and sidewalk are just landing. And then the other would be, if this amendment passes for separating the intersection work. Making that the base bid and the other project the alternate. Okay. Alright. That’s an amendment. Is there a second to that amendment? Chanhassen City Council – December 10, 2018 29 Councilman Campion: Second. Mayor Laufenburger: Alright thank you. So we now have, we’re dealing with the amendment which only addresses how we handle the project in total. Any further discussion? Alright all those in favor of the amendment that modifies the one project to a base project of the intersection and an alternate project of the mill and overlay signify by saying aye. Councilwoman Ryan moved, Councilman Campion seconded that the City Council approve an amendment to make the intersection improvements as the base bid with the improvements to Lake Drive East as an alternate. Councilwoman Ryan and Councilman Campion voted in favor; Mayor Laufenburger, Councilman McDonald and Councilwoman Tjornhom voted against. The amendment failed with a vote of 2 to 3. Mayor Laufenburger: That motion fails. We now have our motion as Project 18-02 with flashing LED lights on the stop sign and an alternate for the sidewalk or landing area and specified as a single project. Is there any further discussion? Councilwoman Ryan: Mr. Mayor? Mayor Laufenburger: Councilmember Ryan. Councilwoman Ryan: While I very much support the intersection project because I recognize the importance and the need for this for these improvements to take place I can’t support this motion because I think it, I believe that having a better understanding of them as two separate projects based on the uncertainty of some of our funding and relooking at the OCI projects, I can’t support this project. Mayor Laufenburger: Okay. Mr. Knutson is there something I need to know about? Roger Knutson: Just to say that this. Councilwoman Ryan: Is this? Yeah sorry. Roger Knutson: For this motion to pass it takes 4 affirmative votes. Mayor Laufenburger: It does? Roger Knutson: Yes. Mayor Laufenburger: Any other comments? Councilman Campion: Again. Chanhassen City Council – December 10, 2018 30 Mayor Laufenburger: Oh excuse me, Mr. Campion go ahead. Councilman Campion: In our last discussion of this we talked about having you know the bid alternatives and I don’t see the harm in asking and setting the base bid focused on the intersection and then having options for a sidewalk and Lake Drive East. Mayor Laufenburger: I can appreciate that. Councilman Campion: If anyone would articulate to me why they, they were not comfortable with having those options presented to us by the contractors that bid on this I’d like to hear it. Mayor Laufenburger: Well is there anything else that you’d like to say in support of your position? Councilman Campion: My position is based on just having alternatives and having contractors give us those options. Mayor Laufenburger: Okay. Alright. Any other discussion? Mr. Gerhardt is there anything you want to share with the council? Todd Gerhardt: Mayor, council. When you do bid alternates, as Paul mentioned earlier, the fear is that they could end up with just the $300,000 interchange and not have the $700,000 dollar mill and overlay on Lake Drive East and so you may see less bidders on a project like this because of that fear of not including probably the larger portion of the project or vice versa, Dakota not being done because the bids are too high. So when you break a project apart there’s risk and when you have risk there’s a cost increase so I just want the council to understand that as you look at alternatives. A sidewalk, alternatives as Paul had mentioned typically are smaller in scale. Sidewalk for what, 100 feet is you know probably under $10,000 so you know a contractor would have no problem doing bid alternates on that. And so, but when you have one where it splits it between $400,000 and $600,000 then there’s risk involved in bidding a project like that. Somebody may have more expertise in mill and overlays than they do in curb and gutter so there’s a variety of things that play a factor in that. Mayor Laufenburger: Okay. Mr. Knutson can you, you brought up a valuable point. Can you explain why this requires other than a simple majority? Roger Knutson: Yes Mayor, because that’s what the Statute says. Mayor Laufenburger: Why would I think that you would say anything other than that. Roger Knutson: It wasn’t my idea. Chanhassen City Council – December 10, 2018 31 Mayor Laufenburger: Alright, okay. Any further discussion? Councilwoman Ryan: Mr. Mayor? Mayor Laufenburger: Go ahead Councilmember Ryan. Councilwoman Ryan: So Mr. Oehme again to clarify the Lake East, Drive East we will be covered with MSA funds. Paul Oehme: Yes. That’s currently the proposal. Councilwoman Ryan: Okay. Then I will concede and change my vote for the betterment of the project at the intersection. I’m still concerned about the overall cost of the project as we look at budgets going forward but I do think that the intersection is a dangerous one and I think it needs to be addressed so I will. Mayor Laufenburger: Well we’re not taking a vote yet. Councilwoman Ryan: I know so. Mayor Laufenburger: But I appreciate what you’re saying. Councilwoman Ryan: Yes. Mayor Laufenburger: So Mr. Oehme regarding the MSA. Let’s assume for a moment that this project doesn’t pass. Do those MSA funds become available for other projects? Paul Oehme: They do. Mayor Laufenburger: Okay. So and you have budgeted these, you’ve budgeted MSA funds to be spent in 2019 for this project? Paul Oehme: Correct. Mayor Laufenburger: Okay, alright. Is there any further discussion on this motion? So the motion before us is to approve the project, or to approve the preparation of plans and specifications for Project 18-02 with the following noted modifications. One to include stop signs with flashing LED lights. Bid alternate that includes an ADA landing and an ADA landing with a sidewalk and for the project to be specified as a single project, not broken up into two or three projects. That’s the motion as it stands right now. Resolution #2018-62: Councilman McDonald moved, Councilwoman Tjornhom seconded that the Chanhassen City Council approves ordering preparation of plans and Chanhassen City Council – December 10, 2018 32 specifications for the 2018 street improvement project number 18-02 with the addition of flashing LED stop signs, the project be completed as one project, and including as an alternate no sidewalk from the ADA ramp south on Dakota Avenue. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Laufenburger: That motion carries 5-0. Thank you very much council. Thank you Mr. Oehme. Thank you to the residents who came and spoke in support of that. Next item is our new business items. VENUE PROJECT-APPROVE REGISTERED LAND SURVEY. Mayor Laufenburger: Who’s is this? Is this your’s Kate? Kate Aanenson: Yeah. Thank you Mayor, members of the council. This is a registered land survey and it’s a part of the Frontier LLC. So this project is located on 525 West 78th Street so it includes the Venue and the Aldi project. So as you recall back in July 10th you approved the subdivision or reconfiguration. There wasn’t a subdivision. We reconfigured the 3 lots so this is the third lot that’s going forward. So the registered land survey actually needed to have the parking garage because the Aldi’s will be sitting on top of the parking garage. Sitting on top of the parking garage so now that that’s been done the registered land survey was completed so just kind of show you here in two different ways. It’s probably easier to see on this one than the registered land survey so this is facing north. So this is West 78th Street so this is the registered land survey for the Aldi’s and then it includes their parking ramp so that’s all part of that parcel. The other tracks would be the parking lot and then the Venue itself. So the registered land survey then looks like this. Again this is the tracks that it includes right here so the registered survey, in case anybody wants to know, is based on elevation. I think if you noticed in your staff report 972.8 so that starts, that’s kind of the. Mayor Laufenburger: Sea level. Above sea level? Kate Aanenson: Above sea level yes so it’s a little bit, we haven’t done too many of these in the city and so for the project to go forward we worked with Carver County to see if they recorded this. So this is really the completion of that and again we’re not creating a new lot. It’s really an administrative process but it does require approval. Again this was shown to you but the formation of the parking ramp and that needed to be completed for this project to go, for this administrative approval. So we are recommending approving the registered land survey and be happy to answer any questions that you have. Mayor Laufenburger: Alright. Any questions for Kate? So Kate when I look at the city of Chanhassen and I do, I look at the GIS or anything like that, I’m always looking down on the property and I can see that the property lines surround the perimeter of a property or a parcel right. So the confusing thing here is that the grocery store that was approved, will it sit on it’s own parcel? Chanhassen City Council – December 10, 2018 33 Kate Aanenson: It’s sitting on the parking ramp underneath is still a part of the apartments so it’s sitting on top of another parcel so that’s what makes it a unique attribute that had to have the parking ramp in place first so they could complete the survey. Mayor Laufenburger: So all we’re saying is that the project called the apartment building or the Venue, it has the footprint of the entire property. Kate Aanenson: Of the entire building space. Mayor Laufenburger: Excuse me of the entire building space. Kate Aanenson: There’s 3 tracts correct. Mayor Laufenburger: Alright. And the grocery store has a footprint that is on top of the parcel for the apartments. Kate Aanenson: The parking ramp, that’s correct. Mayor Laufenburger: Excuse me the parking ramp. Kate Aanenson: That’s correct. Mayor Laufenburger: But the parking ramp is part of the apartments. Kate Aanenson: That’s correct. Mayor Laufenburger: Okay, alright. So all we’re doing is we’re giving permission for the grocery store to be identified as it’s own property. Kate Aanenson: Correct and we identified this when we went through the preliminary plat. Mayor Laufenburger: I recall. Kate Aanenson: Yep and we said we’d have to bring it back once they had the survey done. Mayor Laufenburger: Okay. Alright. Is there any other administrative work that needs to be done on this property? Okay, so this is the last of the administrative work. Kate Aanenson: That’s correct. Mayor Laufenburger: Okay. Alright. Is there any questions? If not I welcome any discussion or action. Chanhassen City Council – December 10, 2018 34 Councilman McDonald: Mr. Mayor I’ll make a motion that the Chanhassen City Council adopts the resolution approving Registered Land Survey RLS number 130. Mayor Laufenburger: Okay. Do we need to do any Findings of Fact or anything? Okay so this is a complete motion. Kate Aanenson: It’s completely administrative. Mayor Laufenburger: Okay, administrative. Alright is there a, we have a motion. Is there a second? Councilwoman Tjornhom: Second. Mayor Laufenburger: Any further discussion? Resolution #2018-63: Councilman McDonald moved, Councilwoman Tjornhom seconded that the Chanhassen City Council adopts the resolution approving Registered Land Survey (RLS) No. 130. All voted in favor and the motion carried unanimously with a vote of 5 to 0. HOLASEK BUSINESS PARK: CONSIDER APPROVAL OF REZONING PARCEL (ORDINANCE 635), PRELIMINARY AND FINAL PLAT, DEVELOPMENT CONTRACT, WETLAND ALTERATION PERMIT AND SITE PLAN REVIEW. Mayor Laufenburger: I’m guessing this is your’s Ms. Aanenson. Kate Aanenson: Yes thank you. Mayor Laufenburger: Oh I love it when I’m correct. And by the way just so you know we’ll get a staff report first of all. We’ll ask for any questions from council and then I will invite the applicant forward if they would like to make any comment okay. So just so you’re aware. Kate Aanenson: Thank you Mayor, members of the City Council. Eden Trace Corporation is requesting this application here. This item did appear before the Planning Commission on December, excuse me on November 20th and it was recommended approval 5-0. There was one Planning Commissioner absent and the applicant who’s on the Planning Commission recused himself from action on this item. Just wanted to give a little background on this piece of property. So the site is located on Lyman Boulevard and Galpin and this property has access to it via Galpin Boulevard. To develop this property Eden Trace also did this industrial park. This was a number of years ago. This also has a retaining wall which is property willed to, and I know when the neighbors in this area were concerned about that. I think over time as the landscaping’s filled in and with the maturation it’s become, kind of fits into the neighborhood. There wasn’t a lot of comments at the Planning Commission regarding this application but I just Chanhassen City Council – December 10, 2018 35 want to set some of the framework issues on here. There is a railroad track that’s on the perimeter here. This was the site of the Holasek Nursery site. Started in 1957. Was a number of years and as they sold that property going for redevelopment there’s been a lot of challenges. We had a number of people looking at this. A number of larger developers looking at the property and some of that included the potential of using storage units and bring those over what wasn’t our first choice. Looking at really the what we see as the need, which we get a lot of requests for is for the type of use that’s going forward. Again with the wetlands, some of the challenges with the soil and then the Magellan Pipeline that runs through the site. So there is industrial on 3 sides as you can see in Chaska on the other side. There’s industrial park here and then Chaska on this side also has industrial and as I mentioned earlier on the north side in Chanhassen the property is also industrial as is the area on the northwest side in Chaska so it’s in somewhat of the jurisdiction. The shoreland jurisdiction of Hazeltine Lake. I think one of the original proposals suggested that potentially it was impacted by the Army Corps but that question has since been removed so a little challenges on this site. So like I said we had quite a few developers looking at it over the years and I would say really since the site has been changed over. There was some interim grading permits that were also given on the site trying to correct some of the soils but this is a project that’s actually come to fruition. People have laid out specific designs and never advanced it so this is the first project that’s actually advanced to the Planning Commission and for submittal. So there’s a number of requests with this project. One is for the rezoning from Agricultural, as it is today to office industrial, which is consistent with the Comprehensive Plan. It’s also for a subdivision review. Creating 3 lots and one outlot. A wetland alteration permit and a site plan review of approximately 450,000 square feet which includes 3 buildings. And then also what you’ll see in the motion will be a development contract too. So the applicant here has got uses ready to go which is good news so they would like to go through preliminary and final plat which we have done and then also approve the development contract. So again the land use is office industrial. The rezoning is consistent with that and they’ll be office manufacturing located on the site. I’ll just kind of skip over that because we’ve talked about that but this is the actual application of the subdivision itself. It will be accessed via, as I mentioned off of Lyman Boulevard and it will be serviced by a private drive servicing the 3 buildings there so it will be a private street servicing the site. As you can see this is the easement here then for, for the Magellan Pipeline through here. There’s easements on there. There is a record from the Magellan Pipeline the applicant has worked with his engineers as far as accommodating that. This came up also at the Planning Commission. We do have the Magellan Pipeline running through the city. It goes through the high school site and was also most recently in the subdivision we did at Lyman Boulevard and 101. That subdivision as we looked at how that laid out. So again the 3 lots. One, two, three and then the outlot in the back. There are some wetland alteration permits with this site. I said one, as I mentioned one of the impediments to the site was the soil conditions. There are extensive poor soils and then removing the wetlands. One of the conditions in the staff report that the applicant has resolved is relocation of the wetlands so we’re working through the permitting on that to stay within, our first choice is somewhere on the site or within the same watershed district so they’re working on that. And then in addition was stockpiling of soil so we’ve come to an understanding of how that’s all going to work so that’s been resolved. So this is the site plan itself. So now we’re Chanhassen City Council – December 10, 2018 36 moving from the subdivision approval itself to the site plan so the subdivision shows the 3 buildings and this loading dock then accommodating the pipeline so there’s 3 buildings here. As I mentioned one building, potentially the second building has leased tenants ready to go on the property. Here’s the private drive that would service the property. The landscaping plan between the Planning Commission and what you’re looking at tonight has been resolved. It does meet all the requirements of the site plan and subdivision standards. The building schematics, a lot of it is going to be the exposed aggregate with a lot of articulation. Again looking at these buildings compared to some of what we looked at from other potential uses, we think again these are highly articulated and match pretty similar to what’s across the street on some of the buildings. Larger buildings that are across the street and here’s a little bit more detailed here. The color palates are here if you, anybody’s interested in seeing more detail on those but I do have kind of the drawings. This is more the exposed aggregate and the different materials on there. Again these are pretty similar to what we’ve looked at for probably most recent Federal Packaging would probably be the most recent one that we’ve done that would be pretty similar to this. And then a building perspective. How big, these are a little bit bigger but this is a little bit longer. These are kind of what the prototype is going on industrial buildings. Wanting a higher clear span for stacking and storage and a little bit larger footprint. Again a different perspective. One of the things that we asked the developer to do is look at the trip generation. In looking at Lyman Boulevard and the intersection there and I don’t know if Mr. Oehme’s got or if he had any comments but really it wasn’t an issue. They felt like based on peak hours it shouldn’t be a problem. I know one of the things that the applicant was looking at that they’re working with the County on was, and there’s some costs resolved in that was a right-in/right-out on the, so it’d be right adjacent to the Chaska side and that would help with trip circulation through that site. Mayor Laufenburger: Do these plans that you’re recommending include the right-in/right-out or is that something? Kate Aanenson: Correct that’s something they’d have to work out with the County. I know the County’s asking them to contribute towards that is my understanding. Mayor Laufenburger: Okay. Kate Aanenson: On the cost for that intersection. Mayor Laufenburger: Maybe when we ask the applicant to come forward if you can just speak to that. Kate Aanenson: Yep, and so that would be something that they’d have to work out with the County as part of their contribution to that. Mayor Laufenburger: Okay. Chanhassen City Council – December 10, 2018 37 Kate Aanenson: And the overall grading plan. So there is retaining walls that we’re working with them on trying to reduce some of those retaining walls that’s on the north side. If you think about Avienda it’s in the same situation. We have retaining walls. If you go over towards Sunset Lane just, so it’d be just west of Powers. There’s also retaining walls at Avienda. If you look on that south side so there’s also retaining walls on this side too so that’s one of the things that they are working to see if they can minimize some of those retaining walls. The good news and the bad news about that. The good, there is retaining walls in there but the good news is by lowering those buildings so the residential across the street is actually looking at less building height on that so with the landscaping in there it should really minimize that and again that’s what we found with the Mamac building. I think that was the bigger building there across from those Hans Hagen homes that were concerned about that so that does provide that additional buffer. Site utilities. One of the concerns that came up that the applicant was looking at trying to work with Chaska to see if they could get additional sewer from Chaska. Chaska couldn’t make that work so they are putting a lift station which is an additional cost to in order to make that site work. Again landscaping plan revised. It does meet all the city standards and I think that’s all I had. Again there’s several motions in here. Again the rezoning. The preliminary and final plat. In addition to wetland alteration and approval of development contract and the Findings of Fact. With that I’d be happy to answer any questions that you have. Mayor Laufenburger: Alright thank you Ms. Aanenson. Before we ask the applicant to come forward are there any questions of staff at this time? Councilmember Ryan. I saw your hand go up. Councilwoman Ryan: Just a few and I hope you can answer them. Otherwise we can wait. Kate Aanenson: I think Paul’s over there. Councilwoman Ryan: Yes. The first one when I was looking through the Planning Commission Minutes I know it was a public hearing but I didn’t see any comments. Were there any? Kate Aanenson: Nobody showed up to the public hearing. Councilwoman Ryan: Nobody showed up so okay so there were no comments with that. Kate Aanenson: Correct. Councilwoman Ryan: And then you mentioned the stockpiling soil but how is that going to work? Kate Aanenson: Sure. So they’re going to put that in the back corner and what we’ve asked them to do is to change the slope. I think long term there’s a couple of options. They’re working at looking with the County to do a joint pond in that area that would help export some of that. They’re also looking at some other because we need topsoil for our projects. Not really our Chanhassen City Council – December 10, 2018 38 projects but other developers projects that need topsoil. That’s our new condition for subdivision plats so there’s an opportunity to use some export there so we’re working with them on that too. It’s quite a bit to move all at once so our goal is to make sure that it’s in a, in a condition that it’s stabilized and that it will eventually can potentially be moved. Councilwoman Ryan: Just when I was reading through the report and like you said there’s a lot of information here but there just seemed to be still some uncertainty on how they were going to address some of the soil issues and I know they’re asking for a grant but they’re you know very expensive soil correction. Movement of soil. You know there was concern, obviously there’s still a lot of work to do with the County. Whether it’s with the right-in/right-out. Whether or not they’re going to have you know work with having a regional stormwater pond. When. Kate Aanenson: I’ll let Paul answer that question. Councilwoman Ryan: Okay. I mean what, how is that process involved with all of this? Paul Oehme: So specifically the topsoil? Councilwoman Ryan: Sure. Paul Oehme: Question. Mayor Laufenburger: I think mainly you’re concerned about this pile of dirt that they’re going to congregate in one location. Councilwoman Ryan: Right. Paul Oehme: Right and that was one of our biggest concerns too when we first saw the proposal but you know in, the applicant can address this too but it’s, we’d like to partner with the developer and Carver County which they want to do a regional pond back in here. Mayor Laufenburger: They? Carver County wants to. Paul Oehme: Carver County and Chaska actually too so they’re really interested in doing some stormwater mitigation here because they’re, what was it? Lake Hazeltine. South of here is an impaired waters and so there’s very little treatment in this area so, so we’d like to work with them on that. You know the topsoil or the spoil pile, we had talked with a developer about his, you know is there an opportunity to remove that material over time. You know work with us on that. You know talking to the engineer it sounds like there might be a market for that topsoil for developers or some other contractors to use that material so I think it’s in everybody’s long term benefit to have that material removed so just working towards that path. That’s the discussion that we’ve had. You know we haven’t completed determined exactly how that looks right now but it’s still something that we’re working on. Chanhassen City Council – December 10, 2018 39 Kate Aanenson: But let me just clarify that. So I think what we have agreed to is, the shape and the form it will take so it’s stabilized. Paul Oehme: Right yep. Kate Aanenson: We’ve all agreed to that. So we can feel comfortable with the slopes that it’s established at and that we work towards a common goal and a timeline on that. Councilwoman Ryan: And when do you get those timelines or what part of the process is that? Kate Aanenson: With the, I think we talked about that in part of, I’m not sure if it’s in the development contract or. Paul Oehme: We haven’t got to, is it 5 years? Is it 2 years? That type of thing. We still need to work that out with the developer and see what works best. Councilwoman Ryan: Okay. And I know with part of that in the recommendation as it relates to Lake Hazeltine, it was recommended that they contact the DNR to get their feedback. Has that? Kate Aanenson: Yes so as I mentioned earlier they thought that there was jurisdiction by the Army Corps and so that was part of the impaired waters but that’s why we think working with Chaska and the County to get a ponding here is the best solution for everybody because that would improve the water quality there and that was part of the DNR and the shoreland regs so I think that issue has been put to rest. Councilwoman Ryan: Are you? Todd Gerhardt: It doesn’t completely eliminate the pile of dirt. Kate Aanenson: No, no but I’m saying the impact by the DNR correct. Yeah. Todd Gerhardt: And Mayor, council the dirt is an economic burden to the overall development. To have the pile removed it’s $1.8 million dollars to have it trucked off site to a different location so what the applicant is asking is that they have a period of time to work with surrounding developments as they need additional topsoil as a part of our requirement to have 6 inches of topsoil on new residential lots to absorb that first inch of rain as a home is being built and so. Councilwoman Ryan: So if he keeps, if the developer keeps the dirt on their site and starts trucking it off then they charge the person who’s taking the topsoil to truck it off? Chanhassen City Council – December 10, 2018 40 Todd Gerhardt: We’re not into the economics side of the thing. I think they would be just happy to get rid of it would be my guess and it would be a resource to builders because the builders are going to have to you know find black topsoil for their sites and there’s no benefit to Mark to want to keep it. Councilwoman Ryan: Right. Todd Gerhardt: Especially if he has a deadline correct? Councilwoman Ryan: But that timeline hasn’t been established. Kate Aanenson: No I think that’s some of the things we talk about. So normally we don’t do a development contract when it’s all private development. In this circumstance because there’s some grading, some other issues that we are, there’s a development contract being approved with this too. Councilwoman Ryan: Okay. I’m going to keep going down my list here. Kate Aanenson: Sure. Councilwoman Ryan: So then the wetland, the permit, have we, I mean I feel like we haven’t seen much about the wetlands other than just the picture that was just shown and usually that’s. Paul Oehme: Yeah and so. Councilwoman Ryan: What’s the real process that we review? Paul Oehme: Right and so we’re into that process right now. I mean we’re going to get a TEP together and actually we’re meeting tomorrow with some folks on this as well to get the process going. Maybe the developer can address some more specifics on that but you know it’s something that we’re still working on and it’s a long process. Councilwoman Ryan: Okay. Paul Oehme: To get that completed so. Councilwoman Ryan: Okay. Paul Oehme: And that’s, again that’s one of the conditions that has to get approved and you have to mitigate the wetlands. Councilwoman Ryan: Right, okay. And then in the report it said, and kind of back to the soils. I’m sorry this is just how, when I was reading through the different things. It said waiting for the Chanhassen City Council – December 10, 2018 41 soil materials to come back. Waiting for that report. Have you received that full report on the soils yet? Paul Oehme: I don’t think we’ve received it yet. I know they’ve taken more information. They’re trucking in more sand and they just recently did some more soil investigation and analysis to try to mitigate some of that material from their site so you know it’s my understanding when this development first was looked at to where it is now there’s actually less material that we’re going to have to be stockpiling in the south end just because of the soil investigation that’s taken place to date so. It’s again it’s a work in progress. I think you know the developer is making good progress in terms of reducing the amount of material that they’ll have to stockpile on site but it’s, again it’s, I think they’ve gone as far as they can right now until they really actually start grading. Councilwoman Ryan: Okay. Mayor Laufenburger: Councilmember Ryan I just want to stop you for a second if I may. Ms. Aanenson what you’re asking us for tonight is rezoning from agricultural to office industrial, which is in line with the land use. Correct? You’re asking us to approve and preliminary and a final plat. You’re asking us to approve a development contract correct? And Findings of Fact. And you’re also asking us to approve this subject to the wetland permit being granted by some other entity. Kate Aanenson: Correct. And that they resolve the storage of the dirt so yes, so there needs to be some agreement on, Memorandum of Understanding of how that’s going to be resolved. Mayor Laufenburger: Okay. I just wanted to clarify that, based on what we do tonight there is still some hurdles that they developer has to overcome in order to complete this project. Most specifically the wetland alteration permit or the WCA. The Wetland Conservation. Kate Aanenson: Correct. Correct and where those will be replaced at. Mayor Laufenburger: Okay, alright. Kate Aanenson: And so it’s more than likely they won’t replace on site. Same with Avienda. Mayor Laufenburger: Sure. Kate Aanenson: We talked about with the watershed district and move from there so. Mayor Laufenburger: Okay, alright. Councilwoman Ryan: Right and the reason for my question is we’re being asked to approve a lot of different pieces and there still there are a lot of questions and uncertainties and that’s. Chanhassen City Council – December 10, 2018 42 Mayor Laufenburger: Yep I understand your questions and perhaps the applicant will be able to address some of those but continue. Councilwoman Ryan: And then you addressed the landscaping because they were very short in that area. There was a comment at the Planning Commission about there were two moving parts in terms of the project and the Lyman Boulevard project that we’re talking about. Does this, does this project have anything to do with the County’s request with our upgrading Lyman Boulevard? Paul Oehme: They’re two independent projects. Councilwoman Ryan: I know they’re two independent projects but is this project in any way contingent on anything going on with Lyman Boulevard? Paul Oehme: No. Kate Aanenson: No. Paul Oehme: No, no so what we’re asking for is from the developer is to dedicate some of the right-of-way necessary for Lyman to move forward so that’s really the only connection between the two. Kate Aanenson: And it’s my understanding too then he’d have to dedicate the access, some additional, a decal lane and accel lane potentially on the far right-in/right-out. Paul Oehme: Right in the access. Kate Aanenson: So he’d have to dedicate that. Councilwoman Ryan: Okay. There was just a lot of conversation I know about the upgrade of Lyman Boulevard and I just want to be careful about that. Todd Gerhardt: Mayor that will reduce the overall cost for Lyman as a part of the platting. Taking the right-of-way which is the problem to the west. Mayor Laufenburger: In Chaska. Todd Gerhardt: Yes. Councilwoman Ryan: I’m done for now, thank you. Chanhassen City Council – December 10, 2018 43 Mayor Laufenburger: Alright thank you Councilmember Ryan. Any other questions or comments? Ms. Aanenson you pointed out that the Magellan Pipeline runs through the property. Did we reach out to Magellan regarding their property or did the developer? Kate Aanenson: Yes. Mayor Laufenburger: Both. Kate Aanenson: We received comments from Magellan. Actually I’ve spoken to their engineers. Mayor Laufenburger: Yep. Kate Aanenson: The developer Eden Trace to make sure they’re accommodating that. Mayor Laufenburger: Have we gotten confirmation from Magellan? Kate Aanenson: Well they have to follow all the requirements so they’ll have to send them certify or verifications of certain things as they build. Mayor Laufenburger: But I noticed that there was a letter, Magellan Agency response. Kate Aanenson: Correct. Mayor Laufenburger: And it said thus as long as the property owners or their successors assigns and grantees, that legal term for Mr. Knutson, abide by the agreements in the attached Magellan General Encroachment Requirements, Magellan does not object to the requested zoning change. Kate Aanenson: Correct, yep. Mayor Laufenburger: Okay so they’re anticipating cooperation from the developers to protect their easement. Protect their pipeline. Kate Aanenson: That’s correct, as we’ve done with other projects in the city correct. Mayor Laufenburger: Okay, alright. Let’s ask the, if the applicant present. Is the applicant present tonight? Why don’t you just come up here, give us a chance to hear from you and I would just ask that you would identify yourself and your relationship to this project. Ed Farr: Good evening Mayor, council members, and staff. My name Ed Farr with Edward Farr Architects representing Eden Trace. My address is 7710 Golden Triangle Drive, Eden Prairie. With me tonight is Mr. Brady Busselman with Sambatek. Sambatek is our, represents the civil engineering firm. Also doing landscape architecture and surveying. So we’re again representing Chanhassen City Council – December 10, 2018 44 Eden Trace. Happy to be here this evening. Staff did an excellent job in presenting the project so I’ll try not to be redundant on much at all and we appreciate the Planning Commission support of this when we were here a couple weeks ago. Mayor Laufenburger: Okay. Ed Farr: Very excited about the project. The site is challenged of course and so we’re happy to have worked through most everything at this point in time. Speaking selfishly for the architecture, we’re happy that the developers allowed us to express ourselves with some very architectural relief along the façade. Varied step roofline as well as some in and out expression and color relief and lots of glass so we think this will be an excellent project hitting the market right where it wants to be for this time and type of building product. I think you’ll be happy with it when it’s all done. The safe plan over the years it’s kind of fallen into place for obvious reasons as staff has mentioned already with the constraints of the pipeline and the soils and the road and all the existing conditions that have been talked about already. Speaking to a couple questions that may have come up already. The County memo speaking about just from Lyman build but it just came in middle of last week. Three business days ago so we have gone through it but it is a work in progress and we are working with the County on a couple of their comments through there. If needed we’re going to remove the entrance right-in/right-out on the northwest corner of our development. While we’d like not to do that and we’re here based on our application materials, we understand that that’s a county requirement then that’s going to be removed from the project and that’s part of the conditions of the approval tonight. So that’s fine. Mayor Laufenburger: So let me just stop you a second Ed. So what you’re saying is, you’d like to have the right-in/right-out. Ed Farr: Correct that’s. Mayor Laufenburger: That’s part of the, is that part of the plat? That you’re. Kate Aanenson: The conditions of the plat would say the County has to approve that. Mayor Laufenburger: Okay. Kate Aanenson: And he’s saying is the County is saying right now that they… Ed Farr: We’re just learning they’re pushing back on that. Mayor Laufenburger: Okay. Ed Farr: That’s new information to us. Chanhassen City Council – December 10, 2018 45 Mayor Laufenburger: Alright let’s Kate, let’s assume for a moment that they don’t approve that, does this plat warrant our approval? Kate Aanenson: Yes because we would just, it’s really for their efficiencies. Mayor Laufenburger: Yep I understand. Kate Aanenson: Yep it would still meet warrants. Mayor Laufenburger: Okay. Mr. Farr continue. Ed Farr: Thank you. And it is also I believe the City Manager mentioned about the dirt issue as well. We’ve reconfigured the pile so that it falls into compliance with the maximum slope requirements that the City has suggested to us and of course we consider a free dirt sign on top of the pile from here on out until. Mayor Laufenburger: Tastefully though. Ed Farr: Tastefully. We can paint it any color you’d like and of course we’ll work with whoever would like to take that off site as soon as possible so that the end goal can be achieved. Mayor Laufenburger: Okay. But just to be clear, the removal of the dirt over time or over a specified time is not part of the development contract or part of the rezoning or anything in for approval tonight, is that correct? Ed Farr: That’s correct. It would certainly be a hardship to put a sunset or time limit on when that dirt would leave the site. It’s cost prohibitive with the project to absorb hauling the material off site and paying for that. Mayor Laufenburger: But obviously it’s in your best interest. Ed Farr: Yes it is. We fully support. Mayor Laufenburger: As Ms. Aanenson has stated that that dirt moves off site to various topsoil areas. Other places in Chanhassen or the surrounding region. Ed Farr: That’s correct and our client has mentioned to us on numerous times that he’ll work hard continuously after the project is built to help the City and other parties with that goal in mind. Mayor Laufenburger: Okay. Chanhassen City Council – December 10, 2018 46 Ed Farr: Okay. And last also to reiterate for the Lyman Boulevard project which again isn’t contingent upon our’s or vice versa, we are giving right-of-way land over to that clause as they need for the widening of the road. Mayor Laufenburger: Okay Mr. Farr there was, was that a pause? Ed Farr: That was, go ahead. Mayor Laufenburger: Okay could you, there were some questions regarding the pond in back. What do you know of it? Ed Farr: I’ll let my civil engineer Mr. Busselman to come on up. Mayor Laufenburger: Sure, you want to redirect it to somebody else huh, okay. Ed Farr: Yep. Mayor Laufenburger: Just state your name please. Brady Busselman: Yeah my name is Brady Busselman with Sambatek. Mayor Laufenburger: Alright, welcome. Brady Busselman: Thank you. So I apologize your question was regarding… Mayor Laufenburger: Oh just there was discussion about this pond that may or may not exist. Brady Busselman: This regional. Mayor Laufenburger: The regional pond yeah. Brady Busselman: The regional pond yeah. Mayor Laufenburger: Does that affect, I guess I would ask Kate. Does that affect our decision tonight? Kate Aanenson: I’ll ask Paul but I would say that it doesn’t. It’s an alternative for them to, what we’re looking at is a way to export the dirt so if the pond was to go in that would help someone that would want to remove the dirt so they could use the pond. For example if Chaska wanted to clean up Lake Hazeltine and wanted to make that a priority, then exporting the dirt would have to happen in order to get to the pond. Chanhassen City Council – December 10, 2018 47 Mayor Laufenburger: So do you as a developer or representing the developer do you have a preference of pond or no pond? Brady Busselman: I think the fact that. Mayor Laufenburger: I mean this is your property right? We’re platting it as an outlot. Brady Busselman: Certainly. I think and that’s a great point. If you saw our first iteration of this plan there was a fourth building in that area and the site just did not work with 4 buildings. We had to remove that building to allow the stockpile so that we could go forward with the 3 building configuration so I guess speaking in the developer’s shoes, first preference would be to put another building there. Since that doesn’t work I think aesthetically and environmentally a pond would be preferred over the stockpile. The fact is though that, it is a large amount of soil correction on this site that’s required so we do need to have that stockpile in place initially and the developer has expressed, you know every willingness to work with the City on discussing potential easements to allow the trucking of that material off the site over time. Mayor Laufenburger: Okay, alright. I think I’m going to pause Mr. Busselman and open this up to council. Council do you have any questions or comments of the applicant at this time? Anybody? Councilman Campion: I have one. Mayor Laufenburger: Go ahead Mr. Campion, please. Councilman Campion: Can anything be said about the end uses? Anything more? Mayor Laufenburger: What’s your question? Councilman Campion: I think it was just said as office industrial right? Mayor Laufenburger: Yeah. Correct. Kate Aanenson: I don’t think it’s. Ed Farr: It is being proposed as a speculative project that is, certainly I don’t think there’s many secrets that the developer is talking to a number of tenants in serious negotiations right now. I don’t believe there’s any signed leases but it is falling very similar to the way that we proposed in our narrative. We’ve made allowances in the parking as an example for up to 20 percent office in Buildings A and C and 30 percent office in Building B based on the depths and the heights and things like that and we’re not exceeding any of those so we’re in a very comfortable range where the tenants are talking to us right now. Chanhassen City Council – December 10, 2018 48 Councilman Campion: Right. Ed Farr: But there is very high level of interest in the first two buildings already. Councilman Campion: Okay. I guess I was asking, I’m trying to understand the sense of urgency in doing the rezoning and the preliminary plat and the final plat. Kate Aanenson: I think there is users that are pretty interested and. Ed Farr: That’s correct. My marching orders after tonight, if we get approval, will be to roll ahead full steam ahead for spring construction start so we have drawings to prepare and contractors to get pricing from, etcetera, etcetera. Councilman Campion: Okay. Ed Farr: Thank you. Mayor Laufenburger: Does that answer your question? Councilman Campion: That does. Mayor Laufenburger: Okay, alright. Any other questions or comments of the applicant? Thank you Mr. Farr, Mr. Busselman. Let’s bring it back to the council for further discussion or action. Councilmembers any comment? Councilwoman Ryan: Mr. Mayor? Mayor Laufenburger: Go ahead Councilmember Ryan. Councilwoman Ryan: Will you just go back to the wetland, well just the mitigation and the alteration permit. Can you Ms. Aanenson or Mr. Oehme explain what your plan is with the two wetlands? How you’re going to mitigate them and what, with approving of this permit what as council are we, when and what are we able to see? Kate Aanenson: That’s a good question. If you go back to what we did on Avienda, do you remember what we did there too? We approved it and we let them work through the wetland stuff. That took almost another few months to get that worked through so as indicated this allows them to go forward and work through all those things and that detail with a level of confidence they’ve got a project to go forward. But they have to meet all the requirements of the law and the wetland so on staff we have to check all those boxes to make sure they’re fulfilling those requirements so again it’s really similar to what we did on Avienda. We approved it and we said work out the wetland issues as a separate process. As a condition of approval you have to meet all those requirements and that’s the same position we’re taking on this one. Chanhassen City Council – December 10, 2018 49 Councilwoman Ryan: Right but I mean with Avienda we did have a couple conversations about you know what, what they were rated and what the plans were but for we approved the permit. I mean we did have more conversations than seeing it you know in this picture and then approve it and so I just, I’m curious especially with you know having the stockpile, which should you know, which would be a preferred pond because of impact to Lake Hazeltine and the waterways in that area, I mean it’s concerning to me. I feel like we’re not part of this process and conversation. Kate Aanenson: I understand. I’m sorry I can’t comment too much on the wetlands. I would leave that to engineering. Paul Oehme: Yeah and again we’re just getting going on the, the wetlands have been delineated. We’re just starting the process right now. It’s the applicant’s desire to move this process along and again it’s a condition of the approval that the wetlands be mitigated per state statute so that’s the staff’s recommendation. Mayor Laufenburger: Well just, Mr. Gerhardt go ahead. You wanted to say something? Todd Gerhardt: Do you know what type of wetlands these are? Paul Oehme: Yeah I don’t have a wetland delineation in front of me. Mayor Laufenburger: Mr. Busselman do you have one of those? Paul Oehme: As I recall they’re not a preserve wetland. The higher best valued wetlands but I can’t remember if they’re I or II’s. III’s. Mayor Laufenburger: Well Kate and Paul regarding Councilmember Ryan’s questions, is it in the City’s authority to grant the wetland permit? Is that our authority? Paul Oehme: Yeah so I mean we’re the LGU so you know it’s, they have to come to us and go through the process and show that they’re following the steps necessary to mitigate it per state statue. Mayor Laufenburger: So this is how I interpret it and this might be wrong but I interpret this to say that those items over which we have primary authority include the rezoning, approving the preliminary and the final plat, the development contract and we are essentially saying we are going to ask the appropriate jurisdictions. The watershed district, is the watershed district involved in this Kate? Kate Aanenson: Yes. Chanhassen City Council – December 10, 2018 50 Mayor Laufenburger: Okay. Corps of Engineers involved in this? Kate Aanenson: Yes. Todd Gerhardt: Yes. Mayor Laufenburger: Okay. So we’re saying developer work through those entities and when you can satisfy them bring it back to us and we’ll be prepared to approve the wetland permit after you’ve gotten appropriate approval for mitigation and/or melioration from those entities. Kate Aanenson: Correct and I. Mayor Laufenburger: Is that a reasonable? Kate Aanenson: Yes and I want to make sure I understand what Councilmember Ryan is saying. It’s that she doesn’t understand the functionality and the quality of those wetlands. That’s what she wanted to know. Councilwoman Ryan: Right and what I’m saying is yes we have jurisdiction but that’s what we’re approving tonight is we’re granting this permit but we don’t, we don’t have any of that information yet. Mayor Laufenburger: We’re granting the permits subject to the eventual. Kate Aanenson: So we’re saying those wetlands are going to go away. Mayor Laufenburger: Okay Mr. Farr is objecting to my statements I think. Mr. Farr you want, or Mr. Busselman, either one of you. Ed Farr: Thank you. We’re not asking you to approve a permit. Mayor Laufenburger: Right. Ed Farr: That’s what we’re here tonight for. Mayor Laufenburger: Yeah I. Ed Farr: No, no, no. It’s contingent. Our approvals tonight are contingent upon us receiving approval through the proper channels which we think we will receive. Brady Busselman: And I can elaborate a little bit on where we’ve gotten to date. Unfortunately I don’t have the details on the exact type of wetland but I can tell you that the upper right, the one that kind of occupies the middle building and the pond, the Army Corps has agreed with us Chanhassen City Council – December 10, 2018 51 that that is incidental. That was created as a result of the 2015 topsoil mining project that was mentioned so that one will go away. Mayor Laufenburger: So it’s blue right now but it’s going to disappear. Brady Busselman: It will disappear. We’re working with then with the Corps and the TEP through WCA, the City and the watershed on a mitigation process for the remaining impacts in going through the proper steps on how we show avoidance and how we laid out the site. How we arrived at the current site design. Excusing me really starting you know as the site does with where does the pipeline land and where can you put buildings relative to the pipeline and what does Magellan allow on the pipeline. That starts how we laid out the buildings based on that pipeline. Setting the first building north and then the further north building north of that and then as we worked through the site we were able to avoid and preserve that long line, excuse me. What would be a railroad ditch but the wetland along the railroad and the other remaining piece on the southwest corner so we are actively working with the Corps and with the local, the LGU. Thank you. Kate Aanenson: If I may to be clear though if they agree with that that’s what this project will look like so that’s why I’m saying your question is, so you are in some way giving approval that if they agree to those conditions this is the project you’d end up with. Mayor Laufenburger: This is the plat. This is the preliminary. This is the final. This is the rezoning. Kate Aanenson: Correct. Mayor Laufenburger: Subject to the wetland permit being granted and eventually, Mr. Oehme is this correct, eventually the results of your TEP will come back to the council next year. Paul Oehme: Or sooner. Yeah next year, 2019. Mayor Laufenburger: Yeah 2019 with okay we’ve met the conditions of, is that part of the development contract or is that a separate document? Paul Oehme: That’d be a separate permit. Mayor Laufenburger: Okay so we’ve met this condition. We’re continuing to move forward. Councilmember Ryan you still have questions or comments? Councilwoman Ryan: No, not at this time. Mayor Laufenburger: Go ahead Mr. Campion. Chanhassen City Council – December 10, 2018 52 Councilman Campion: One more question. Mayor Laufenburger: Please. Councilman Campion: What would be the harm of waiting to approve the final plat until that wetland mitigation request has been resolved? Mayor Laufenburger: I would ask either Mr. Oehme or Ms. Aanenson or the development to comment on that. Kate Aanenson: I’ll let the developer comment on that. Mayor Laufenburger: You understand the question Mr. Farr? Ed Farr: Yeah. Councilman Campion: I can restate it. Just what would be the harm in waiting to approve the final plat until the wetland mitigation request has been addressed by the watershed? Ed Farr: Simple assurances so that we can move forward in good faith in a timely fashion. As you know development projects of this nature have multiple jurisdictional reviews and many of them happen concurrently. Every one of them would like to be last in line to say has everybody else approved it first but not everybody can be last and so that’s why they’re concurrent reviews by multiple jurisdictions and contingent conditions that you’re placing on the project and so we have to comply with those other laws, as staff mentioned so that you feel comfortable hopefully knowing that we’re not going to be doing anything contrary. Councilman Campion: So the assumption being made here is that the two large wetlands shown disappear? Mayor Laufenburger: Well one we know is the one in the upper, that one is considered incidental. Councilman Campion: I heard that. I’m asking is the assumption that both of them…disappear. Ed Farr: We are going to be physically moving dirt over them and relocating those wetlands. Those are called wetland impacts and mitigation is required whenever we impact a wetland and so mitigation will fulfill our legal obligations to proceed accordingly. And so we’re not trying to skirt those obligations at all. Councilman Campion: Okay. Ed Farr: Thank you. Chanhassen City Council – December 10, 2018 53 Mayor Laufenburger: Any further question or comment. If not I’ll entertain a motion related to this. Could you bring that motion up please Kate? Todd Gerhardt: Mayor, council, I think it’s imperative that you also include that the issuance of this wetland alteration permit, I can’t find it in here Kate where it says it’s contingent upon the Army Corps of Engineers and also the watershed district. So the wetland alteration permit should have those, that statement in there somewhere. Because they’re the ones that are going to give conditions of that wetland mitigation once they go through the process with the Army Corps of Engineers who have taken jurisdiction over these wetlands, correct. Kate Aanenson: And the, yeah… Mayor Laufenburger: For me the language subject to the conditions of approval in the final staff report and one of the conditions of approval is exactly what you’re saying. Approval by the Corps of Engineers and the watershed district. Todd Gerhardt: Yep. Just add those two entities into that motion and Mr. Knutson would be very happy. Councilman Campion: So if those approvals by the Army Corps or the watershed, if they change the layout of the buildings or the plats then it has to come back to us? Kate Aanenson: If it’s a minor change, like if they split a building you know they probably wouldn’t but a big change yes. Mayor Laufenburger: Any further comment or discussion? If not anyone like to make a motion? Councilman McDonald: Mr. Mayor I’ll make a motion that the Chanhassen City Council approves the ordinance rezoning the property from Agricultural Estate District (A2) to Industrial Office Park (IOP); preliminary and final plat approval creating 3 lots and one outlot with access via a private street; the development contract for a Holasek Business Park; a Wetland Alteration Permit to fill wetlands on site; the Site Plan approval for 3 office industrial buildings for a total of 449,350 square feet; plans prepared by, is it Sambatek? By Sambatek dated 11/02/2018 and Edward Farr Architects dated October 19, 2018, subject to the conditions of approval in the staff report and adopts the Findings of Fact. And does that take care of? Roger Knutson: I would just suggest adding a wetland permit to fill wetlands on the site subject to approval of the Corps of Engineers and watershed district. Councilman McDonald: I’ll adapt what he said. Chanhassen City Council – December 10, 2018 54 Mayor Laufenburger: Okay, so we have a motion as it reads on the screen except following the phrase a wetland alteration permit to fill wetlands on site we will include the words subject to the approval of the Army Corps of Engineers and the watershed district. And at the end adopting the Findings of Fact. Okay we have a motion. Good one? Is there a second? Councilwoman Tjornhom: Second. Mayor Laufenburger: Thank you Councilmember Tjornhom. Is there any further discussion? Councilman McDonald moved, Councilwoman Tjornhom seconded that the Chanhassen City Council approves the ordinance rezoning the property from Agricultural Estate District (A2) to Industrial Office Park (IOP); preliminary and final plat approval creating 3 lots and one outlot with access via a private street; the development contract for Holasek Business Park; a Wetland Alteration Permit to fill wetlands on site subject to approval of the Army Corps of Engineers and the watershed district; Site Plan approval for 3 office industrial buildings for a total of 449,350 square feet; plans prepared by Sambatek dated 11/02/2018 and Edward Farr Architects dated October 19, 2018, subject to the following conditions of approval and adopts the Findings of Fact: SUBDIVISION Engineering All ingress/egress locations, including the right-in/right-out access located at the northwestern portion of the property, and subsequent impacts of trip generation by the development, shall be designed to Carver County standards and shall meet all Carver County’s requirements. Any requirements set by Carver County to improve the intersection shall be addressed by the applicant (if necessary). The applicant shall dedicate the 40’ x 120’ drainage and utility easement at the northwest corner of Lot 1 on the preliminary and final plat prior to recording. An executed agreement between the developer and Magellan Pipeline Company allowing construction over Magellan Pipeline Company’s easement shall be provided to the city prior to the issuance of grading permits. The preliminary and final plat shall not include the 5’ drainage and utility easements located at the south side of Lot 2, and the north side of Lot 3, prior to acceptance and recording. All retaining walls exceeding 4’ in height shall have plans and details prepared by a registered engineer or landscape architect prior to issuance of building permits. Chanhassen City Council – December 10, 2018 55 At the time of building permit submittal, connection methodology to the existing stubs (sanitary sewer and water services), material type, and location of service valves and other appurtenances shall be identified for review. Prior to construction of the water and sanitary utilities within the development, all required permits from the appropriate regulatory agencies shall be required. An O&M plan shall be submitted for review and approval prior to the issuance of building permits. Improvements to the existing manhole where the effluent will be received via the lift station. Parks Full park fees in lieu of parkland dedication and/or trail construction shall be collected for the three proposed lots totaling 36.39 acres as a condition of approval for Holasek Business Park. These park fees shall be collected in full at the rate in force upon final plat submission and approval. Planning A 40-foot access and maintenance easement shall be recorded over the private streets. The private streets shall be constructed to a nine-ton design with a minimum pavement width of 26 feet and a maximum slope of 10 percent. A street name for the private street at Galpin Boulevard and Lyman Boulevard shall be submitted to the Building Official and Fire Marshall for review and approval prior to recording the final plat. Water Resources Coordinator Stormwater Development Charges. Estimated stormwater development fees in the amount of $770,012.40 (36.39 acres x $21,160) shall be paid prior to recording the final plat. Financial Assurance. To guarantee compliance with the plan and related remedial work, a cash escrow or letter of credit, satisfactory to the city, shall be furnished to the city before a building permit is issued. The escrow amount shall be $7,500.00 per acre. The city may use the escrow or draw upon the letter of credit to reimburse the city for any labor or material costs it incurs in securing compliance with the plan or in implementing the plan. If the city draws on the escrowed funds, no additional building permits shall be issued until the pre-draw escrow balance has been restored. The city shall endeavor to give notice to the owner or developer before proceeding, but such notice shall not be required in an emergency as determined by the city. The assurance shall be maintained until final stabilization and removal of erosion and sediment controls. Chanhassen City Council – December 10, 2018 56 Drainage and utility easements will be required over all remaining wetlands and public stormwater utilities. This includes the western boundary of the project as well as the southwest corner of the parcel which should have a sufficient easement for the main drainage pipe for this area (required in conjunction with final plat). Private stormwater easements will be required over all private stormwater facilities using the city’s template (required in conjunction with final plat). The Holasek Business Park construction plans show areas of grading over the main stormwater pipe that runs north to south along the western property boundary. Construction on this pipe may be planned for the next couple of years. Please coordinate earthwork in this area with the city and Carver County Public Works Department. The plans show significant grading in the south outlot. Sec. 19-145 of City Code does not allow unbroken slopes greater than 30’ and slopes steeper than 3:1. Additionally, the proposed grading would trigger bluff regulations Sec. 20-1401 and Sec. 20-1405. Staff recommends removing the stockpile from the proposed plans. If the stockpile cannot be removed it will need to be reduced to slope less than 20’, 3:1 max. It must meet all other regulatory requirements for wetland hydrology, erosion and sediment control, and surface water management. Erosion and sediment control must meet the requirements of Sec. 19-145 including a dewatering plan. Erosion and Sediment Control Practices including temporary sedimentation basins, silt fence, the construction entrance, and ESC BMPs are shown in the legend on sheet C5.02, but not on the plans. Indicate the location of these practices on the Erosion Control Plan sheet. EOFs should be stabilized with TRM or similar. Include chosen stabilization measures in the construction plans. Temporary Sediment Ponds. The proposed stormwater ponds will need to be utilized as temporary sediment ponds during construction. A faircloth skimmer will need to be installed, and the outlets of the pond will need to be sealed off for the duration of construction until the site is stabilized. Skimming devices should be designed to remove oils and floatable materials up to a one-year frequency event. The skimmer should be set 12 inches below the normal surface water elevation and should control the discharge velocity to 0.5 fps. Incorporate these notes and details into the construction plans. Topsoil Management a. Subsoil Decompaction. Please add a note about subsoil decompaction to the topsoil section on sheet L1.03. Subsoil must be decompacted to a depth of six inches in all pervious areas, prior to placement of six inches of topsoil. Contractor must identify the method used to decompact six inches of subsoil prior to placing topsoil. Chanhassen City Council – December 10, 2018 57 b. Topsoil Depth. Note 5 under Turf Establishment on sheet L1.03 reads that a minimum of four inches of topsoil is required. CCWMO Standards require that six inches of topsoil be replaced in all disturbed pervious areas. Update this note to reflect the six inch requirement. c. Stockpiles. Please indicate the quantity of topsoil needed to restore six inches in all pervious areas of the development. Show location(s) where existing topsoil is to be stockpiled on the site. d. Soil Hauling. Describe topsoil hauling plans, including locations and estimated quantities. Note that if topsoil is exported or imported to the site, an additional permit may be required. e. Vegetative Cover. Note 5 under Turf Establishment on sheet L1.03 refers to a healthy stand of vegetation in all disturbed pervious areas of the development. Please note that 90% of the expected vegetative density is required. Stormwater Management Sec. 19-142. Plans required. All plans shall be reviewed and stamped “Approved by the City Engineer” and all applicable permits must be obtained prior to commencing construction. For all newly constructed stormwater facilities (ponds, retention areas, infiltration basins, storm sewer, etc.) or existing facilities that are modified, as-built plans shall be prepared by the developer. As- built plans shall be signed and certified by a licensed professional engineer in the State of Minnesota and record drawings shall be provided to the city. Standard details for many typical storm structures (e.g., storm sewer, outlet structures, catch basins, sump manholes, etc.) are available on the city's website. Sec. 19-144. Major facility design elements. a. For basins intended to have permanent water levels, a minimum of four feet of standing water (dead storage depth) and a maximum of ten feet shall be provided. b. Separation between the inlet(s) and outlet shall be maximized to prevent short- circuiting. c. Outlets shall be evaluated for the need to dissipate energy so as to reduce velocities to permissible levels as allowed by the soil and vegetation. At a minimum, flared-end sections should be provided with riprap consistent with Minnesota Department of Transportation standards. For areas with high flows or where excessive erosion occurs or is anticipated, energy dissipation per Federal Highway Administration standards shall be followed. Chanhassen City Council – December 10, 2018 58 d. Riprap shall be provided below the channel grade and above the outfall or channel bottom to ensure that riprap will not be undermined by scour or rendered ineffective by displacement. Riprap consisting of natural angular stone suitably graded by weight shall be designed for anticipated velocities. Riprap shall be placed over a suitable filter material or filter fabric to ensure that soil particles do not move through the riprap and reduce its stability. BMP Details. Include the following BMP details in the construction plans: a. BMP Cross Sections. Include site-specific elevations on the Bioretention Bench and Bioretention Trench details on sheet C4.02. b. OCS Details. Include Outlet Control Structure Details (attached) for the stormwater BMPs with specific elevations for inlets, outlets, and draintile (when applicable). c. BMP Profiles. Include profiles of the stormwater BMPs with draintile (Pond B Filtration Bench and Filtration Trench) showing draintile slope. Please note that all draintile must have a positive drainage slope of at least 0.5%. Include site-specific invert elevations for assistance with field construction. d. EOF elevations. EOF elevations should be set to at least 0.5 ft. above the HWL to allow for construction tolerance. Include cross-sections of the EOFs in the plan set. Impervious Acreage. The area (ac) of proposed new impervious is inconsistent between the application (25.10), stormwater report (27.5), project narrative (25.08), plan sheet C5.03 (28.4), and HydroCAD model (25.34). Clarify the correct area of new impervious and update components of the submittal to match. Elevation-Storage Tables. Include the Filtration Bench bottom (should be 928.5) in the elevation- storage table in the HydroCAD report so that the treatment volumes can be determined for the ponds, bench, and re-use system. Filtration Trench. The filtration trench design is not compliant in the current design. a. Contributing Area. The filtration trench appears to receive runoff from pervious areas only. Stormwater BMPs should capture and treat runoff from impervious areas on the site. b. Tree Roots. The filtration trench is proposed in an area that is wooded on the landscape plan. Trees may be planted on the side-slopes or adjacent to the trench but are not allowed in the trench bottom. Tree roots may impact the draintile and prevent proper drainage. Chanhassen City Council – December 10, 2018 59 c. Model and Plan Details. The filtration trench is not included in the HydroCAD model and the construction plans do not show details (bottom, NWL, HWL, OCS, EOF) for this BMP. Please include the details listed in Comment #2 above and include information for this practice in the construction plans and HydroCAD model. Operation & Maintenance Plan (O&M). Provide a draft O&M plan outlining the responsibilities for inspecting and maintaining the stormwater BMPs on site. The O&M plan must be signed by all responsible parties. a. Reuse Maintenance Plan. Provide a draft Reuse Maintenance Plan as part of the overall O&M plan. Please include all details outlined in the corresponding section on the Stormwater Reuse Design Guidance document. Reuse Plan Sheet. Please add the following information to the stormwater reuse plan: a. Location of the following reuse system components: irrigation lines, irrigation zones, sprinkler heads, pumps, intakes from ponds, and usage meters. If applicable, include the locations of the potable connection, backflow prevention devices, filters, and debris collection sumps. b. Narrative describing operation of the systems. If the irrigated areas will be actively used during daytime hours, the irrigation needs to be scheduled for times when the areas will not be in use. c. Location of access for reuse system maintenance. d. Drawdown elevations of the reuse ponds. e. Volume reduction and/or water quality calculations. f. Other information relevant to the reuse systems. SWPPP. A copy of the SWPPP including soils/infiltration data within the perimeter of all infiltration/filtration devices is required prior to review for final plat. The SWPPP must also meet all requirements of City Code 19-145. Basin. There is a bioretention basin south of Lyman Boulevard in the road construction plans. Please show this basin on the construction plans for Holasek Business Park and demonstrate that the road project plans don’t interfere with this project. Chloride Management Plan. A chloride management plan is required. Applicant will need to respond to the comments received by Twin Cities & Western (Wednesday, October 24, 2018 6:39 AM): Chanhassen City Council – December 10, 2018 60 “In response to this proposal Twin Cities & Western offers the following comment: Twin Cities & Western has concerns of stormwater and general runoff impacts with this land being developed making it non-pervious. What will happen to the stormwater runoff and will the increased runoff adversely impact the railroad roadbed?” SITE PLAN Engineering Must comply with the conditions of the Holasek Business Park conditions of approval for the subdivision. Environmental Resources Additional tree species will need to be added rather than increasing quantities of existing selection. Parking lot islands and peninsulas will be required to have proper planting soil as specified in the Planting Notes. Planning The applicant shall enter into separate site plan agreements with the city for each lot and building and provide the necessary security to guarantee grading and erosion control, site restoration, stormwater and landscaping. Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. Community features including benches, bike racks and picnic tables shall be incorporated in the site. Due to the wetland in the southwest corner of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. Water Resources Coordinator Must comply with the conditions of the Wetland Alteration Permit. WETLAND ALTERATION PERMIT Chanhassen City Council – December 10, 2018 61 a. Sec. 20-409. Decisions under this article must not be made until after receiving the determination of the technical evaluation panel regarding wetland public values, location, size, and/or type if the city council, the landowner, or a member of the technical evaluation panel asks for such determinations. b. Any projects seeking a wetland alteration permit subject to this article will also be required to submit the following incomplete requirements: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting the criteria of subsections 20-411(c) and (d) c. Sec. 20-416. Mitigation. Wetland mitigation shall be undertaken on-site. If this is not feasible, then mitigation may occur locally within the subwatershed. If this is not possible, then mitigation may occur outside the subwatershed, elsewhere in the city. If mitigation cannot be accomplished on-site, or if the city deems it necessary to perform mitigation off- site, then the applicant shall be responsible for providing off-site mitigation within the major subwatershed, as designated by the Minnesota Wetland Conservation Act, or purchasing wetland credits from the state wetland bank. Staff believes mitigation can occur on site by expanding the wetlands in the south outlot. d. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by this Code. e. If a wetland alteration permit is issued allowing wetland alteration, the following standards shall be followed: (1) The alteration will not have a net adverse effect on the ecological and hydrological characteristics of remaining wetland; (2) It shall be located as to minimize the impact on vegetation; (3) It shall not adversely change water flow; (4) The size of the altered area shall be limited to the minimum required for the proposed action; (5) The disposal of any excess material is prohibited within remaining wetland areas; (6) The disposal of any excess material shall include proper erosion control and nutrient retention measures; (7) Alterations to any wetland area are prohibited during waterfowl breeding season or fish spawning season, unless it is determined by the city that the wetland is not used for waterfowl breeding or fish spawning; (8) Alterations to wetland areas shall be mitigated in accordance with the requirements of this article if the activity results in a loss of wetland area and/or function and value of the wetland. f. The alteration shall not alter the hydrological patterns in the remainder of the wetland, if a portion of the wetland remains, unless exempted under Sec. 20-417. Please show how hydrologic patterns will not be altered for the remaining wetlands. g. Sec. 20-405. Wetland delineation. An electronic copy of the delineated wetland boundaries must be submitted in a format compatible with the city's GIS database. h. A grading permit cannot be issued until the applicant has completed the WCA process. i. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the wetlands on-site. Please indicate wetland buffers widths and locations where signage will be placed on a plan sheet. Please find additional information on signage placement in Chanhassen City Council – December 10, 2018 62 the guidance document attached. The WMO provides signs and sign posts for the cost of materials. Alternative signs (by the city or applicant) are also acceptable provided they contain similar information. j. Sec. 19-146. Wetland elements. 1) Water level fluctuations (peak elevation and duration) for wetlands shall be limited to two feet and duration not to exceed 48 hours so as to prevent the destruction of wildlife habitat and wetland vegetation. 2) Sedimentation basins or sediment removal devices shall be provided prior to discharge into wetlands. Variable bottom contours should be considered to provide deeper holes and flat shallow benches. This feature will provide habitat for diversity of plants and wetland inhabitants for wetland mitigation sites and stormwater basins. All voted in favor except for Councilwoman Ryan and Councilman Campion who opposed. The motion carried with a vote of 3 to 2. Mayor Laufenburger: That motion carries 3-2. Congratulations gentlemen. You’ve got work to do. Good luck to you. Ed Farr: Thank you. APPROVE APPLICATION FOR FUNDING FROM CARVER COUNTY COMMUNITY DEVELOPMENT AGENCY COMMUNITY GROWTH PARTNESHIP INITIATIVE PROGRAM FOR HOLASEK BUSINESS PARK DEVELOPMENT. Mayor Laufenburger: Kate is this your’s? Kate Aanenson: Yes. Mayor Laufenburger: Alright. This is related to what we just did is that correct? Kate Aanenson: Correct. Mayor Laufenburger: Okay. Kate Aanenson: So Carver County CDA annually gives out, or considers requests for part of a funding for economic development so originally we had looked at Control Products for that request because. Mayor Laufenburger: Control Concepts. Chanhassen City Council – December 10, 2018 63 Kate Aanenson: Excuse me, Control you’re correct Mayor sorry. Control Concepts. That was for the retaining wall for the trail. We talked about that and so that project is, has moved on. They’re selling. They’re not moving forward with that project so in looking at, I put together just a brief report in there looking at the ways that the Carver County CDA looks at the growth partnership initiatives so if you look we’ve done one for Chick-fil-A. We’ve done one for Emerson. We did one for the Venue for the redevelopment so they look at kind of 3 buckets and that would be the affordable housing, community development, and redevelopment and this is actually community development. So the project that we’re looking at is actually the one, we’re doing the request because we have to have this in by the end of February so, and some of our projects take a year to get funded and we go through a competitive process so because we were hoping to have a different project we’d like to put something out there and this is the only project right now that we have that would advance forward. Again it’s a competitive process so what we put in there is some of the goals that you put in your recent subsidy is how this project and so we’re talking about the project we just saw now. The Holasek development. The fact that one of the businesses looking going in there currently has 60 jobs and they’re looking at an additional 20 jobs and those are good paying industrial type jobs. So that meets your criteria under the community development, how to assist jobs. In job creation so we looked at it’s increasing the tax base. We’re retaining local jobs so one of the businesses that are looking at expanding. This is an existing business here in town that’s looking to expand. Also remove some of the existing blight that’s on the property. It’s under utilized and also help incur some of the costs so redevelopment and contamination as we talked about to correct the soils there is a big hurdle so we’re requesting $60,000. Again the City is the pass through so we’re actually applying on behalf of the developer so the money comes to the City and then we turn around and reimburse the developer on that so we would be the pass through on that. So again as I mentioned the application for the deadline would be February 1st so in looking at the projects that we have coming down the pipeline, we’ve got a big residential project but really don’t have anything of this scope. A big redevelopment project of this scope that would meet the criteria so the staff is recommending that you give consideration and your support would be through a resolution and then the staff would put together kind of more specific details on the square footage. Kind of what you just saw tonight and the job creation and the like. So that was our request to see if you’d be interested in supporting the resolution for the Carver County Community Development Agency’s growth partnership program so with that I’d be happy to answer any questions that you may have. Mayor Laufenburger: Alright, an questions of staff? Kate I have one. You mentioned that we are, we make application for this on behalf of the applicant and CDA then grants the, if they choose to they would grant, they would award the grant to the City and then the City would distribute the funds. The developer has to show that they’re spending in accordance with what they’re requesting is that correct? Kate Aanenson: Yes. So yes, so they have to, it’s a 2 to 1 match so they have to give us payment. Proof of payment of the correction so we’ll identify what they’re using and in this case Chanhassen City Council – December 10, 2018 64 we’d be identifying soil corrections but the reason they’re getting it is the job creation and the other things I mentioned but they would have to give us receipts of that and then the County Board would actually approve those payments. Verify those payments and then reimburse the City of which we’ve done and we reimburse the developer. So it’s a little bit of a process. Mayor Laufenburger: Okay. Alright. And when, do you know when the County would make this grant if they were to approve this? Kate Aanenson: Well the applications are due, like I say in February and then they, the CDA would make a recommendation and then I do believe it goes to the CDA Board to approve those requests because usually there’s, it’s a competitive. Usually there’s 3 or 4 so they kind of weigh out you know what other cities are doing. What’s the economic benefit? That sort of thing so we did not have a project in 2018. The last one we did the 2017 actually was the Venue. The soil corrections. Actually it was the demolition for the Venue so they had like half a million dollars worth of demolition. They got $60,000 reimbursement on that but that’s what we requested on that one and that was actually authorized in 2017. That project took a while to get, so we did not apply for a grant in 2018 so. Mayor Laufenburger: And one more thing too is, does the application that we make with, for this one on behalf of the developer, does this preclude us from making future applications? Kate Aanenson: No. I mean annually. Mayor Laufenburger: So this would be likely based on what we know this would be the only one that we submit before February 19th. Kate Aanenson: Yeah it’s my understanding they changed up…to try to do it once a year. If there’s not enough applications in they may take another application later in the year but it’s my understanding now they’ve tried to look into that. Todd and Chelsea I think they’re just trying to do it once a year so everybody’s kind of gearing up. Mayor Laufenburger: Okay. Kate Aanenson: It was hard because I think they were doing it in August and that’s kind of at the end of the year. People now are gearing up for next year’s projects so I think that’s why they moved their application deadline but again looking at what we have in the potential pipeline that would meet this qualification we really didn’t have another project that would, we felt met the criteria so. Mayor Laufenburger: Alright. Council members any questions or comments to staff? If not I’ll accept a motion. Councilwoman Tjornhom: I’ll make a motion. Chanhassen City Council – December 10, 2018 65 Mayor Laufenburger: Alright please do. Councilwoman Tjornhom: I make a motion that the City Council adopts a resolution approving the application for funding from the Carver County Community Development Agency Community Growth Partnership Initiative Program for the Holasek Business Park development. Mayor Laufenburger: Okay. Is there a second? Councilman McDonald: Second. Mayor Laufenburger: Alright anything further discussion? Resolution #2018-64: Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council adopts a resolution approving the application for funding from the Carver County Community Development Agency Community Growth Partnership Initiative Program for the Holasek Business Park development. All voted in favor, except for Councilwoman Ryan and Councilman Campion who opposed and the motion carried with a vote of 3 to 2. Mayor Laufenburger: That motion carries 3-2. Thank you very much. ORDINANCE 636: UPDATE FLOOD PLAIN PROTECTION ORDINANCE AND APPROVE SUMMARY ORDINANCE FOR PUBLICATION PURPOSES. Mayor Laufenburger: I’m guessing this is your’s Kate? Kate Aanenson: Yes. So this item went before the Planning Commission on November 20th and before that we had a work session and the good news on this is one of our Planning Commissioners does bank loans so she understands the mortgage holder consent. So FEMA, the Federal Emergency Management is updating their firm maps. Their flood insurance rate maps throughout the whole county so we have to by the end of, there’s a deadline in here. I’ll go through in a minute. We have to adopt the new regulations. The new mapping so they were able to get more specific maps. Our maps go back to 1979 I believe so they’re pretty old so the better data means that they can show properties that were previously in or not in and you know now there’s new properties in. What they’re saying now if you even have a deck that’s attached to your structure and that deck is in a flood way then now your property’s insured so we identified, we were one of the few communities that identified the properties. We sent them a letter identifying, letting them know that they may be so this is really what it means. I’m not going to spend a lot of time on it unless you really want to learn more about it. There’s a lot of acronyms here. Just that it’s federally regulated and we want to stay in the national flood insurance program. That’s the main thing. By adopting this ordinance, because we have regulations in the city code but this is making it consistent with the new regs in order for the City to stay in the Chanhassen City Council – December 10, 2018 66 national insurance program. So when you go for a mortgage you want to be able to get this benefit so it’s imperative that we get this. So again this is our old maps. Very difficult to see. They had no aerial photography so this is the new maps. Again the flood hazard maps. There’s a lot more detail on there now that depicts where properties are or not in the flood plain. Again your property, a lot of people that live on lakeshore part of their property is in the flood area. It’s whether or not your structure’s included in that. So the City’s not going to be the one to tell people how to write their insurance. They have to work that out through their mortgage company but what we have offered if people have questions or they need information to show where these mapping is then we’re willing to help engineering. Their GIS. Nick has got great ability to make a map for somebody to help them through the process so again, so when the residents may receive a letter from their mortgage holder. They may not. You know so it’s kind of up to them to kind of follow through on and they can appeal through their mortgage. It’s not through the City. We don’t listen to people’s appeals. We’re just there to help them with technical information and that’s what we’ve offered up in the letters that went out. So again I’m not going to go through a lot of detail in here but this is a different iteration so this person would be in because part of their deck is in the flood and this person would not, even though their lot’s in the property. This person would not because none of their structures in there. So again we’re adopting a model ordinance and I’m just going to kind of get to. So we have to have it adopted by December 21st so we’re on a tight track here so this, the original ’79 ordinance really is outdated so we did update it in 1986 but this is again overhauling it so we’re recommending that you adopt the modified version of the Minnesota Department of Natural Resources so we’ve already sent them up our draft to make sure that we’re consistent. We made just a couple word changes. This is MacKenzie the guru of code amendments worked through this so we have again received conditional approval from the DNR that we do meet their requirements so again there’s critical facilities. You know the 2 feet above, we have that in our code. Your lowest level has to be above a certain and then all the other stricter provisions for non-conforming uses within the flood plain so again the motion here again would be proposing adopting the Ordinance 636 amending the Chapters 1 and 20 so it’d be definitions in the zoning ordinance and then that we also approve by 4/5 vote the summary so we don’t have to print the whole ordinance in the paper and then we’ll get this executed and sent up to the DNR so we’re in compliance. With that I’d be happy to answer any questions. Mayor Laufenburger: Alright council any questions of staff regarding this? Councilman Campion: Just a question. Mayor Laufenburger: Go ahead Mr. Campion. Councilman Campion: So the letters sent to selected property owners on November 7th that would be all property owners that were affected or? Kate Aanenson: If that was changed yep. There were 16 of them. 16-20 of them yep. Chanhassen City Council – December 10, 2018 67 Councilman Campion: Okay. Kate Aanenson: But nobody contacted us or showed up at the public hearing at the Planning Commission. Councilman Campion: Right. Mayor Laufenburger: Any other questions? So we’re complying with federal regulations here. Kate Aanenson: Correct, yep and again it’s something that we just want to let the homeowner know that they may want to let their mortgage holder know that they’re no longer in. If they want to come out so that’s up to them to proceed. Mayor Laufenburger: Alright. I’m going to ask that we deal with this with two separate motions since one requires a simple majority and the other a 4/5 so would somebody like to make the first motion? Councilwoman Tjornhom: I’ll make the first motion. Mayor Laufenburger: Please do. Councilwoman Tjornhom: I’d like to make the motion that the City Council adopts Ordinance 636 amending Chapters 1 and 20 of the City Code. Mayor Laufenburger: Alright we have a motion. Is there a second? Councilman McDonald: Second. Mayor Laufenburger: Alright, any further discussion? Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council adopts Ordinance 636 amending Chapters 1 and 20 of the City Code. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Laufenburger: That motion carries 5-0. Anybody would like to make the second motion? Councilwoman Tjornhom: I make a second motion. Mayor Laufenburger: Please do. Councilwoman Tjornhom: The City Council approves Summary Ordinance 636 for publication purposes. Chanhassen City Council – December 10, 2018 68 Mayor Laufenburger: Alright. Is there a second? Councilman McDonald: Second. Mayor Laufenburger: Thank you. Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approves Summary Ordinance 636 for publication purposes. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Laufenburger: That motion carries 5-0. Thank you Kate. ORDINANCE 637: AMENDMENT TO CITY CODE CHAPTER 4 CONCERNING FEES AND CHAPTER 5 CONCERNING ANIMALS. Mayor Laufenburger: Oh Mr. Sticha. This looks like your’s. Greg Sticha: It is Mayor. Mayor Laufenburger: Alrighty. Congratulations Kate that it’s not your’s. Greg Sticha: Thank you. Good evening Mayor and council. On an annual basis the City Council considers amending city ordinance section, or ordinance 4 which deals with fees in the City, all the City’s fees for various services provided in the city. So this evening we are, have in front of you the requested amendments to Ordinance 4 and then in this case we’re actually amending Ordinance 5 as well as it relates to a change in where one of those fees will now be I guess accounted for in Ordinance 4 rather than chapter, or Chapter 4 instead of Chapter 5. That would be with the said stable permit fee. That item’s outlined in my memo and the change in dollar amount as well is included in regards to that. In addition there’s some language clean up under kennel fee and as well the City is requesting, the City staff’s requesting a change in the peddler solicitor merchant registration fee. Change from $25 deposit to $100 fee for increased costs in staffing time to process those requests. Also as a part of that there is a long list of city utility amendments that is requested in this report. Those requests were a part of the City’s utility rate study that was presented to council about a month ago. As part of that annual rate study that the City conducts with Ehlers and Associates there was one significant change as compared to last year’s rate study. This year’s rate study is indicating the same amounts for operating rates of water and sewer have increases of 5 percent for 2019. However one item of change of note is the increase in the cost for the ongoing fee for the stormwater quarterly charge from $11.22 a quarter to $14.87 per quarter. The reason behind the change, the significant change in that fee has to do with a couple items. One, increased regulation as it relates to stormwater regulations. Two, we have an aging infrastructure. Stormwater system in the city similar to the discussion we’ve had in regards to the city’s street system. These storm ponds were built in and around the same time as the city streets so a number of in particular storm Chanhassen City Council – December 10, 2018 69 ponds are now needing maintenance attention and the current reserves that are in the fund can’t afford to continue to provide additional storm pond cleanout’s that we would need to keep the system maintained at a level that makes it functional. So we are asking for that significant increase in the operating rate and the stormwater quarterly charge from the $11.22 to the $14.87 for that purpose. Connection fees are included in this ordinance as well for connecting to the city’s water and sewer and stormwater system. There are no changes as compared to last year’s rate study in all 3 utilities. The staff report and the report by Ehlers and Associates recommends an increase in the water connection of 3 ½ percent, 2 percent for stormwater and no change in the connection for sanitary sewer. So with that I have no additional information that has changed since our last work session meeting in regards to the utility fees. So I would at this point take any time for questions and then at the end of that ask for the attached ordinance amending Chapter 4 of the City Code and revising the fees for 2019 and Chapter 5 of the Chanhassen City Code revising stable permits be considered. Mayor Laufenburger: Alright thank you Mr. Sticha. Councilmembers any questions or comments? Councilmember, before you do that let me say this. For those of you that are observing this, every year we review the fees and that review includes an extensive study by a well versed consultant, Ehlers. Jessica, is that her name? Greg Sticha: Yes. Mayor Laufenburger: And she comes in and she helps us plan for not only infrastructure changes that we anticipate in the future but even emergency situations that we need to be prepared for such as a reserve funds in our enterprise funds. This is handled separately from the levy in that utility bills do not go to all property tax, or excuse me all property owners. They only go to the people who actually use the utilities so the council has had extensive work session work on this and what you’re seeing today is a presentation of the final result that has really been directed to city staff by the council. Councilmember Ryan. Councilwoman Ryan: Thank you Mayor. I know we discussed it earlier. I want to thank Ehlers for putting together development fee comparison and I would just Mr. Sticha like to reiterate the need to review that in further detail in the next year to talk about the development fees and where we’re at. Greg Sticha: We’ll add that to the list. Councilwoman Ryan: Okay thank you. Mayor Laufenburger: Anything else council? If not. Councilman McDonald: Mr. Mayor I’ll make a motion. Mayor Laufenburger: Designated motion maker Mr. McDonald. Chanhassen City Council – December 10, 2018 70 Councilman McDonald: I make a motion that the City Council adopts the attached ordinance amending Chapter 4 of the Chanhassen City Code revising the fee for 2019 and Chapter 5 of the Chanhassen City Code revising stable permits. Mayor Laufenburger: Alright thank you Mr. McDonald. Is there a second to that motion? Councilwoman Tjornhom: Second. Mayor Laufenburger: Thank you Councilmember Tjornhom. Any further discussion? Councilman McDonald moved, Councilwoman Tjornhom seconded that the City Council adopts the attached ordinance amending Chapter 4 of the Chanhassen City Code revising the fees for 2019 and Chapter 5 of the Chanhassen City Code revising stable permits. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Laufenburger: That motion carries 5-0. ADOPT FINAL LEVY, 2019 BUDGET, AND 2019-2023 CAPITAL IMPROVEMENT PROGRAM (CIP). Mayor Laufenburger: Is this your’s Mr. Sticha I hope? Greg Sticha: It is. Mayor Laufenburger: Alright. Greg Sticha: Again on an annual basis the City Council considers at the end of the year, this last meeting adopting a 2019 final levy, a 2019 general fund expenditure budget as well as special revenue fund budgets and adopts a 2019 CIP for years, in this case of 2019 to 2023. I’m going to go over a brief power point that breaks down kind of the budget process that we’ve had to this point in the year. We began the budget process in June and July with submittals by the various departments at the city. City Manager and myself reviewed that budget. Those budget requests in late July. We held a detailed budget meeting where we had the opportunity to review line items within each budget in late August. The preliminary tax levy was adopted for Truth in Taxation statement purposes on September 24th. For those that are not aware in the audience that preliminary levy adoption was used to create the Truth in Taxation statements that were sent to all of the homes and businesses in Chanhassen as well as in the entire state of Minnesota and at that point in time the City Council was establishing a levy to not increase before seeing a final levy this evening. Last week the City Council held a budget meeting to discuss the basis and information behind the preliminary levy and that was last December 3rd on Monday and this evening the City Council will adopt a final budget and tax levy to be sent to the county auditor for taxes payable in 2019. So briefly taking a look at the expenditures as compared to last year’s Chanhassen City Council – December 10, 2018 71 budget. I’ve included a breakdown by government agency type at the City of Chanhassen. A couple of I guess you’d call changes within the expenditure side. There was one adjustment in the Community Development budget to have a position upgraded. That’s why you see the 9.1 percent increase in that particular budget. The remaining expenditure budgets, there were no significant changes between any certain departments. I will make of note the law enforcement contract with the Carver County Sheriff’s Office saw no change as compared to 2018 so you’ll notice only a 1.2 percent increase in the entire law enforcement fire budget in large part simply because the law enforcement contract proposed by the Carver County Sheriff’s Office had no change. On the revenue side I guess I would point out one significant change on the licenses and permit side. The City Council when setting the preliminary levy did decide to increase budgeted permit revenue for 2019 as compared to 2018. The baseline prior to this September was having licenses and permits at approximately the million 32 for the last 2 to 3 years. The baseline has changed over the last several years in that the base amount that we typically receive in building permit revenue is now a little closer to $950,000 per year or a million dollars per year so staff felt comfortable recommending that change in that budget line item so you’ll see the 9.7 percent increase in that revenue line item. There was some small adjustments also in other revenue. The most significant of which was an increase in cell tower rental revenue because of a few new cell tower rental contracts the City has in place for 2019. So what factors are a part of the 2019 budget? Some of these numbers are very familiar to City Council. For those of you that might be tuning in for the first time they might sound not as familiar. The Carver County Assessor’s Office notified the City that our new construction for taxes payable in 2019 was .97 percent which equates to roughly $106,000 in new property tax dollars that the City has available to itself to pay for certain services. The City health care contract did see an 8 percent increase as compared to the 2018 budget. I mentioned the $100,000 additional budgeted for building permit revenue. There is included a 3 percent cost of living and merit pay for all employees as well as additional market adjustments for department employees. I mentioned that there was no increase in the police services contract for 2019 and the crime prevention specialist position has been eliminated from the 2019 budget and those duties are planned to continue to be done by the staff that has taken over them since that position has been vacant. So taking a look at the levies are they compare to 2018. I have the preliminary levy listed as well as the staff recommended final levies for 2019. You’ll notice there are no changes. The general fund levy of $8,810,333 and all other levies remaining exactly the same as that were set in the preliminary levy back in September for a total increase in all levies of the .97 percent that I mentioned in the pervious slide. So taking a look at Chanhassen’s total levy versus new growth the past decade. You’ll notice that for the last several years the final levy has been set at or below new growth. In particular the last 2 years it’s been set exactly at new growth. In a couple years previous to that it actually was set slightly below new growth. Last time that the levy was set above new growth would have been 2008. As many homeowners and businesses received the Truth in Taxation statements last year, this slide just breaks down the change in market values. It also shows the impact that an average home would have based on the City’s final levy being exactly what their preliminary levy was. The most important thing to keep in mind on this particular slide is the average home in Chanhassen saw 7 ½ percent increase in it’s taxable market value for 2019 so when setting a final levy at new growth that becomes a key number to focus on. So if your home Chanhassen City Council – December 10, 2018 72 in Chanhassen increased by less than 7 ½ percent in taxable market value it’s very possible you most likely saw a decrease in your city portion of your property taxes. If your home saw a increase in taxable market value of greater than 7 ½ percent most likely your home saw a increase in your city portion of your property taxes. On this slide Parcel 3 is as close as I could find to an average home in Chanhassen. This is an actual parcel in the city for taxes payable in 2019. The average home value in Chanhassen is $360,000. This particular home increased from $354,700 to a taxable market value of $381,100 or 7.4 percent and based on it’s Truth in Taxation statement it actually still even saw a very slight decrease in it’s city portion of it’s property taxes by just less than $2 or .2 percent. Taking a look at where your property taxes go. For those of you that own businesses or homes in Carver County and Chanhassen, roughly 20 percent of every tax dollar comes back to the city of Chanhassen. The remaining tax dollars of your total property tax statement go to the other jurisdictions in this pie chart. The school district being the largest of those and there’s relatively very little to no difference between the two school districts in Chanhassen. A percent or a percent and a half difference on that 44 percent. Todd Gerhardt: Mayor, council, just to add a little bit. This past week in the Tribune they had property tax increases for the 5 county metro area and our’s showed an increase but that was based on school district, county, special jurisdictions so unless somebody’s home went up by more than 7.5 percent we were not the factor that made that property tax increase shown as reported in the Star and Tribune. Greg Sticha: Each year we take a look at how the city compares to it’s KFS cities in terms of budgeted expenditures. This slide shows the 2017 to 18 general fund budgeted expenditures. The most reliable data that’s available on the Minnesota and current data that’s available on the State Auditor’s website. The difference between 2017 and 18 for the city of Chanhassen was 2 percent with the average of our KFS cities being 5.4 percent so significantly below average with only one or two other cities that saw smaller decrease, or increase in their general fund expenditure, budgeted general fund expenditures from 2017 to 18. So how does that equate to a per capita spending? Taking those same numbers and dividing it by the population of each of those jurisdictions you’ll note Chanhassen has the smallest per capita spending for 2018 as compared to all other 10 jurisdictions. The average being 581 and the next closest being 487, I believe which is Savage. Oh 458 Lino Lakes I’m sorry. They’re in alphabetic order. Also another item that we take a look at is where the in particular the preliminary levies were set in Carver County. So the information that each of the taxing jurisdictions, each of the cities in Carver County that were given to the county when they set their preliminary levies back in September results in these tax rates for 2019. Now assuming no changes in their final levies as compared to their preliminary levies, these would be the tax rates for taxes payable in 2019 in each of the cities. My assumption is that some of these jurisdictions could and probably will set their final levies lower and could result in a slightly lower tax rate but Chanhassen has the lowest tax rate in all of Carver County by a significant portion. Taking a look at how the city’s tax rate compares to jurisdictions in this particular case Hennepin County. The most current data I have on the other jurisdictions is 2018 so I included Chanhassen’s tax rate for 2018. Again very comparable. Very favorably. A number of these cities are similar in size and growth and others Chanhassen City Council – December 10, 2018 73 are not. The average of all of these cities being 42.355. There are very few cities in the entire Twin Cities metro with a lower tax rate than the city of Chanhassen and setting a, even setting a final levy at what the preliminary was set at most likely will even make us among the lowest in the entire Twin Cities even further. So with that staff recommends this evening adopting a 2019 final levy at $11,019,868 and approving a total general fund expenditure of $11,395,360. It also approves the CIP for 2019 to 2023 in the amount of $104,527,245 and that I will take any questions. Mayor Laufenburger: Alright thank you Mr. Sticha. Council I’m going to ask us to do something. First I would like to have a motion in support of this and then once we have that motion in place we can begin discussion and possibly amendments to this so would somebody please make a motion to the effect of what staff is recommending? Councilman McDonald: Mr. Mayor I’ll make a motion that the City Council adopts a resolution establishing the 2019 final levy at $11,019,868 and approves total general fund expenditures of $11,395,306. It also approves the CIP for 2019 through 2023 in the total amount of $104,527,245. Mayor Laufenburger: Alright we have a motion. Is there a second? Councilwoman Tjornhom: Second. Mayor Laufenburger: Thank you. Alright we have a motion and a second. Now is there any discussion on this motion? Councilwoman Ryan: Mr. Mayor? Mayor Laufenburger: Councilmember Ryan. Councilwoman Ryan: There are a couple points that I’d like to bring out on what’s being proposed here. Although the dollar amount is not as significant when you look at $11 million dollar levy the total amount for, as Mr. Sticha pointed out for market rate adjustments for department heads is consistent with an 8 percent raise and that is across the board for all department heads and I, I don’t support that. I’d be comfortable with lowering that amount but I, while we were presented with department head comparable salaries and we looked at both our KFS cities that we compare ourselves to as well as competitor cities we are, with the exception of the Assistant City Manager and Office Manager we are above average and with these raises presented we with our competitor cities which are 2 to 3 in some cases times the size of this city, we are now close to those salary amounts and I would rather have as I had stated earlier, I would rather have an increase of salary based on merit, not just market adjustments so that’s one issue or concern that I have as it relates to the final levy number. Chanhassen City Council – December 10, 2018 74 Mayor Laufenburger: Okay let me just pause you for a second. Do you want to express your views in the form of an amendment? Councilwoman Ryan: No. No thank you. Mayor Laufenburger: Okay, alright. Any other comments? And just council so that you understand what I’m trying to do here. I’m trying to, based on what I heard earlier I anticipate that there will be some modifications that would be requested to what staff is recommending so I wanted to have this baseline in place, and if you would like to make an amendment you’re certainly welcome to do so and we will act as a council on that amendment so I’m not discouraging any comments or any amendments. I’m just trying to establish an orderly process so we can handle them if necessary one by one so. Councilwoman Ryan: Okay Mr. Mayor I’ll take that back and I will make an amendment. Mayor Laufenburger: Okay. Councilwoman Ryan: I would like to make the amendment to the final levy and put the levy at $10,996,631 and how I arrived at that number is that instead of 8 percent across, 8 percent raises across the department heads, that would reduce it to a 5 percent across department heads which would equate to $23,237. Mayor Laufenburger: Okay. I’m going to ask your indulgence here just a moment Councilmember Ryan. I’m going to modify your amendment to read that you would like to make an amendment that the current 8 percent market rate adjustments for department heads be lowered to 5 percent. Councilwoman Ryan: Yes. Mayor Laufenburger: And appropriate action then subsequent to the levy. Is that acceptable? Councilwoman Ryan: Sure. Mayor Laufenburger: Okay. Is there a second to that motion? Councilman Campion: I second that. Mayor Laufenburger: Alright we have a motion and a second. Is that okay Mr. Knutson? Roger Knutson: Yes. Mayor Laufenburger: Okay, alright. So we have a motion to reduce the market adjustment as proposed from 8 percent for departments heads to, across the board 5 percent. Is there any Chanhassen City Council – December 10, 2018 75 further discussion on that? I think it’s important that we understand our role as a council and while I respect and acknowledge that Councilmember Ryan feels that 8 percent isn’t appropriate and 5 is, I believe that Mr. Gerhardt as city manager has identified what he believes he needs to, in order to manage the organization. A levy and a budget brings in anticipated dollars but it doesn’t necessarily mean that those dollars are spent. Not only with wages but also with other programs so I’m comfortable with an 8 percent across the board budget and giving Mr. Gerhardt the latitude to distribute that 8 percent budget as he chooses in order to manage his organization so any further discussion? Councilwoman Ryan: Yes please. Mayor Laufenburger: Go ahead. Councilwoman Ryan: And I would just like to further say that it was in good faith, recognizing that Mr. Gerhardt wants to get the numbers closer to what he feels is a fair market value and so while he is the city manager and manages those budgets it’s our responsibility to be good stewards of those dollars and I’m not comfortable with across the board 8 percent raises. Mayor Laufenburger: Okay. Any further discussion? Councilwoman Ryan moved, Councilman Campion seconded to approve an amendment shifting the current across the board 8 percent market rate adjustments for department heads to 5 percent. Councilwoman Ryan and Councilman Campion voted in favor of the amendment. Mayor Laufenburger, Councilman McDonald and Councilwoman Tjornhom voted in opposition to the amendment. The motion failed with a vote of 2 to 3. Mayor Laufenburger: That motion fails 2 to 3. Any further discussion on the budget? The budget. The levy or the CIP. Councilwoman Ryan: Mr. Mayor? Mayor Laufenburger: Councilmember Ryan. Councilwoman Ryan: Two things in the CIP. Mayor Laufenburger: Let’s deal with them one at a time okay? Councilwoman Ryan: I would like to amend the CIP by. Mayor Laufenburger: Is there an item for reference that you can use? Chanhassen City Council – December 10, 2018 76 Councilwoman Ryan: Yes I would like to switch two pieces. I would like to switch, oh give me one second. ST038, the Lyman Boulevard project that is set for 2019 and move it to 2021. It’s the Lyman Boulevard improvements, Galpin Boulevard. Mayor Laufenburger: Okay so you want to amend the CIP specifically Project ST038 which is currently scheduled for 2019 for a total amount of city contribution of $2.5 million. You want to shift that to 2021 for planning purposes. Councilwoman Ryan: Yes. Mayor Laufenburger: Okay. Is that an acceptable amendment? Councilwoman Ryan: That is. May I add one other or? Mayor Laufenburger: No we’ll deal with these one at a time. Councilwoman Ryan: Okay. Okay. Mayor Laufenburger: Okay, is that alright? Is there a second? Councilman Campion: Second. Mayor Laufenburger: Alright. ST038 which is the city’s portion of the contribution to the upgrade to Lyman. Lyman Boulevard is, Mr. Gerhardt why don’t you explain the joint powers agreement that we have regarding that if you don’t mind. Todd Gerhardt: Sure Mayor, City Council members. We entered into an agreement in the reconstruction of Lyman Boulevard and the reason for that Chaska, Chanhassen entered into an original agreement to keep our local tax dollars through tax increment financing working in Carver County so the first phase was for Chaska to upgrade Audubon from Lyman up to Pioneer and half of that road is basically in Chanhassen and Chaska paid for the Chanhassen portion of that. Since that time the agreements had been modified and due to the fact that the State changed the formula for tax increment financial and taking those revenues that cities had to pay for school district funding and so the agreements were modified where Chanhassen was still responsible to reimburse the County for the portion that Chaska upgraded on Audubon in Chanhassen where we would upgrade the portion of Lyman in Chaska. So we entered into an agreement to make those improvements to Lyman. And it was broken into three phases for Lyman. Phase 1 being between Galpin and Audubon where the high school sits. The next phase between Audubon and Powers. The last phase is from Galpin going west to State Highway 41. That is the project that Councilmember Ryan is talking about ST038. Mayor Laufenburger: Okay and this joint powers agreement stipulates that we will participate in the project but we will do so only when we give our municipal consent, is that true? Chanhassen City Council – December 10, 2018 77 Todd Gerhardt: That is correct Mayor. Mayor Laufenburger: Okay. So for planning purposes the amendment as it stands right now is to shift it from planning purposes for 2019 to 2021. Is there any other comment that would like to be made on that amendment? Okay Mr. Oehme I need you at the microphone please. Mr. Oehme you have this project ST038 funding from Chanhassen comes from two different sources. One is MSA sources and the other is reserves right? If this project is not done in 2019, if we plan for it to be done in 2019 but for some reason it is not done in 2019, do you have other uses for those MSA sources? For those MSA funds. Paul Oehme: We do Mayor but nothing’s programmed for 2019 so I can’t use those funds in 2019. We can plan for additional projects in 2020. Mayor Laufenburger: Using those funds. Paul Oehme: Using those funds but. Mayor Laufenburger: But we don’t lose those funds if we don’t do the project in 2019. Paul Oehme: Exactly. Mayor Laufenburger: It’s just they remain available to us at for some future date. Paul Oehme: For a future project correct. Mayor Laufenburger: Okay, okay. Alright. Councilwoman Ryan: And Mr. Oehme isn’t it also true that by having Lyman Boulevard as well as the Lake East project both in 2019 that we are borrowing against and go into the negative on our MSA fund? Paul Oehme: That is correct. Councilwoman Ryan: Okay. Paul Oehme: Right. Mayor Laufenburger: Have we done that in the past Mr. Oehme? Paul Oehme: We have. Chanhassen City Council – December 10, 2018 78 Mayor Laufenburger: Good, thank you. Any further discussion on the movement of this project ST038 from 2019 for planning purposes to 2021. Councilwoman Ryan moved, Councilman Campion seconded to approve an amendment shifting Project ST038 in the CIP for planning purposes from 2019 to 2021. Councilwoman Ryan and Councilman Campion voted in favor of the amendment. Mayor Laufenburger, Councilman McDonald, and Councilwoman Tjornhom voted in opposition to the amendment. The motion failed with a vote of 2 to 3. Mayor Laufenburger: That motion fails 2 to 3. Alright is there any other comments or suggestions? Councilwoman Ryan: Mr. Mayor? Mayor Laufenburger: Councilmember Ryan. Councilwoman Ryan: The last one for me here is Project PK&T-99, the Nature Preserve trail for $200,000. Mayor Laufenburger: Okay. Councilwoman Ryan: I would like that removed. Mayor Laufenburger: Can you make that in the form of a motion or amendment please. Councilwoman Ryan: I would like to propose that we remove PK&T-99 in the amount of $200,000 in the budget. In the CIP. Mayor Laufenburger: So you want to remove PK&T-99 from the current CIP. Councilwoman Ryan: Yes. Mayor Laufenburger: Okay. Alright is there a second? Councilman Campion: Second. Mayor Laufenburger: Alrighty, we have a motion and a second. Just for familiarity this is, Mr. Oehme are you familiar with this trail? Paul Oehme: A little bit yes. Mayor Laufenburger: Okay. Who wants to speak to the definition of this trail? Mr. Hoffman would you just come in and talk about this please since it sits in your CIP. Chanhassen City Council – December 10, 2018 79 Todd Hoffman: Be glad to. That section of trail is bound to a development contract with the Arboretum Business Park and so at the time that that lot is developed our development contract says that we shall enter into an agreement and pay for that trail to be constructed with that lot or with that building. Mayor Laufenburger: So for the people who are sitting on the edge of their seats at home waiting to find out about this could you just describe the location of this trail that does not yet exist? Todd Hoffman: There’s currently a building there in the north lot which is Mamac building. Mayor Laufenburger: Give us streets. Todd Gerhardt: Century Boulevard. Todd Hoffman: Yeah Century Boulevard. Mayor Laufenburger: Century Boulevard. Todd Hoffman: And the Mamac building. Mayor Laufenburger: Okay which is between Norex or 82nd Street and Coulter Boulevard right? Todd Hoffman: Correct. Mayor Laufenburger: So this is on the west, excuse me the east side of Century Boulevard. Alright. Todd Hoffman: And there’s a trail system planned as a part of the Chanhassen Nature Preserve. That master planning the trail and this would be the, this is the main trail and then there is currently an off shoot that is built but this is designated as the main trail. Primarily to reach over to the Lifetime Fitness group as they come out and conduct their activities. And other residents in the area. Mayor Laufenburger: Alright. Thank you Mr. Hoffman. Any further discussion on PK&T-99? Councilwoman Ryan moved, Councilman Campion seconded to approve an amendment removing Project PK&T-99 from the 2019-2023 Capital Improvement Program (CIP) in the amount of $200,000. All voted in favor except for Councilman McDonald and Councilwoman Tjornhom who opposed the amendment. The motion carried with a vote of 3 to 2. Chanhassen City Council – December 10, 2018 80 Mayor Laufenburger: Alright that motion carries 3-2. Alright, is there anything else? Council. So we have an amended motion so far. Is there any further discussion? Mr. Oehme I would like to bring up ST012 just for comment if you don’t mind. Paul Oehme: Okay. Mayor Laufenburger: Two weeks ago at the council meeting when there was a discussion about an alternative revenue source to support the pavement management program. You presented a slide showing anticipated street work and MSA work. You don’t need to bring it up at this time but at that time if any of our residents were paying attention there were a number of projects on there that were anticipated based on the assumption that franchise fees would be approved as an alternative source for sustaining revenue. I reviewed that document against ST12 and I think it’s important for the residents to know and understand that ST12 which is the current plan for street improvement for the next 5 years, at one time included the following streets but now are not included in the CIP. For example Leslee Curve and the Glendale area was scheduled for 2021. It’s no longer in the CIP. Fox Hollow reconstruction scheduled for 2023 is no longer on the CIP. Kurvers Point originally scheduled for 2020 is now scheduled for 2021. Stone Creek originally scheduled for 2020 is now scheduled for 2021. Lake Lucy Road east of Powers, that goes over toward I think it’s Vineland and Trandahl Circle was scheduled for 2020 is now for 2021. Brenden Court was scheduled for 2020 is now no longer on the CIP. Near Mountain Boulevard, Trappers Pass, Cascade, Oxbow was scheduled for 2022 is no longer on the CIP. Lake Riley Boulevard was scheduled for 2022. It is no longer on the CIP. Stoughton Avenue in our southern boundary was scheduled for 2022 is no longer on the CIP. Longacres, Hunter and Fawn Hill was scheduled for 2022. No longer on the CIP. Meadow Lane, which is north of 7 up by Cathcart was scheduled for 2020 is now scheduled for 2021. MSA roads, Market Boulevard, 78th Street to Highway 5 was originally scheduled for 2021 is no longer on the CIP. And Pleasant View originally scheduled for 2022 is no longer on the CIP and Minnewashta Parkway originally shown as a 2019 is now scheduled for 2020. Did I miss any of those Mr. Oehme? I saw you were following along. Paul Oehme: Trying to yes. I think you touched on them. Mayor Laufenburger: Okay. I just, it’s important that the record reflect that those streets that were anticipated to be worked on are no longer being worked on. I’m not suggesting any modification to ST12 at this time unless the council would like to suggest a modification. Okay. Alright. Any other comments or questions from the council? We have a motion on the floor at this time recommending the adoption of the 2019 final levy at $11,019,868. Approving a total general fund expenditure of $11,395,360 and approving the CIP for 2019 to 2023 in the total amount of $104, now will be 327,245 based on the amendment to remove the $200,000 for PK&T-99. That’s the motion that’s on the floor. Resolution #2018-65: Councilman McDonald moved, Councilwoman Tjornhom seconded that the City Council adopts a resolution establishing the 2019 final levy at $11,019,868; Chanhassen City Council – December 10, 2018 81 approves total general fund expenditures of $11,395,306; and approves the CIP for 2019 through 2023 in the total amount of $104,327,245. All voted in favor, except for Councilwoman Ryan and Councilman Campion who opposed and the motion carried with a vote of 3 to 2. Mayor Laufenburger: That motion carries 3-2. That concludes our new business for the evening. Thank you council. Thank you staff for the work that you’ve done, especially you Mr. Sticha pulling all of these elements together. Appreciate your work. And you have funding for next year. COUNCIL PRESENTATIONS: ANNOUNCE RESULTS OF CITY MANAGER’S 2018 PERFORMANCE REVIEW. Mayor Laufenburger: Well our next item on our agenda is the, let me just make sure I say this accurately. This is council presentations, item H-1. This is the announcement of the results of the City Manager’s 2018 performance review. Each year it is the City Council’s responsibility to review the performance of the City Manager who is accountable directly to the council. It’s my privilege to share the results of the 2018 performance evaluation for City Manager Todd Gerhardt. To begin each year the City Council working with the city staff establishes annual goals and strategies. These goals then become the work plan that City Manager Gerhardt operates against throughout the year. Working with his department heads and City Council Mr. Gerhardt guides and coordinates these strategic initiatives along with the normal operating of all aspects of city services for the community. The City Council met in executive session on November 26th and then again on December 3, 2018 to review Mr. Gerhardt’s performance for this past year and to provide our observations and comments with him directly. On behalf of the entire council let me offer comments from these discussions. The City Council rated Mr. Gerhardt’s performance for 2018 as exceptional indicating that he consistently achieves the highest level of performance in his duties and often achieves above the level of expected or anticipated results. Some of the key highlights of this past year include Mr. Gerhardt continues to guide the Chanhassen to the lowest tax rate in the county and the third lowest in the combined counties of Carver and Hennepin. Mr. Gerhardt’s dogged perseverance on the Highway 101 up the bluff project over the last 3 years finally paid off. In June Governor Dayton signed a bonding bill that included $9 million dollars to fill the funding gap on the 101 project. Mr. Gerhardt knew who to reach out to and on whom he could rely to make this project the most important to our legislators and supporters. Additionally Mr. Gerhardt provided leadership in responding to citizens concerns and following through with council members who drew attention to the items. His willingness to reach out to other experts when he didn’t have the answer was also critical. It was critical to his humble approach to getting things done. Next his job knowledge and experience make him a huge asset to our community and also a frequent life line to administrators and managers in surrounding jurisdictions. He is highly regarded by his peers. Continued leadership, we also acknowledge continued leadership in the development and the retention of exceptional department heads at Chanhassen. A significant achievement for Mr. Gerhardt that results from a strong advocacy for responsible development in the community is Chanhassen City Council – December 10, 2018 82 measured by the investment that various entities make in our community. In 2018 the economic development in Chanhassen as measured by the value of permits applied for for residential and commercial and reconstruction or additions through 11 months is $110 million dollars. That represents a 70 percent increase over all of last year. Job well done Mr. Gerhardt and city staff. Clearly economic growth is vibrant in our community. Lastly your stable, calm and responsive approach to the challenges that we face as a city and as a council is a solid anchor of leadership in this developing community. Your advocacy isn’t for a pre-determined option but for a fair and well considered review by your staff. I’m reminded that you don’t get a vote. You work in support of your citizens and your council. This year Mr. Gerhardt completed his 32nd year with the City of Chanhassen and has been city manager since 2001. His knowledge, experience and wisdom serve the citizens, the professional staff and the City Council in a most effective manner. His judgment, his courage, integrity, and concern for others are the cornerstone of his leadership. Congratulations on a great year Mr. Gerhardt. Based upon this evaluation and our discussions at this time I move that the City Council approve the performance evaluation and a salary action for 2019 commensurate with the average increase in the budget for regular employees for 2019 which was approved earlier his evening. I would ask for a second to that motion. May I have a second? Councilman McDonald: Second. Mayor Laufenburger: Alright. Is there any discussion or comment the council would like to add? Mayor Laufenburger moved, Councilman McDonald seconded that the City Council approve the performance evaluation and a salary action for 2019 commensurate with the average increase in the budget for regular employees for 2019. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Laufenburger: That motion carries unanimously 5-0. Mr. Gerhardt would you like to make any comments? Todd Gerhardt: I’d like to think I did it all by m yself but. Mayor Laufenburger: You didn’t? Todd Gerhardt: I didn’t. You know in the budget I wanted to reflect the benefits of the great department heads we have. The staff that they manage and the support that I get from the Mayor and City Council. We may not all agree and we challenge each other on our decisions and that’s what makes a good outcome and I appreciate your feedback and look forward to goals for 2019 at our upcoming January 5th meeting which will be the next City Council meeting for this group and I’d also like to take this opportunity to thank Mayor Laufenburger for his 4 years as mayor of Chanhassen. He’s served this community well. He not only served as the mayor. He served as a City Council member prior to that. He served on the Planning Commission. He currently Chanhassen City Council – December 10, 2018 83 serves on the Transportation Advisory Board. Currently serves on the Southwest Transit. He’s been the leader of the Carver County Leaders Group as their leader for a year and participates in the Easterly Carver County Leaders Group and also the Minnetonka Leaders Group. And I can’t even mention the number of voices he is for in this town. Girls softball. Boys baseball. Red Birds and so he gives his time to the school districts. Reads to the youth. On behalf of everybody here Denny we want to thank you for your outstanding service these past many years and it’s greatly appreciated. Mayor Laufenburger: Alright thank you Mr. Gerhardt. I want to say it’s been a very long meeting and I want to thank all of you, especially the council for your patience but before we adjourn this evening I just have a few closing comments. First of all I want to begin by expressing my sincere appreciation to the citizens of Chanhassen for giving me the incredible privilege and honor of serving you for the last 11 years. As I consider my involvement during this time my heart swells with gratitude for the opportunity to have a front row seat as together we have cheered for Chanhassen. I want to say a special thank you to Debbie Turner Larson and to Tim Erhart for inviting me and challenging me to consider public service as a path towards both significance and reward. I’m going to say thank you to the members of this City Council with whom I have served in elected leadership. Those of you that are present here this evening. Also Councilmember Vicki Ernst and Mayor Tom Furlong. Each of you motivated me to look deeply into the issues that we tackled together. This taught me that the respectful expression of differing views on any issue will most often produce more constructive dialogue and a stronger and better outcomes. Next I want to say thank you to all the citizens who stepped forward to volunteer for commissions, for advisory boards, task forces, programs or celebrations. Your willingness to sacrifice your time for the greater good of this community is a perfect illustration that civic engagement is at the foundation of the character and the quality of life for which Chanhassen is best known. To City Manager Todd Gerhardt and Chelsea Handler and the entire city staff, employees, my thanks for your commitment and dedication to serving this community with professional excellence. From the department heads and administrative staff, public works to building department and so many, many more, as I observe your daily activities I see a willingness to do what is needed to find the best outcome for the community. To my wife Ruth and our family, I thank you for accepting that the choices and sacrifices which I made were your sacrifices as well. I offer a special thank you to my critics and to my supporters, both locally and from around the world. Your interaction with me over these 11 years, whether on the street, at City Hall, at your front door, or through email or phone conversations has taught me that every issue, every impact, every circumstance is unique for each of you. Now there’s one aspect of being mayor for which I am most grateful. I’ve had the privilege of publicly recognizing, appreciating and honoring many individuals in our community. Rotary Club Distinguished Service Award winners. District 112 Educators of the Year. Girl Scout Gold and Boy Scout Eagle achievers. Academic and athletic winners at both Minnetonka and Chanhassen schools. Retiring employees and firefighters and many more. It really has been pure joy for me to look for and find the good in all these people young and old alike. Four years ago when I took the oath to become your mayor I shared my thoughts about the goodness of this community. How goodness resides in our churches. In our schools. Our civic organizations. Veterans groups. In Chanhassen City Council – December 10, 2018 84 our neighborhoods and most importantly in our families. I also spoke about the character of the community. The quality of life that we all enjoy and how it shows up at the best of times and in times of our greatest need. I also talked about our vulnerability to the threat of a natural disaster or a widespread medical catastrophe and how a personal tragedy could affect a family, a neighborhood or an entire region. We have been reminded that we are not insulated from circumstances like those that we hear about elsewhere. We are not immune to acts of terrorism and violence or to the manifestation of greed or the lust for power that we see in other parts of the region. Unfortunately our tolerance for the subtle demonstrations of disrespect and the almost imperceptible erosions of the pillars of our character puts the strength of our community at risk. For I believe that our character strength is revealed through actions of integrity, civility, moral courage, respect, fairness, generosity and most importantly character is shown in how we treat others. So to the current and future council and to the citizens of Chanhassen here is my Christmas wish list. That each of you will seek wise counsel. That your opinions will be respected and valued by others. That you will be treated fairly by your fellow citizens. That you will seek first to understand and not to be understood. That you will seek first to be interested and not so much to be interesting. That you will seek first to encourage others and not to be affirmed by others. That you will seek solutions when agreement is out of reach. And that as a council your differences will refine you and not define you. And I hope that when you’re done that you can confidently say that you have found goodness, you have found joy, and fulfillment in your service just as I have. Thank you and Merry Christmas. May we have a motion to adjourn. May we have a motion to adjourn please? Councilman McDonald: Mr. Mayor before I do a motion to adjourn I did want to say something. I’ve known you now for 8 years plus the 2 years you were on the Planning Commission. It’s been a real honor to serve with you. It was really interesting on, when we were on City Council together with Mayor Furlong. It’s been very interesting with you as mayor on this council and I just wish you the best of luck going forward and basically I’ll see you around on the ballpark and with that I’ll make a motion to adjourn. Mayor Laufenburger: Is there a second? Councilwoman Tjornhom: Second. Councilman McDonald moved, Councilwoman Tjornhom seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The City Council meeting was adjourned at 10:38 p.m. Submitted by Todd Gerhardt City Manager Prepared by Nann Opheim CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Receive Park & Recreation Commission Minutes dated December 11, 2018 Section CONSENT AGENDA Item No: F.2. Prepared By Nann Opheim, City Recorder File No: PROPOSED MOTION “The City Council receives the Park & Recreation Commission minutes dated December 11, 2018.” Approval requires a Simple Majority Vote of members present. ATTACHMENTS: Park and Recreation Commission Summary Minutes dated December 11, 2018 Park and Recreation Commission Verbatim Minutes dated December 11, 2018 CHANHASSEN PARK AND RECREATION COMMISSION REGULAR MEETING SUMMARY MINUTES DECEMBER 11, 2018 Chairman Scharfenberg called the meeting to order at 6:30 p.m. MEMBERS PRESENT: Steve Scharfenberg, Cole Kelly, Rick Echternacht, Jim Boettcher, Meredith Petouvis, Joe Scanlon, and Grant Schaeferle. Karl Tsuchiya arrived late to the meeting. STAFF PRESENT: Todd Hoffman, Park and Rec Director; Jerry Ruegemer, Recreation Superintendent; Adam Beer, Park Superintendent; and Jodi Sarles, Rec Center Manager APPROVAL OF AGENDA: The agenda was approved with the revision to move item I(3) to the end of the agenda. PUBLIC ANNOUNCEMENTS: Jerry Ruegemer provided an update on ice skating rink openings. VISITOR PRESENTATIONS. None. APPROVAL OF MINUTES: Echternacht moved, Petouvis seconded to approve the verbatim and summary minutes of the Park and Recreation Commission meeting dated October 23, 2018 as presented. ESTABLISH 2019 PICNIC RESERVATION FEES. Jerry Ruegemer presented the staff report on this item. Chairman Scharfenberg asked about the last time fees were changed. Kelly moved, Echternacht seconded that the Park and Recreation Commission recommends that the City Council approve the 2019 picnic reservation fees at the same level as 2018. All voted in favor and the motion carried unanimously with a vote of 7 to 0. REPORTS: 2018 HALLOWEEN PARTY EVALUATION. Jerry Ruegemer provided an update on the 34th Annual Halloween Party held on Saturday, October 27th. Chairman Scharfenberg asked about the number of participants. PARK MAINTENANCE QUARTERLY UPDATE. Adam Beer presented the update for the Park Maintenance Department. Chairman Scharfenberg asked about Manchester Park and construction of park shelters. Park and Recreation Commission Summary – December 11, 2018 2 SENIOR CENTER QUARTERLY UPDATE. Todd Hoffman presented the update for senior center activities and programs. RECREATION CENTER QUARTERLY UPDATE. Jodi Sarles presented the update for programs being offered at the Recreation Center. 2018 TREE LIGHTING CEREMONY REVIEW. Jerry Ruegemer presented a review of the 2018 Tree Lighting ceremony held on Saturday, December 1st at City Center Park. 2018 YEAR END REVIEW POWER POINT. A power point slide presentation was presented at this point in the meeting showing accomplishments made during 2018. Chairman Scharfenberg asked about sponsorship of the summer concert series by Old National Bank. COMMISSION PRESENTATIONS. Chairman Scharfenberg asked for an update on items scheduled for the early part of 2019. ADMINISTRATIVE PACKET. Jerry Ruegemer provided an update on the resignation of Katie Matthews and the schedule for interviewing her replacement. Chairman Scharfenberg asked for an update on the February Festival plans. Echternacht moved, Kelly seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 8 to 0. The Park and Recreation Commission meeting was adjourned at 7:15 p.m. Submitted by Todd Hoffman Park and Rec Director Prepared by Nann Opheim CHANHASSEN PARK AND RECREATION COMMISSION REGULAR MEETING DECEMBER 11, 2018 Chairman Scharfenberg called the meeting to order at 6:30 p.m. MEMBERS PRESENT: Steve Scharfenberg, Cole Kelly, Rick Echternacht, Jim Boettcher, Meredith Petouvis, Joe Scanlon, and Grant Schaeferle. Karl Tsuchiya arrived late to the meeting. STAFF PRESENT: Todd Hoffman, Park and Rec Director; Jerry Ruegemer, Recreation Superintendent; Adam Beer, Park Superintendent; and Jodi Sarles, Rec Center Manager APPROVAL OF AGENDA: Scharfenberg: Do we have any changes or revisions to the agenda for tonight? Hoffman: Chair Scharfenberg we would like to move item 3, the year end review power point to the final item. Scharfenberg: Okay. With that any additional changes? PUBLIC ANNOUNCEMENTS: Scharfenberg: Any public announcements? Hoffman: Rinks? Ruegemer: Rinks are scheduled to open Friday night this week so we’re ahead of schedule here with Adam and crew. Been scheduling overnight so we’re tentatively scheduled right now to open up this coming Friday the 15th at 4:00 so we should be hopefully all set to go. We’re going to kind of keep an eye on the weather with the sun and a little bit of warm coming here so hopefully it won’t affect it too much but that is our scheduled at this point. Scharfenberg: And Jerry have we or will we be posting that on the website? Ruegemer: Yes we will be. Scharfenberg: Okay, alright. Hoffman: And we can satisfy the 20 people that call every day. Park and Recreation Commission – December 11, 2018 2 Echternacht: I did see people skating out there already. Ruegemer: Oh yeah. Hoffman: Yep. Ruegemer: People are anxious. VISITOR PRESENTATIONS. None. APPROVAL OF MINUTES: Echternacht moved, Petouvis seconded to approve the verbatim and summary minutes of the Park and Recreation Commission meeting dated October 23, 2018 as presented. ESTABLISH 2019 PICNIC RESERVATION FEES. Scharfenberg: Next up is new business and first on the agenda is establish 2019 picnic reservation fees. Jerry. Ruegemer: Thank you Chair Scharfenberg. Tonight we’ll take a look at the annual fee structure for the 2019 picnic reservation fees with last month’s cancellation of the agenda or the Park and Rec Commission we will take that action item up at tonight’s meeting. So annually the Park and Rec Commission does take a look at the reservation fees. We did look at the evaluations again in October I guess that probably was so I think the commissioners are aware of kind of what numbers and stuff we had and population numbers. Revenue. That sort of thing so right now what we’re trying to do is take a look to 2019 and with a picnic fees that we establish here for the upcoming season. The picnic fees are attached with the attachment with the document. Staff is recommending that we establish the 2019 rates at the same level as 2018. Staff did look at other surrounding areas with Eden Prairie, Chaska, Three Rivers, Carver Parks, and we’re all kind of in that same area. Some of the groups such as Eden Prairie kind of break that down, or Chaska breaks that down into 6 hour blocks so if you do a full day of that timeframe we’re kind of right in that ballpark of Chaska, Eden Prairie. A lot of the locations don’t have the capacity that we do at the Klingelhutz Pavilion so we do get larger groups out there as well so it’s really, I think we’re about in the same area as they are for picnic fees and that sort of thing. I want to try to keep it competitive that we can accommodate our requests for that so it is recommended that the Park and Rec Commission recommend to the City Council that we establish a 2019 group picnic reservation fees at the same level as 2018. The Park and Recreation Commission recommendation will be forwarded to the City Council for approval at their January 14th meeting. Scharfenberg: Thank you Jerry. Any discussion? Jerry when was the last time that we did anything in terms of any revisions or changes to the fee structure? Park and Recreation Commission – December 11, 2018 3 Ruegemer: Most recent change was adding the large group fee and we did that 2 years ago with that and that’s been helpful to help offset costs with larger groups. We kind of were seen to be the landing kind of pad for you know some of the bigger corporations around Eden Prairie and if we can accommodate even 1,000 people sometimes you would have even more but when we get to those kind of 400 or 500 person picnics parking becomes kind of an issue with other park user amenities and that sort of thing here too so, so the large group was probably about a couple years ago for the fee structure but by and large the fees have stayed the same for probably at least 5 years. Scharfenberg: Anybody else have any other questions? If not can I, we’ll entertain a motion. Kelly: I’ll make a motion the Park and Rec Commission recommends that the City Council approve the 2019 picnic reservation fees for group picnics. Scharfenberg: We have a motion from Commissioner Kelly. Do we have a second? Echternacht: I’ll second it. Scharfenberg: We have a second from Commissioner Echternacht. Kelly moved, Echternacht seconded that the Park and Recreation Commission recommends that the City Council approve the 2019 picnic reservation fees at the same level as 2018. All voted in favor and the motion carried unanimously with a vote of 7 to 0. REPORTS: 2018 HALLOWEEN PARTY EVALUATION. Scharfenberg: First of all is the 2018 Halloween Party evaluation and I’m assuming Jerry you’re going to take that. Ruegemer: I will, thanks again Chair Scharfenberg. We did go through our 34th annual Halloween Party Saturday, October 27th. It does seem like a while ago so I won’t go through everything specifically item by item so you know just some of the highlights. You know we had a pretty nice night again out there. It certainly is nice to have the hayrides outside and I think people enjoyed the events that are there with the different carnival games inside the gyms and the entertainment, that sort of thing here too so looked like we had a decent amount of people that were there and I think really a fun time was had by all thanks to commissioners that attended and/or helped work with the event so we appreciate everybody being there and supporting our event so. Anybody have any questions? Scharfenberg: Jerry are the number of participants, the 321 is that a pretty steady figure from what we’ve had in the past? Park and Recreation Commission – December 11, 2018 4 Ruegemer: It is. It’s probably give or take 50 probably in that range so yeah it’s pretty consistent with that number. There is a lot of other Halloween parties. Even Market Square does their event that day up there so we seem to be kind of settling in on that number. Hoffman: That’s paid children and then there are additional adults there. Ruegemer: So that number is probably closer with everybody probably 600 to 700 people with grandparents and parents. Scharfenberg: Alright. PARK MAINTENANCE QUARTERLY UPDATE. Scharfenberg: Next up on the agenda, park maintenance quarterly report. Adam. Beer: Thank you Chair Scharfenberg and commissioners. So we’ve officially transitioned into the winter mode. We’ve had favorable conditions the last week and a half to make ice so staff has been working throughout the days. Some afternoons if we get cloudy days and overnights for the last week. Since last Monday we started so we’ve got pretty good base down which is going to allow us to open up this Friday which is a little earlier than a few years past so it’s mainly what we’ve been working on kind of around the clock so we’ve, like I said officially kind of transitioned into a different season. All of our paddleboats are in for maintenance. Our irrigation systems have been shut down. All of our small equipment is now moved in so we’re kind of trying to tackle some maintenance when we can. So the name of the game right now is just kind of clearing snow and making ice so we’ll be doing that for at least the next few weeks and trying to establish a good base to kind of carry us through the season so. A couple staffing updates. I’d just like to let you guys know we’ve hired 2 new staff members. Jason Koehnen and JJ Wall. Jason comes from a 20 year background in construction so he’s kind of been filling a void in that area. It’s kind of his expertise and he’s fit into the group quite well. JJ Wall is a local Chan guy who, he’s maybe 2 years out of college so he’s pretty familiar with the area. He was a former seasonal employee so just want you guys to be aware of that and they’re doing great and we welcome them aboard so I think maybe in the next couple meetings I might invite a couple of the guys to come and introduce themselves to you as a commission so that’s basically it for us. We’re just making ice and keeping things clear so. Scharfenberg: Any questions for Adam? Hoffman: Why don’t you touch on the retirements and the promotions. I’m not sure if they’ve been tracking your retirements and promotions as well. Beer: Yep so Jim Theis was our most recent retiree and Dean Schmeig our Park Foreman of 35 years. I think I might have touched on it a little bit but we officially offered the position of Park Park and Recreation Commission – December 11, 2018 5 Foreman to Gary Berg. He’s been with us for about 4 years so he’s transitioned into that role for probably the last month and he’s kind of hit the ground running and he’s already streamlined a few operations and just daily scheduling things and he’s doing a great job. Staff responded well to the transition and I think he fits in well with the rest of the administration staff and working with Jodi’s group and senior center so it’s a familiar face and he knows the operation quite well so it’s been a seamless transition for himself. Hoffman: Gary and his wife and Marshal transplants. She works with the Minnesota Twins. They have two young daughters and they recently moved to get closer to town so he could be closer to the operations. They moved from. Beer: Plymouth. Hoffman: Plymouth to Waconia yeah. Scharfenberg: Adam with respect to Manchester Park, did everything get finished there at the end of the year and is there anything that needs to be done up there in the spring? Beer: No it all, it all, we finished perfectly. Trees have been planted. Sod’s on the ground so I mean we’re going to have to kind of be mindful of turf conditions in the spring so we’ll kind of baby things along a little bit more than we would anywhere else but no everything’s in. It’s open. It was open for use for a few weeks. Checked in a few times and saw you know a number of different residents rave reviews. Everybody seems very happy and it’s a great addition so far so. Kind of caught the tail end of the season but we wrapped, we were able to wrap everything up. Scharfenberg: Okay. And any issues with the three shelters that went up this year? Everything, cement, everything’s fine? Beer: Perfect. Scharfenberg: Okay. Beer: So we were able to, so the two of the sites that we put the shelters in this last year are going to be two of the sites that we move forward with with the park replacement plan in 2019 so we’re going to be able to kind of close the gap and put in a new play structure and playground border and so everything will be brand new at the end of 2019 so looking forward to that. Scharfenberg: So we are going forward with those park replacements? Hoffman: Yep just approved park replacement program was approved as a part of last evening’s budget approval by the City Council. Park and Recreation Commission – December 11, 2018 6 Scharfenberg: Okay. So that’s Sunset Ridge and what was the other one? Hoffman: Prairie Knoll and then Herman Field. Yep Herman Field, three of them next year. Beer: So Herman Field we in 2018, 17 excuse me we put in the shelter and the new border so at this point we’re just going to be installing the structure there where the other two sites we’re going to have more of the full reconstruct so I’ll be coming back to this group probably we’re going to get together maybe at the Rec Center and try to involve some of the residents to do some playground design and then keep you guys involved in that as well so. Hoffman: Adam will invite you to all those neighborhood meetings where the neighbors come in and take a look at the plans and select one but then they’ll come here for your approval and recommendation to the City Council. Neighbors could come in at that time as well so if you want to preview those plans and we’re going to start that process early in the quarter of 2019. We want, those playgrounds are the oldest ones. We want those out and refreshed. The sites are pretty well established with the new shelters ready to go and boy they’re going to look great for the rest of the summer if we can get them removed and replaced so he’s already been in contact with our landscape architects that we need to get engaged in playground. People already know that these bids are coming so that will be a competitive process where neighbors will meet and gather. Review the plans we get. Three or four playground plans. Select one. Make that recommendation to the park board. You’ll review that and make that recommendation to the City Council. And that really just gets the neighbors, you know these neighbors have turned over. There’s probably some new people there that weren’t involved the first time around. It gets them involved and really builds that again that ownership back in their neighborhood park. Scharfenberg: Okay, thank you Adam. Beer: Yeah. SENIOR CENTER QUARTERLY UPDATE. Scharfenberg: Next we’re at senior center quarterly update. Todd do you want to handle that? Hoffman: I’d be glad to yeah. Scharfenberg: Okay. Hoffman: So some of you, have all of you met Mary? She was here I think one time. Gave a nice report and here’s what I can tell you, when Mary had her 6 month probationary review and her first 2018 review and you know Sue’s presence was just so dominant for so long and I think Mary always really a challenged to understand. You were there for Sue’s retirement party. All these accolades landed on this person and then you have to come in and take over but when I spoke in my review, what I can you is just in 6 months it’s almost Mary’s senior center now. Park and Recreation Commission – December 11, 2018 7 She has done such a fabulous job picking up where Sue left off and being so gracious to the customers and our visitors to the senior center. They really appreciate what she does. How she brings the senior center along. And then if you’ve noticed she’s reinitiated this article in the Villager and so they’re posting her article in the Villager often with her picture I think each time with her picture so people can get to know who Mary Blazanin is. And then also they’re posting that online and so that continues to capture new people. Younger senior citizens. Newly arrived senior citizens to our community that are engaged in the senior center. So really pleased to announce that she has just taken over where Sue left off and interestingly enough there was a program this week, the Ladies Tea Luncheon which is very popular. There was an apron collector and model that was there to model all these aprons that the ladies modeled and who came because she just needs more things to do? Sue Bill signed up for the program so we were happy to have Sue back at the senior center. I encourage all of you, anytime you see, we’ll try to get you the copy of the senior newsletter. If you want to come and participate, visit, they’re really fun people to be, participate with and spend some time with. Sue’s, or excuse me Mary’s always looking for just volunteers to help serve coffee or even just to mix and mingle. Seniors are often you know a little more sheltered at home socially and so when they come to the senior center to see other people in their community they’d be interested in meeting park board members as well so we can’t send Jerry. He’s very popular with the seniors but we can’t send him to every program. So again for those of you that didn’t hear Mary was called away for a funeral in South Dakota. She’ll be back with us in the next quarter. Thank you. Scharfenberg: Thanks Todd. RECREATION CENTER QUARTERLY UPDATE. Scharfenberg: Jodi. Sarles: Thank you Chair Scharfenberg, greetings from the Rec Center. Busy night over there. I cover the desk a little bit longer on Tuesday nights for my regular front desk employee on Tuesdays as helping out as we’ve got a dance instructor that’s been ill for a while so, so a little bit of time management here tonight. Thank you for letting me coming in a little bit late. Our winter session of dance has begun. So far we have 80 students registered to date. We’re offering about 24 classes. We’ve got a lot of late registrations you can probably see from the numbers being a little low there so still working on getting them all in for the winter session. They’re working their way to the winter showcase will happen in February so it’s actually the same day as Feb Fest so kind of dual duty that day. Let’s see Rec Center Sports, that’s another popular program. We’re offering all sorts of different sessions for the little ones. Tonight they’re finishing their Super Heroes in Training so all these little guys and girls running around with masks and capes on and having a good time going through obstacle courses and tumbling and all of that. So far this fall since we’ve last seen each other 166 kids have taken part of various sessions of the Small Fry’s Sports program. That has actually been more popular right now than our Lil Star Sports which is for the little bit older kids. That’s 5 and 6 year olds. We’re just finishing up tonight they do track and field for the last night and before the winter break and so Park and Recreation Commission – December 11, 2018 8 for the fall, early winter we’re at about 98 kids that have participated in Lil Star programs. I always have a couple fun events in the fall and that’s the Artisan Fair and the Holiday Boutique. Artisan Fair was down a little bit this year but we actually had a really, really nice set up and so everybody, when you came in you had to visit every vendor and like it or not we had them wandering through so you kind of were stuck in that maze but it did bring a lot of people into the Rec Center. I’d say 350 people that day for a day of local shopping and then a couple weekends ago we did the Holiday Boutique and so that one is a little more popular because you don’t have to just be a home, you know somebody that makes crafts in their own home. You can also have commercial items as well so we have a variety of things. We had a balloon sculpture maker. We had plenty of jewelry. And the new thing is you know making things from repurposing wool so we had a lot of mittens, scarves and those sorts of things so it’s kind of neat to see all the different items that the people create for the events. As you move into some adult activities our Fit for Life, in the 4 sessions this year we’ve had 48 registrants for all of those sessions. Each session is 22 dates in it and so we also had then 472 drop in’s so a lot of them, the snow birds don’t sign up for the whole session but they’ll come to most of the classes and just pay the drop in fee. Super popular program. Very social. Even my mom is taking it now so I twisted her arm to come in and start participating so very fun. Very good instructor and wide variety of abilities that she works with and it’s great so. Another program sometimes people forget but we do offer personal training. Trainers. We have 2 trainers that really are consistently training and they’ve done about 163 one hour sessions for this year so a great program. A great value for people if you’re looking for a different gift idea or anything like that, you know a 3 pack I believe is $130 so that’s pretty low compared to if you were to get training at Lifetime or other studios around town so, excuse me. Just left and they were out, we had a gentle flow yoga class going on so for each session we have a gentle flow and a Vinyasa flow. Gentle flow is a one hour class. Vinyasa is 75 minutes. Little more aggressive. I wouldn’t say aggressive yoga but a little higher level yoga. But they, there are 17 participating in those programs. Tuesday nights and it’s always interesting to do yoga at the Rec Center. It’s not always the most peaceful location with kids running in and out and dance classes down the hall and all those things but people really do enjoy it and enjoy the instructor we have so. And then as we always talk about pickleball so we’re back inside and trying to find daily times for people to come in and play. Balance that with the people who want to come in and play basketball and anything else and the kids, the tot times and everything like that so we always have at least one session of pickleball a day so it just depends on if it fits your schedule. We have another, I think our third annual tri city pickleball tournament coming up here in January so that’s with Chaska and Victoria. We host that at Victoria because they have 6 indoor courts so people like that so we can get more, more people out there and more, we can have it ranked a little bit more like they like so. And then just a few things that are coming up. Promotional events so we’ve got our Cherry Yoga class starting with Mary and we found an instructor and we’re going to offer a free trial class on Friday, December 28th. Kind of a different program to see if we’ve got enough interest to continue that on but it is very popular in other communities so we thought we’d try to bring that here. Our punch card sale is going on. You get a free 10 punch card when you get a 40 punch so it’s $27.50 to $32.50 value depending on which range you fit in our scale here so, and then finally we talked about it but the Dance for Fun showcase is February 2nd. Anybody have any questions? Park and Recreation Commission – December 11, 2018 9 Scharfenberg: Questions for Jodi? No, thank you Jodi. Sarles: Thank you. 2018 TREE LIGHTING CEREMONY REVIEW. Scharfenberg: Okay next up on the agenda 2018 tree lighting ceremony review. Jerry. Ruegemer: Thanks again Chair Scharfenberg. This was, this annual event was held on Saturday, December 1st at 5:00 to 6:00 right outside our doors here at City Center Park. Mayor Laufenburger and family members of the Chan Fire Department did flip the ceremonial switch illuminating the park itself so Adam and crew did a great job. It does look beautiful out there and I think everybody there had a great time that night. I know we had a little bit of weather that afternoon and early evening and so like it hit all of a sudden but I think it really added to the kind of the ambience and. Hoffman: It was a Hallmark card moment. That’s what everybody said about it. Ruegemer: Yeah just looked like everybody there was having a great time. Sorry I apologize I couldn’t attend that night but it’s like plenty of people did but so and had a great time. Heard lots of positive comments both in person and also on our Facebook page that I think people really enjoy just coming through downtown and seeing the lights and the park all lit up. It really kind of gives it really a special feeling that Chanhassen is a really cool place to be so and you can see from comments on our Facebook page from Florida or California I think people really miss being here for that event so thanks to Adam and staff. Todd, Jodi, couldn’t have done it without all of you so just a lot of hands making everything work here so we appreciate that and had a lot of groups Buy Chanhassen. Vernelle Clayton does a great job assembling all the treats and all the donations from Byerly’s and KleinBank/Old National Bank and Americana and Mark Halla and Halla, and they do a great job with supplying our friend from up north, Mr. Santa Claus and that so it’s really a great fun event. Really to kind of kick off the holiday season in Chan to make it really a special place so kind of a breakdown of the revenue and expense of, there’s some expense obviously to it but people do have a great time with that being part of that environment and atmosphere. Scharfenberg: Any comments for Jerry? 2018 YEAR END REVIEW POWER POINT. Ruegemer: Thanks again Chair Scharfenberg, this really was an effort really between all staff members. We really thought it’d be really a fun way to kind of take a snapshot of 2018 really from kind of start to finish and of kind of what we’ve accomplished in really a fun format. We hope that you enjoy it so thanks to all the staff members who, well basically all the staff Park and Recreation Commission – December 11, 2018 10 members here and beyond who participated in putting this together. Supplying pictures and all that kind of stuff so we hope you enjoy it. We had fun putting it all together so I will get that all set up. Hoffman: About 25 minutes about right? Ruegemer: Yeah exactly we tried to pare it down. Kelly: Do we get popcorn? Hoffman: I bet 5 or less. Ruegemer: It will be about five ish. A power point slide presentation was presented at this point in the meeting. Scharfenberg: So Jerry seeing that I had a couple things, or at least one thing that popped up with respect to KleinBank and the KleinBank music series. Have we, what’s going to be the status of that going forward? Are we going to need to find a new sponsor or have we approached, are we going to plan on approaching the new owners to see if they want to continue that on? Ruegemer: Chair Scharfenberg I’m pleased to announce that we have all that worked out at this point. Scharfenberg: Okay. Ruegemer: I’ve been working with Gretchen Holmgren the branch manager over there for a number of months and completed like a 7 page application within the last 2 weeks and we have been approved for $3,000. $500 more than previous years for the 2019 season so it will be the Old National Summer Concert Series now versus KleinBank but it is all set to go. We’ve been approved and we’ll get that on a council agenda this spring to accept the donation but just letting you know that we’re all locked and loaded. Scharfenberg: Excellent, good job. Yeah that’s wonderful. Hoffman: They really enjoy it and they just love the connection across the street from the bank so it’s good advertising for Old National Bank. Old National…picked up their commercial advertising since they arrived in town so it will be now on our TV sets showing us who they are and seem to be very receptive to working with the City so that’s great. Ruegemer: Yeah they were very thrilled with continuing that relationship so they were completely on board from day one so it was an easy sell. Park and Recreation Commission – December 11, 2018 11 Hoffman: It’s going to be the same people. Ruegemer: Yep. We’ll just have to change our advertising and logos. We’ve already got new logos and stuff like that so we’re already getting started on that. Scharfenberg: And Todd for our next meeting in January just kind of a heads up. Is there anything you anticipate that will be on our agenda for January? Hoffman: So you should anticipate seeing the Lennar preliminary plat for the Galpin property. And so they were in at a concept level with the City Council the first part of December and they, since last meeting with the City Council they met with a variety of neighbors one on one and in small groups. They also had a neighborhood meeting at the Recreation Center one evening just at the end of November and so they’ve made a variety of changes which not only made some things better for the adjoining neighbors but also made the parkland and the park dedication even better than it was in the first edition. Primarily on the north side. On the north side there’s a cul- de-sac now and then there’s a large ravine area that was going to be carved into a road to try to make the corner to go back up to the north and that’s all been eliminated and that’s going to be park dedication in addition to the other area. It will also facilitate some trail networks to both of those roads. Now the neighborhoods on the north will be separated. One you’ll come in off of Galpin. The other you’ll come in off of Lake Lucy and so now you’ll be cul-de-saced or dead end and both those neighborhoods will have to get into the park system so there’ll be two trail connections that will meet and then come down through that newly dedicated park space. That was going to be a road area before so they’ve done that and they’ve taken some lots out. They’re leaving trees that are on that north side. If you’re familiar with that area it’s heavily wooded and instead of tearing all the trees down and building a retaining wall both on the north side and the south side of that area they’re going to do just one retaining wall on the bottom side and they’ve removed 5 or 6, 7 lots in that area and the 2 lots that will remain on the north side of the road are going to be very large. There’s going to be a house on the east and west and then those lots are going to run back probably for 1,000 or 1,500 feet each and then they’ll contain all the trees that will then buffer the neighborhood. So that’s been the change to the north. I think the lot count is down to 191 in the overall plan and so it will be quite a report that you’ll see in January. It will include a preliminary plat. All the conditions of approval regarding parks and trails. Hi Karl. Tsuchiya: Hello. Hoffman: All the conditions of approval relating to parks, trails, parkland dedication, trail construction on their plat and then the best way to kind of think about it in your head is, anything that’s associated with their area where they’re going to put houses, they’re going to have to do the other public improvements. Sidewalks. Trails. Streets and so but you have to describe those as a park commission what do you want them to see. What do we want to see happen so inbetween now and January staff has engaged Hoisington-Koegler Group, a consulting firm that has a long history with the city and also has a long history with this particular project and they Park and Recreation Commission – December 11, 2018 12 will assist staff due to the complexities and the size and the importance of this project. We’re going to be meeting with them to make sure we go over and we don’t miss anything as a part of the conditions of approval for your January meeting. And obviously conditions of approval will also include the park dedication which in total is about 50 acres of upland, 44 acres of wetland and 7,000 feet of shoreline that would be preserved on both Lake Ann and Lake Lucy. And that is at least in staff’s presentation and their initial agreement will be all in return for a density transfer of taking the homes that you could put in the 50 acres and moving them to the west over to the other property. So they have indicated that they will likely also be sending a letter to the commission asking for some cash in addition to that density transfer. My response is that I would not recommend that you accept that presentation but they may be sending that request as well. So that will all be coming up in January. You can expect, you may have a handful of people. You may have a full house for a meeting like that. It will be going to the Planning Commission the week before and so staff’s recommendation on condition of approval will be actually in the commission, the Planning Commission packet. It won’t be approved but it will be in the packet before you see it the next week and then you will be acting on it at that time. And then any changes or modifications you make to that conditions of approval would then be finalized and put in the council’s packet when they see it probably in February or March. Preliminary plat gives standing to what they’re planning on doing. Then they go back and finalize all their engineering. They don’t do you know detailed engineering at the preliminary plat level but once they get, if they receive preliminary plat then they’ll go back to do detailed engineering. Wetland studies. All those type of conditions and work and then they’ll come back for the final plat at some time later that spring. So that’s exciting. You know it happened, it kind of rolled in last year. There was a lot of back and forth between council, commissions, the public, the developer and so it’s good to see that they’re back in for city review. It’s without a doubt the biggest opportunity in parks in the 50 year history of Chanhassen and if you study the metro area, the State of Minnesota you’d be hard pressed to find a better deal I think on parkland dedication for somebody to turn over 94 acres. It’s likely value is easily well north of $10 million dollars and so if that park dedication comes to the city of Chanhassen, you know the cash value exceeds $10 million dollars. It could be even closer to 20 because of the shoreline conditions that you’re taking a look at there so it’s a significant proposal and I think a really important meeting will start your year in January. Scharfenberg: Alright, thanks Todd. Anybody else have anything else that they want to cover? Hoffman: Anymore questions on Lennar? Scharfenberg: No. Hoffman: Jerry wanted to talk, I think most of you heard about Katie but he’ll give you a little update that Katie has departed but we are hiring somebody new. Ruegemer: So just to give the commission an update. Katie did submit her resignation effective November 28th. We advertised her position. We received 53 applications for that. Chelsea Park and Recreation Commission – December 11, 2018 13 Petersen, Assistant City Manager and myself had narrowed that list from 53 down to 8. We started interviews today so we had 3 interviews today and 5 on Thursday. Second rounds are scheduled for next Wednesday the 19th so we hope to have an offer on the table prior to the first of the year and get somebody in working roughly about the second week in January is our ideal plan, if that all works out so just want to give everybody an update as to kind of where we’re at right now so staff is basically, we’re just trying to get rinks open and Feb Fest and sponsorships secured so all that is moving forward and hopefully we won’t skip a beat and the new person will be busy when they start the first couple weeks in January so just wanted to keep the commission up to date as to kind of what’s going on with that and does anybody have any questions? Okay, thank you. Scharfenberg: And Feb Fest is the 2nd? Ruegemer: Yes. Yep. Of February yep. First Saturday in February. Scharfenberg: Okay. And anything new or different this year for plans for Feb Fest? Ruegemer: Yeah we’re trying to add some different, potentially some dog sled rides. I struck out on somebody today but we’ll continue to look for a vendor for that so yep. Scharfenberg: Is Chick-fil-A going to do something again this year Jerry? Ruegemer: You know in talking with the Rotary I’m not sure that we need to kind of finalize the plans on that. Chick-fil-A was involved with the field goal kick and that sort of thing last year but no. I think they had some preliminary conversations with the Culver’s group again to provide that service at Feb Fest. Hoffman: And online registration. Going to beef up some pre-registration. We sell so many tickets the day of that it becomes cumbersome. If we could sell at lest 25 percent online that would take some of the pressure off the day of. Ruegemer: Yeah so we’re going to come up with hopefully a fun program for that. We’re going to try to give a little incentive for registering online with a nice significant prize for that so really try to encourage people to go that direction and if you register online your name will be put into kind of a special drawing for, you know we’re going to come up with a pretty nice prize for that to really try to drive that towards that direction. As Todd said to kind of free up some of that on the ice the day of. We’ll still have a fair amount of that as well but if we can increase that path a little bit I think we’re hopefully going in the right direction on that. Hoffman: The overall goal of the Feb Fest is to create more of a festival atmosphere so it’s people just don’t think it’s a fishing contest. That you know it’s a festival. The fishing contest is going on but we’ve seen more and more people just walk down and walk around and they’re serious about what’s happening. Especially if it’s a nice day just to good to get out and see your Park and Recreation Commission – December 11, 2018 14 neighbors and other community members and so that’s the overall goal is to create more of a festival atmosphere where there’s other activities. The ice skating is very popular. There’s some other things going on over the years so, and we’ll continue to encourage that. You know the fishing is about 800 to 1,000 tickets typically but then as long as you’re going to the effort you might as well…if you could double that crowd it’d be great. Scharfenberg: Excellent. Alright with that I just want to make a comment with respect to the end of the year that I appreciate everybody’s efforts this year, both staff for all the wonderful work that they’ve done and that they do on a daily basis for the city. I think we had some really wonderful events this year with Feb Fest and the 4th of July and some of the other things that Fox Woods and the other things that went on this year so again thank you to staff and we’ve got some new people on board and so that’s always fun and also thank you to the commission for all of their hard work and dedication to the meetings that we have and assisting staff with the various events so with that I’ll entertain a motion for adjournment. Echternacht moved, Kelly seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 8 to 0. The Park and Recreation Commission meeting was adjourned at 7:15 p.m. Submitted by Todd Hoffman Park and Rec Director Prepared by Nann Opheim CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Resolution 201901 Approve Agreement with Hennepin County for Aerial/Pictometry Service Section CONSENT AGENDA Item No: F.3. Prepared By Sara Flagstad, Engineering Support Specialist File No: PW388c PROPOSED MOTION “The City Council authorizes the City Manager to enter into an agreement with Hennepin County for Pictometry & Sanborn Imagery Services.” Approval requires a Simple Majority Vote of members present. BACKGROUND Hennepin County has acquired new aerial imagery and analysis tools from Sanborn Map Company. The county is offering this updated imagery/tools and historical aerial imagery (2006, 2008, 2011, and 2015) free of charge and without the need for software administration. As a portion of Chanhassen lies within Hennepin County and the imagery will include a quartermile buffer outside of the county, this would provide a free additional aerial resource for these areas within Chanhassen. Access to these analysis tools and aerial imagery requires that the city agree to the attached contract. Per request by Hennepin County, the signed contract should be accompanied by a resolution confirming the signatory's delegation of authority. The City Attorney has reviewed the agreement and finds it acceptable. ATTACHMENTS: Agreement Hennepin County Letter Resolution - 1 - HENNEPIN COUNTY USER AGREEMENT This Hennepin County User Agreement (“HCUA”) is between Hennepin County, State of Minnesota, (“COUNTY”) and ________________________, (“USER”). WITNESSETH: WHEREAS, COUNTY and Pictometry International Corporation (“Picto metry”) executed the AGREEMENT FOR THE PURCHASE OF A DIGITAL ORTHO AND OBLIQUE AERIAL PHOTOGRAPH AND INFORMATION SYSTEM LICENSE, as amended, for the licensing of oblique images and related systems (the “Pictometry Agreement”); WHEREAS, COUNTY and The Sanborn Map Company, Inc. (“Sanborn”) executed the AGREEMENT FOR THE PURCHASE OF A DIGITAL ORTHO AND OBLIQUE AERIAL PHOTOGRAPH AND INFORMATION SYSTEM LICENSE, as amended, for the licensing of oblique images and related systems (the “Sanborn Agreement”); WHEREAS, Pictometry’s hosted software system and Sanborn’s hosted software system (collectively the “System”) collects, organizes, stores, displays and allows access to a collection of oblique images, metadata, data layers, models, reports and other geographic or structural visualizations or embodiments (collectively “Delivered Content”); WHEREAS, by the terms of the Pictometry Agreement, Pictometry granted COUNTY the right to allow duly authorized political units or subdivisions located totally or substantially within the boundaries of Hennepin County, including cities or townships, to access the System and Pictometry Delivered Content. WHEREAS, by the terms of the Sanborn Agreement, Sanborn granted COUNTY the right to allow duly authorized political units or subdivisions located totally or substantially within the boundaries of Hennepin County, including cities or townships, to access the System and Sanborn Delivered Content. NOW, THEREFORE, in consideration of the mutual undertakings and agreements set forth herein, COUNTY and USER agree as follows: 1. Term. This Agreement shall commence upon September 1, 2018 and shall continue for one (1) year unless terminated earlier in accordance with the provisions of this Agreement. Unless COUNTY otherwise notifies USER within thirty (30) days prior to the expiration of a term of this Agreement, this Agreement shall then - 2 - automatically renew for another two (2) year term. However, in no event shall this Agreement continue beyond August 31, 2021. 2. Licenses. Subject to the provisions herein, COUNTY grants USER a limited, revocable, non-exclusive, royalty-free license to access and use the System and Delivered Content exclusively for the performance of USER’s public responsibilities. The rights granted in this paragraph may be referred to as the “License”. For clarification and not limitation, the License permits access or use by USER’s employees and contracted personnel performing USER’s public responsibilities (said employees or contracted personnel may be referr ed to as “Eligible Personnel” and, as applicable throughout this HCUA, the term “USER” shall include and apply to Eligible Personnel). USER is solely responsible for implementing the technology necessary to access the System, to retrieve Delivered Content and to use, control and safeguard the Delivered Content pursuant to the obligations set forth herein. Except as expressly set forth herein, USER shall acquire no right, title or interest in or to the System or Delivered Content. USER shall strictly comply with the following: (i) USER shall access the System and access, use, control and safeguard Delivered Content in compliance with the terms of this HCUA; (ii) USER shall only access the System and Delivered content by and through a computer workstation or server (i) that is owned or leased by USER; (ii) that is under the exclusive control of USER; and (iii) that is exclusively available for use by USER (an “Authorized System”); (iii) USER shall not share or distribute System authentication information, usernames or passwords (“Authentication”) with any unauthorized third-party; (iv) USER shall secure and safeguard the System, Authentication and Delivered Content in USER’s possession or control in the same manner that USER secures and safeguards its own critical or confidential systems, software, data, passwords or other information. If there is a conflict between USER’s security requirements and COUNTY’s security requirements, COUNTY’s security requirements shall prevail; - 3 - (v) USER shall not access the Delivered Content by any means other than the System including but not limited to scraping, robots, wanderers, crawlers, spiders, etc (as those terms are commonly used and understood in the information technology industry); (vi) USER shall be solely responsible for accessing, using and otherwise supporting the System including but not limited to paying all costs, expenses and communication charges associated with the same; (vii) USER shall use, control and safeguard the Delivered Content in compliance with the terms of this HCUA and with applicable law including but not limited to the Minnesota Government Data Practices Act, Minnesota Statutes, chapter 13; (viii) Except as expressly provided herein, USER shall not use, disclose, sell, market, distribute or otherwise make available the Delivered Content during the term of this HCUA or at any time thereafter except as required by law or with COUNTY’s express written consent; (ix) USER shall not allow third-party access to Delivered Content except as follows: (a) USER may provide Delivered Content to individual members of the public requesting access to data pursuant to the Minnesota Government Data Practices Act subject to the following: (1) USER may permit inspection of Delivered Content on Authorized Systems; (2) USER may provide paper copies of Delivered Content; and (3) USER may provide .pdf or .jpg images of Delivered Content provided that USER may not assemble more than three (3) contiguous images into a single image. (b) USER may provide Delivered Content to an entity performing services for USER (said entity, including but not limited to the entity’s employees or contracted personnel, may be referred to as “Project Participant(s)”) subject to the following: (1) Access and use of the Delivered Content by Project Participants shall be solely for the purpose of performance of tasks or preparation of materials for USER; - 4 - (2) Project Participants shall be identified in writing to Pictometry and Sanborn, respectively, prior to being granted access to the Delivered Content; (3) Unless Pictometry and/or Sanborn expressly waives such requirement, Project Participants shall enter a written agreement with Pictometry and/or Sanborn authorizing such access; (4) Project Participants shall access and use Delivered Content under USER’s supervision; (5) USER may provide paper copies of Delivered Content to Project Participants; and (6) USER may provide static images of Delivered Content to Project Participants provided that the static image does not include any metadata. Unless expressly authorized by the provisions herein, all other third - party access to Delivered Content is prohibited; (x) USER shall not remove, delete, alter or otherwise modify any copyright messages on or associated with the System or Del ivered Content, including but not limited to copyright notices from COUNTY or Pictometry or Sanborn. 3. Disclaimers and Limitations of Liability. COUNTY, BY AND THROUGH PICTOMETRY AND/OR SANBORN, IS PROVIDING THE SYSTEM AND DELIVERED CONTENT ON AN AS-IS BASIS WITH NO SUPPORT WHATSOEVER. THERE IS NO WARRANTY OF MERCHANTABILITY, NO WARRANTY OF FITNESS FOR PARTICULAR USE, NO WARRANTY OF NON- INFRINGEMENT, NO WARRANTY REGARDING THE USE OF THE INFORMATION OR THE RESULTS THEREOF AND NO OTHER WARRANTY OF ANY KIND, EXPRESS OR IMPLIED. WITHOUT LIMITING THE FOREGOING, COUNTY DOES NOT WARRANT THE PERFORMANCE OF THE SYSTEM OR RELATED AND NECESSARY COMMUNICATIONS OR CONNECTIONS TO THE SYSTEM, THAT THE SYSTEM WILL BE UNINTERRUPTED OR ERROR FREE, THAT DEFECTS WILL BE CORRECTED, OR THAT THE SYSTEM IS FREE OF HARMFUL CODE. USER fully understands and agrees that (i) the System is subject to errors, omissions, delays or interruptions; and (ii) COUNTY, by and through Pictometry and/or Sanborn, may modify or change the System in a manner that may impact or restrict USER’s access. In any such event, the COUNTY will not be liable for the cost of such changes, damages or other liability which may be sustained by USER. - 5 - WITHOUT LIMITING THE FOREGOING, COUNTY DOES NOT WARRANT THE ACCURACY, COMPLETENESS OR TIMELINESS OF THE DELIVERED CONTENT NOR DOES COUNTY WARRANT THAT DEFECTS IN THE SAME WILL BE CORRECTED. USER fully understands and agrees that (i) the Delivered Content is provided by third-parties, including but not limited to Pictometry and/or Sanborn; and (ii) COUNTY does not directly control and is not responsible for the Delivered Content. USER fully understands and agrees that the Delivered Content is subject to errors, omissions, delay or interruptions, including but not limited to (i) delays, errors or omissions in the receipt of the Delivered Content , (ii) changes, adjustments, corrections or modifications of the Delivered Content and (iii) that COUNTY may make modifications, changes and/o r adjustments to the Delivered Content at any time and without notice to USER. At the point of initial contact with any Delivered Content provided to the public, USER shall include the disclaimer set forth in the preceding three paragraphs, in the same or substantially similar format with necessary adjustments for accuracy and applicability, including but not limited to defining “Delivered Content”. IN NO EVENT SHALL COUNTY BE LIABLE FOR ACTUAL, DIRECT, INDIRECT, SPECIAL, INCIDENTAL, CONSEQUENTIAL DAMAGES OR LOSS OF PROFIT, LOSS OF BUSINESS OR ANY OTHER FINANCIAL LOSS OR ANY OTHER DAMAGES EVEN IF THE COUNTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. COUNTY’S SOLE LIABILITY AND USER’S SOLE AND EXCLUSIVE REMEDY FOR ANY DAMAGES RELATED TO THIS HCUA OR FOR ANY BREACH OF THIS HCUA, INCLUDING BUT NOT LIMITED TO LIABILITY FOR SYSTEM OR DELIVERED CONTENT NONPERFORMANCE, ERRORS OR OMISSIONS, SHALL BE LIMITED TO RESTORING OR CORRECTING THE SYSTEM OR DELIVERED CONTENT TO THE EXTENT AND DEGREE COUNTY IS CAPABLE OF PERFORMING THE SAME AND AS IS REASONABLY POSSIBLE UNDER THE PERTINENT CIRCUMSTANCES. 4. Royalty Free License. The License is royalty free. COUNTY is not providing any implementation, maintenance, support or other services hereunder and, as such, USER shall not pay COUNTY any amount for services pursuant to this HCUA. 5. Compliance with Applicable Law and Data. USER and COUNTY shall comply with all applicable federal, state and local statutes, regulations, rules and ordinances currently in force or later enacted . Subject to the provisions set forth in Section 2 above, the parties, their officers, agents, owners, partners, employees, volunteers and subcontractors shall - 6 - abide by the provisions of the Minnesota Government Data Practices Act, Minnesota Statutes, chapter 13 (MGDPA) and all other applicable state and federal laws, rules, regulations and orders relating to data privacy or confidentiality. USER shall promptly notify COUNTY if USER becomes aware of any potential claims, or facts giving rise to such claims, under the MGD PA. 6. Termination. If COUNTY reasonably believes that USER is not complying with any terms of this HCUA, including but not limited to the license or related limitations, COUNTY may immediately terminate this HCUA and thereby terminate the License and USER’s access to and use of the System and Delivered Content. Either party may terminate this HCUA without cause at any time by upon thirty (30) day written notice to the other party. Notwithstanding the term set forth herein, the parties expressly agre e that COUNTY may (i) terminate the license granted herein for either the Pictometry Delivered Content or the Sanborn Delivered Content; or (ii) terminate this HCUA upon the expiration or termination, for any reason, of either or both the Pictometry Agreement and/or the Sanborn Agreement. 7. Liability. USER agrees to defend, indemnify, and hold harmless the COUNTY, their officials, officers, agents, volunteers and employees from any liability, claims, causes of action, judgments, damages, losses, costs, or expenses, including reasonable attorney’s fees, resulting directly or indirectly from USER’s use of or access to the System or Delivered Content, from USER’s failure to comply with the terms of this HCUA or from failure to perform any duties and obligations required by applicable law and/or this HCUA. As applicable, a party’s liability shall be governed by the provisions of applicable law including but not limited to the Municipal Tort Claims Act, Minnesota Statutes Chapter 466, and other applicable l aw. The statutory limits of liability for some or all of the parties may not be added together or stacked to increase the maximum amount of liability for any party. This paragraph shall not be construed to bar legal remedies one party may have for the other party’s failure to fulfill its obligations under this HCUA. Nothing in this HCUA constitutes a waiver by the USER or COUNTY of any statutory or common law defenses, immunities, or limits on liability. 8. Miscellaneous Provisions. - 7 - The Hennepin County Geographic Information Systems Manager, or his/her designee, shall manage this HCUA on behalf of the COUNTY and perform the other duties expressly set forth herein . Except as directed by COUNTY, USER shall not use the term “Hennepin County”, or any derivative thereof in USER’s advertising, external facing communication and/or marketing, including but not limited to advertisements of any type or form, promotional ads/literature, client lists and/or any other form of outreach, without the written app roval of the Hennepin County Public Affairs/Communications Department, or their designees. USER and COUNTY intend that this HCUA will not benefit or create any right or cause of action in or on behalf of any person or entity other than the parties. The laws of the state of Minnesota shall govern all questions and interpretations concerning the validity an d construction of this HCUA and the legal relations between the parties and their performance. The remainder of this page is blank. - 8 - COUNTY AUTHORIZATION COUNTY OF HENNEPIN Reviewed by the County STATE OF MINNESOTA Attorney's Office By: Hennepin County Administrator Date: USER warrants that the person who executed this Agreement is authorized to do so on behalf of USER as required by applicable articles, bylaws, resolutions or ordinances.* USER By: Printed Name: Printed Title: Date: *USER shall submit applicable documentation (articles, bylaws, resolutions or ordinances) that confirms the signatory’s delegation of authority. This documentation shall be submitted at the time USER returns the Agreement to COUNTY. Documentation is not required for a sole proprietorship. Information Technology GIS Office A-18 Government Center | Minneapolis, MN 55487 | 612-596-9484 | gis.info@hennepin.us October 10, 2018 Dear Administrator: Hennepin County is acquiring new aerial imagery and analysis tools this year from the Sanborn Map Company. The county also has historical Pictometry aerial imagery that was captured in 2006, 2008, 2011 and 2015. The county would like to make both resources available to your organization free of charge, through separate online services without installation or administration of any software. These resources will allow users within your organization to access both the new imagery and analysis tools, as well as the historical imagery. Access to aerial imagery and analysis tools adds value to many business areas serving Hennepin County residents, such as property appraisal, public safety, public works, and education, to name a few. Please review the attached page for more information on both Sanborn and Pictometry imagery. If you have a previous contract with Hennepin County for accessing aerial imagery via Pictometry Connect, you will find a new contract enclosed. This agreement will allow your organization to access the new Sanborn imagery as well as the historical Pictometry imagery. Please complete the contract fields, sign, and attach a copy of your delegation of signature authority, then return a hard copy by mail within forty-five (45) days to Julie Gilasevitch at the address below to avoid losing your access. Please be sure to indicate a contact person, their email address, and phone number so the Hennepin County GIS team can follow up with specific instructions to access the imagery. If you do not have a previous contract for the imagery and would like to participate, please call or email Ann Houghton, GIS Project Manager: Ann.Houghton@Hennepin.us, 612-348-5623. The Hennepin County GIS Office will administer access to the system over the coming months and will work with your organization on necessary steps to provide your staff access. Please respond to this letter by November 21, 2018. We look forward to working collaboratively with you in serving Hennepin County residents. Sincerely, Julie Gilasevitch, MPH, CPH | Senior Contract Services Analyst | Hennepin County Government Center | Information Technology Department A-1900 300 S 6th St | Minneapolis MN 55487 | 612-543-5169 | julie.gilasevitch@hennepin.us Overview: Web Applications Pictometry CONNECTExplorer ( https://www.eagleview.com) enables staff to view historic aerial photos of Hennepin County. Features and functionality include: ● Orthophotography (straight down) ● Oblique images (taken at a 45° angle from N S E W) ● Length, Area, and Height measurement tools ● Historic images from 2006, 2008, 2011, and 2015 ● View historic imagery side by side ● Copy images for use in reports ● Overlay parcel data Sanborn Oblique Analyst (https://www.sanborn.com/oblique-analyst/) enables staff to view current aerial photos of Hennepin County. Features and functionality include: ● Orthophotography (straight down) ● Oblique images (taken at a 45° angle from N S E W) ● Length, Area, and Height measurement tools ● Spring 2018 images ● Copy images for use in reports ● Overlay parcel data CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 14, 2019 RESOLUTION NO: 2019- MOTION BY: SECONDED BY: RESOLUTION AUTHORIZING THE CITY OF CHANHASSEN TO ENTER INTO THE HENNEPIN COUNTY USER AGREEMENT FOR PICTOMETRY AND SANBORN IMAGERY SERVICES WHEREAS, Hennepin County has acquired new aerial imagery and analysis tools from Sanborn Map Company; and WHEREAS, Hennepin County has made this software available free of charge and without the need for software administration to cities within Hennepin County boundaries; and WHEREAS, a portion of the City of Chanhassen lies within Hennepin County boundaries and the imagery includes a quarter mile buffer outside of the County, and the City could benefit from the use of such services. NOW THEREFORE, BE IT RESOLVED by the City Council that the Mayor and City Manager of the City of Chanhassen, Minnesota, are hereby authorized and directed for and on behalf of the City of Chanhassen to execute and enter into the agreement with Hennepin County for Pictometry and Sanborn Imagery Services. Passed and adopted by the Chanhassen City Council this 14th day of January, 2019. ATTEST: Todd Gerhardt, City Manager Elise Ryan, Mayor YES NO ABSENT CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Resolution 201902: Water Tower No. 3 (2999 Water Tower Place) Rehabilitation Project Authorize Ad for Bid Section CONSENT AGENDA Item No: F.4. Prepared By George Bender, Assistant City Engineer File No: Project No. PW158e PROPOSED MOTION “The City Council adopts a resolution approving the plans and specifications and authorizing advertisement for bids for the Water Tower No. 3 Rehabilitation project, City Project No. PW158e.” Approval requires a Simple Majority Vote of members present. SUMMARY On August 31, 2018, the Engineering Department prepared and released a request for proposals (RFP) to rehabilitate Water Tower No. 3. On September 14, 2018, the Engineering Department received two proposals from consultants for design and construction services to prepare a reconditioning project for Water Tower No. 3. On September 24, 2018, the City Council awarded a professional services contract to Badger State Inspection for design and construction services for reconditioning Water Tower No. 3. BACKGROUND Water Tower No. 3 is located at 2999 Water Tower Place. It is a steel hydropillar tower which was constructed in 1995. The storage capacity of the water tower is 1,500,000 gallons. The interior and exterior coatings on the tower are original. The coatings are presently 20 years old and have exceeded their design life. The water storage compartment of the tower is exhibiting flash rusting and the column has many rust spots. The Utility and Engineering departments commissioned an inspection of the water tower by a specialty consultant including preparation of a report to identify the current condition and make a recommendation for improvements. A copy of the report is available in the Engineering department. Minor structural improvements are recommended to be made to the structure in addition to a complete recoating of the interior and exterior steel surfaces. DISCUSSION The Consultant has prepared the contract documents, including the Advertisement for Bids. Staff has reviewed the documents and find them to be acceptable. CITY COUNCIL STAFF REPORTMonday, January 14, 2019SubjectResolution 201902: Water Tower No. 3 (2999 Water Tower Place) Rehabilitation Project Authorize Ad for BidSectionCONSENT AGENDA Item No: F.4.Prepared By George Bender, Assistant City Engineer File No: Project No. PW158ePROPOSED MOTION“The City Council adopts a resolution approving the plans and specifications and authorizing advertisement for bidsfor the Water Tower No. 3 Rehabilitation project, City Project No. PW158e.”Approval requires a Simple Majority Vote of members present.SUMMARYOn August 31, 2018, the Engineering Department prepared and released a request for proposals (RFP) to rehabilitateWater Tower No. 3.On September 14, 2018, the Engineering Department received two proposals from consultants for design andconstruction services to prepare a reconditioning project for Water Tower No. 3.On September 24, 2018, the City Council awarded a professional services contract to Badger State Inspection for designand construction services for reconditioning Water Tower No. 3.BACKGROUNDWater Tower No. 3 is located at 2999 Water Tower Place. It is a steel hydropillar tower which was constructed in1995. The storage capacity of the water tower is 1,500,000 gallons. The interior and exterior coatings on the towerare original. The coatings are presently 20 years old and have exceeded their design life. The water storagecompartment of the tower is exhibiting flash rusting and the column has many rust spots. The Utility and Engineeringdepartments commissioned an inspection of the water tower by a specialty consultant including preparation of a reportto identify the current condition and make a recommendation for improvements. A copy of the report is available inthe Engineering department. Minor structural improvements are recommended to be made to the structure in additionto a complete recoating of the interior and exterior steel surfaces.DISCUSSIONThe Consultant has prepared the contract documents, including the Advertisement for Bids. Staff has reviewed the documents and find them to be acceptable. Project Funding This maintenance project has been planned for through the Capital Improvement Program. The project is budgeted to be funded through the water utility fund. Schedule Advertise for Bids January 24 & 31, 2019 Bid Opening February 14, 2019 Award Construction Contract February 25, 2019 Antenna Removal and Relocation April/May 2019 Construction Start June 3, 2019 Construction Substantial Completion October 5, 2019 Construction Final Completion October 31, 2019 ATTACHMENTS: Resolution CIP Sheet CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 14, 2019 RESOLUTION NO: 2019-XX MOTION BY: SECONDED BY: A RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING AD FOR BIDS FOR THE WATER TOWER No. 3 (2999 WATER TOWER PLACE) REHABILITATION PROJECT NO. PW158E WHEREAS, pursuant to the motion passed by the Council on September 24, 2018, the City Engineer has prepared plans and specifications for the Water Tower No. 3 Rehabilitation Project and has presented such plans and specifications to the Council for approval; NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council: 1. Such plans and specifications, a copy of which can be reviewed at the office of the City Engineer, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official city newspaper and QuestCDN.com, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The ad shall be published at least two times, shall specify the work to be done, shall state that bids will be opened at 10 a.m. on Thursday, February 14, 2019 and that the responsibility of the bidders will be considered by the Council at 7:00 PM on Monday, February 25, 2019, for the Water Tower No. 3 Rehabilitation Project No. PW158E, in the Council Chambers of the City Hall. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed with the clerk and accompanied by a bid security payable to the clerk for 5% of the amount of such bid. Passed and adopted by the Chanhassen City Council this 14th day of January, 2019. ATTEST: Todd Gerhardt, City Manager Elise Ryan, Mayor YES NO ABSENT CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Resolution 201903: Approve Purchase of a Replacement Fire Engine Section CONSENT AGENDA Item No: F.5. Prepared By Don Johnson, Fire Chief File No: ADM238Q PROPOSED MOTION “The City Council adopts a resolution authorizing the Fire Department to purchase a replacement fire engine utilizing the HoustonGalveston Area Council (HGAC) Purchasing Program.” Approval requires a Simple Majority Vote of members present. BACKGROUND Fire department emergency response apparatus are a vital component to the capabilities of the Chanhassen Fire Department. Since council approved a KFS in 2015, the Chanhassen Fire Department has been following a replacement schedule for fire department apparatus. The replacement schedule was also a recommendation of the 2013 Springsted Fire Study citing several apparatus in the fleet were at or near replacement scoring. These guidelines are based on NFPA and APWA guidelines. This request is to replace a 1996, 2500gallon engine currently housed at Station 1. This vehicle will be traded in to the dealership as part of the offset costs towards the new purchase. A tradein value of $45,000 was agreed upon with the dealer. For the procurement of this vehicle, staff is recommending using a national government procurement program, HoustonGalveston Area Council (HGAC or HGACBuy). This program is widely used in Minnesota and nationally for a variety of governmental purchases through InterLocal Contract (ILC) agreement with HGAC. This program meets governmental purchasing rules as HGACBuy uses mass circulation, minority emphasis print media, and internet services to post legal notices and bid solicitations. This request covers the purchase of the vehicle only. Total purchase price for approval of the vehicle is $665,898 before discounts. This includes the $2,000 administrative fee charged by HGAC. Several prepayment incentives are offered by Pierce providing up to a $27,046 discount for full prepayment within 15 days of time of order. A Performance Bond in the amount of $1,806 will be purchased to protect the pre payment amount on behalf of the city. A Steel Surcharge of $15,808 is included based on federal tariffs currently in place. The twoyear pricing contract with HGAC expires January 31, 2019 with an anticipated price increase of 3% effective February of 2019. Anticipated Purchase Price for Current Specification – Vehicle Only = $620,898 The anticipated purchase price includes all current discounts and pricing for most of the major components of the CITY COUNCIL STAFF REPORTMonday, January 14, 2019SubjectResolution 201903: Approve Purchase of a Replacement Fire EngineSectionCONSENT AGENDA Item No: F.5.Prepared By Don Johnson, Fire Chief File No: ADM238QPROPOSED MOTION“The City Council adopts a resolution authorizing the Fire Department to purchase a replacement fire engine utilizingthe HoustonGalveston Area Council (HGAC) Purchasing Program.”Approval requires a Simple Majority Vote of members present.BACKGROUNDFire department emergency response apparatus are a vital component to the capabilities of the Chanhassen FireDepartment. Since council approved a KFS in 2015, the Chanhassen Fire Department has been following areplacement schedule for fire department apparatus. The replacement schedule was also a recommendation ofthe 2013 Springsted Fire Study citing several apparatus in the fleet were at or near replacement scoring. Theseguidelines are based on NFPA and APWA guidelines. This request is to replace a 1996, 2500gallon engine currently housed at Station 1. This vehicle will be tradedin to the dealership as part of the offset costs towards the new purchase. A tradein value of $45,000 wasagreed upon with the dealer.For the procurement of this vehicle, staff is recommending using a national government procurement program,HoustonGalveston Area Council (HGAC or HGACBuy). This program is widely used in Minnesota andnationally for a variety of governmental purchases through InterLocal Contract (ILC) agreement with HGAC. This program meets governmental purchasing rules as HGACBuy uses mass circulation, minority emphasis printmedia, and internet services to post legal notices and bid solicitations. This request covers the purchase of thevehicle only. Total purchase price for approval of the vehicle is $665,898 before discounts. This includes the $2,000administrative fee charged by HGAC. Several prepayment incentives are offered by Pierce providing up to a $27,046 discount for full prepaymentwithin 15 days of time of order. A Performance Bond in the amount of $1,806 will be purchased to protect the prepayment amount on behalf of the city. A Steel Surcharge of $15,808 is included based on federal tariffs currentlyin place. The twoyear pricing contract with HGAC expires January 31, 2019 with an anticipated price increase of3% effective February of 2019. Anticipated Purchase Price for Current Specification – Vehicle Only = $620,898 The anticipated purchase price includes all current discounts and pricing for most of the major components of the vehicle and incorporates the tradein of the existing engine. The above price also includes the purchase of a Compressed Air Foam System (CAFS) directly from Waterous, Inc. which will be installed by the manufacturer during the build process. Due to the customized build process, several opportunities exist to make changes to the vehicle during production. Also, some equipment may need to be replaced or purchased prior to placing this apparatus into service. For that reason, staff is requesting an “AuthorizedtoSpend Amount” for the project. This will provide some flexibility for the fire department to make changes during the build without the requirement of additional council approval. Amounts that exceed the “AuthorizedtoSpend Amount” would return to council for approval. AuthorizedtoSpend Amount Not To Exceed = $650,000 Deployment The replacement engine will be assigned to Station 1 as a front line apparatus. The overall design of the vehicle purposefully matches Truck 1 allowing Station 1 personnel the ability to have similar vehicles to operate. Fleet maintenance is also streamlined by having vehicles with similar operating systems and design. The current Engine 11, a 2006 Crimson, will be moved to Station 2 as a frontline apparatus. This brings the fire department within NFPA compliance requiring all frontline apparatus be less than 20 years old. Engine 21, currently housed at Station 2 will be moved to Station 1 as a reserve engine. With this purchase and deployment plan, the fire department will be in full compliance of NFPA as all apparatus best practices guidelines will be met. This also meets a recommendation from the 2013 fire study. RECOMMENDATION Staff recommends that the City Council adopt a resolution authorizing the Fire Department to purchase the Pierce Velocity Pumper with a “NottoExceed Amount” of $650,000. Staff also recommends full prepayment of the vehicle to receive additional discount savings. This project will be funded by the Capital Improvement Program which included approximately $400,000 that was transferred to the CIP from the Old Public Works Building Fund earmarked for this purchase. ATTACHMENTS: Resolution Specifications Document Summary Proposal Page Waterous Quote for CAFS System Fire Engine Schematic Detailed Project Descriptions Contract for Purchase CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 14, 2019 RESOLUTION NO: 2019-XX MOTION BY: SECONDED BY: A RESOLUTION APPROVING THE PURCHASE OF A REPLACEMENT FIRE ENGINE WHEREAS, emergency response apparatus are a vital component to the capabilities of the Chanhassen Fire Department; and WHEREAS, the Fire Department is requesting to replace a 1996, 2500-gallon engine currently housed at Station 1; and WHEREAS, the scheduled replacement of this vehicle is recommended by both NFPA and APWA standards, as well as in the Springsted Fire Study report of 2013; and WHEREAS, this vehicle will be traded in to the dealership as part of the offset costs towards the new purchase; and WHEREAS, the purchase through MacQueen Emergency Group using the Houston- Galveston Area Council procurement program results in a net purchase price of $604,898; and WHEREAS, the purchase price includes all current discounts and pricing for most of the major components of the vehicle and incorporates the trade-in of the existing engine. The net purchase price also includes the purchase of a Compressed Air Foam System (CAFS) directly from Waterous, Inc. which will be installed by the manufacturer during the build process; and WHEREAS, due to the customized build process, several opportunities exist to make changes to the vehicle during production. Also, some equipment may need to be replaced or purchased prior to placing this apparatus into service. As such, staff is requesting an “Authorized- to-Spend Amount” of $650,000; and WHEREAS, the Capital Replacement Equipment Fund will fund the remainder of this purchase which includes approximately $400,000 that was transferred from the Old Public Works Building Sale Fund. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council approve the purchase of the Pierce Velocity Pumper with a “Not-to-Exceed” amount of $650,000. Passed and adopted by the Chanhassen City Council this 14th day of January, 2019. ATTEST: Todd Gerhardt, City Manager Elise Ryan, Mayor YES NO ABSENT Proposal Option List Line Option Type Option Description Qty 1 0766611 Boiler Plates, Pumper 1 Fire Department/Customer - Chanhassen Fire Department Operating/In conjunction W-Service Center - Operating Miles - 25 Miles Number of Fire Dept/Municipalities - 25 Bidder/Sales Organization - MacQueen Emergency Group Delivery - Delivery representative Dealership/Sales Organization, Service - MacQueen Emergency Group 2 0661794 Single Source Compliance 1 3 0584456 Manufacture Location, Appleton, Wisconsin 1 4 0584452 RFP Location: Appleton, Wisconsin 1 5 0588609 Vehicle Destination, US 1 6 0610784 Comply NFPA 1901 Changes Effective Jan 1, 2016, With Exceptions 1 7 0533347 Pumper/Pumper with Aerial Device Fire Apparatus 1 8 0588611 Vehicle Certification, Pumper 1 9 0661778 Agency, Apparatus Certification, Pumper/Tanker, U.L.1 10 0000000 STF Ability to Provide Service - MacQueen Emergency Group 1 Location - twenty five (25) Fill in Blank - twenty five (25) 10 0000000 STF Delivery Training 1 10 0000000 STF Pre-Delivery Service - MacQueen 1 11 0093797 PENALTY CLAUSE IN CONTRACT 1 Penalty Clause Details - $200 a day beyond quoted contract lead time 12 0000114 Inspection Trip(s)3 Qty, - 03 Fill in Blank - four (4) 13 0536644 Customer Service Website 1 14 0620362 Consortium, HGAC 1 15 0537375 Unit of Measure, US Gallons 1 16 0529326 Bid Bond, 10%, Pierce Built Chassis 1 17 0050066 Performance Bond, 100% Req'd (Statement by Rep)1 18 0000007 Approval Drawing 1 19 0002928 Electrical Diagrams 1 20 0597598 Velocity Chassis (Med Block), 2010 1 21 0000110 Wheelbase 1 Wheelbase - 201.00" 22 0000070 GVW Rating 1 GVW rating - 53,800 23 0000203 Frame Rails, 13.38 x 3.50 x .375, Qtm/AXT/Imp/Vel/DCF 1 24 0020018 Frame Liner Not Req'd 1 25 0508849 Axle, Front, Oshkosh TAK-4, Non Drive, 22,800 lb, Imp/Vel 1 26 0010427 Suspension, Front TAK-4, 22,800 lb, Qtm/AXT/Imp/Vel/DCF/Enf 1 27 0087572 Shock Absorbers, KONI, TAK-4, Qtm/AXT/Imp/Vel/DCF/Enf 1 28 0000322 Oil Seals, Front Axle 1 29 0785760 Tires, Front, Michelin, XZY3 (wb), 425/65R22.50, LRL, Fire Service Speed Rating 1 30 0019611 Wheels, Front, Alcoa, 22.50" x 12.25", Aluminum, Hub Pilot 1 31 0530467 Axle, Rear, Meritor RS30-185, 31,000 lb, Imp/Vel/Dash CF 1 32 0544253 Top Speed of Vehicle, 68 MPH 1 33 0122074 Suspen, Rear, Standens, Spring, 31,000 lb, Imp/Vel/Dash CF 1 34 0000485 Oil Seals, Rear Axle 1 35 0057815 Tires, Rear, Michelin, XDN2 Grip, 315/80R22.50, LRL, Single 1 Customer:Chanhassen Fire Department Bid Number: 873 Representative White, Bradley Job Number: Organization:MacQueen Emergency Group Number of Units:1 Requirements Manager: Bid Date:01-03-2019 Description: Velocity Side Mount Pumper Stock Number: Body: Pumper, Long, Aluminum, 2nd Gen Price Level:37 (Current: 37) Chassis:Velocity Chassis (Med Block), 2010 12/12/2018 12/12/2018 10:27 AM Page 1873Bid #: Line Option Type Option Description Qty 36 0019668 Wheels, Rear, Alcoa, 22.50" x 9.00", Aluminum, Hub Pilot, Single 1 37 0568081 Tire Balancing, Counteract Beads 1 38 0620570 Tire Pressure Monitoring, RealWheels, AirSecure, Valve Cap, Single Axle 1 Qty, Tire Pressure Ind - 6 39 0003245 Axle Hub Covers w/center hole, S/S, Front Axle 1 40 0001960 Axle Hub Covers, Rear, S/S, High Hat (Pair)1 41 0057936 Covers, Lug Nut, Chrome 1 42 0002045 Mud Flaps, w/logo front & rear 1 43 0617577 Chocks, Wheel, Worden HWG- SB, Super Gripper 1 Qty, Pair - 01 44 0646364 Mounting Brackets, Chocks, Worden Safety, Model U815T 1 Location, Wheel chock - rear of the rear axle Qty, Pair - 01 45 0593760 ESC/ABS/ATC Wabco Brake System, Single Rear Axle, 2010 1 46 0030185 Brakes, Knorr/Bendix 17", Disc, Front, TAK-4 1 47 0000740 Brakes, Meritor, Cam, Rear, 16.50 x 8.63"1 48 0020784 Air Compressor, Brake, Cummins/Wabco 18.7 CFM 1 49 0000786 Brake Reservoirs, Four 1 50 0568012 Air Dryer, Wabco System Saver 1200, Heater, 2010 1 51 0000790 Brake Lines, Nylon 1 52 0068871 Air Inlet, with Kussmaul Air Eject, Recessed Mount, Location Feature 1 Location - driver's side of front bumper extension Qty, Air Coupling (s) - 1 53 0621121 Cover, Weatherproof, for Recessed Kussmaul Air Inlet, 091-28AK 1 Color, Kussmaul Cover - b) red 54 0795325 Engine, Cummins L9, 450 hp, 1250 lb-ft, W/OBD, EPA 2017, Imp/Vel 1 55 0001244 High Idle w/Electronic Engine, Custom 1 56 0001236 Not Required, Auxiliary Brake, Alt. Aux. Brake Selected 1 57 0552334 Clutch, Fan, Air Actuated, Horton Drive Master 1 58 0123135 Air Intake, w/Ember separator, Imp/Vel 1 59 0794761 Exhaust System, 4", 2017 L9 Engine, Horizontal, Right Side 1 59 0000000 STF Exhaust, Modified for Plymovent System, 6.00" Diffuser, Part #00000112499 1 60 0787999 Radiator, Impel/Velocity 1 61 0616439 Cooling Hoses, Gates Silicone 1 62 0001125 Fuel Tank, 65 Gallon, Left Side Fill 1 63 0001129 Lines, Fuel 1 64 0595087 DEF Tank, 4.5 Gallon, DS Fill, Forward of Rear Axle 1 Door, Material & Finish, DEF Tank - Brushed Stainless 65 0552793 Not Required, Fuel Priming Pump 1 66 0582243 Shutoff Valves, Fuel Line @ Primary Filter, Cummins 1 67 0553019 Cooler, Engine Fuel, Imp/Vel, AXT/Qtm/Sab/DCF/SFR/Enf 1 68 0500907 Door, Fuel Fill, Brushed S/S 1 69 0771344 SP Trans, Allison 5th Gen, 3000 EVS PR, w/Prognostics, Hand Lever Control, Imp/Vel 1 Trans. retarder capacity - c. high/1600, 3000 EVS Trans, retarder control - l) Auto 1/3, 2/3, 3/3 70 0625329 Transmission, Shifter, 5-Spd, Push Button, 3000 EVS 1 71 0797408 Transmission Oil Cooler, Modine, External, w/Modine External Sump 1 72 0001370 Driveline, Spicer 1710 1 73 0669988 Steering, Sheppard M110 w/Tilt, TAK-4, Eaton Pump, w/Cooler 1 74 0001544 Not Required, Steering Assist Cylinder on Front Axle 1 75 0509230 Steering Wheel, 4 Spoke without Controls 1 76 0690274 Logo/Emblem, on Dash 1 Text, Row (1) One - Chanhassen Text, Row (2) Two - Fire Text, Row (3) Three - Department 77 0123625 Bumper, 19" Extended, Imp/Vel 1 78 0616492 Tray, Hose, Center, 19" Bumper, Outside Air Horns, Imp/Vel 1 Grating, Bumper extension - Grating, Rubber Capacity, Bumper Tray - 21) 150' of 1.75" 79 0630813 Cover, Aluminum Treadplate, One (1) D-Ring Latch, Hose Tray 1 Stay arm, Tray Cover - b) Pneumatic Stay Arm 80 0510226 Lift & Tow Package, Imp/Vel, AXT, Dash CF 1 12/12/2018 10:27 AM Page 2873Bid #: Line Option Type Option Description Qty 81 0002270 Tow Hooks, Chrome 1 82 0668315 Cab, Velocity FR, 7010 Raised Roof 1 83 0668309 Engine Tunnel, ISL and DD13, Impel/Velocity FR 1 84 0677478 Rear Wall, Exterior, Cab, Aluminum Treadplate 1 85 0122466 Cab Lift, Elec/Hyd, w/Manual Override, Imp/Vel 1 86 0123176 Grille, Bright Finished, Front of Cab, Impel/Velocity 1 87 0769753 Emblem, American Flag Painted on Cab Grille, All Custom Chassis 1 88 0646179 Trim, S/S, Rect Headlights, VEL/IMP 1 Material Trim/Scuffplate - b) S/S, Brushed Turnsignal Covers - Brushed S/S Covers 89 0087357 Molding, Chrome on Side of Cab 1 90 0521669 Mirrors, Retrac, West Coast Style, Htd/Rmt, w/Htd/Rmt Convex 1 91 0667937 Door, Full Height, Velocity FR 4-Door Cab, Raised Roof 1 Key Model, Cab Doors - 751 92 0655511 Door Panel, Brushed Stainless Steel, Impel/Velocity 4-Door Cab 1 93 0667905 Storage Pockets w/ Elastic Cover, Recessed, Impel/Velocity FR 1 94 0667902 Controls, Electric Windows, All Cab Doors, Impel/Velocity FR 1 95 0555485 Steps, 4-Door Full Tilt Cab, Imp/Vel 1 96 0770194 Handrail, Exterior, Knurled, Alum, 4-Door Cab 1 97 0697689 Steps, Stirrup, Formed w/Grip Strut, Cab & Crew Cab Doors 1 Light, Step, Additional - Amdor, 4 Dr Cab 98 0509649 Lights, Cab and Crew Cab Access Steps, P25, LED w/Bezel, 1Lt Per Step 1 99 0002140 Fenders, S/S on Cab 1 100 0122479 Window, Side of C/C, Fixed, Velocity 1 101 0552935 Trim, Cab Side Windows, Velocity 1 102 0012090 Not Required, Windows, Front/Side of raised roof 1 103 0509286 Not Required, Windows Rear of Crew Cab, Imp/Vel 1 104 0558334 Not Required, Trim, Cab Rear Windows, No Rear Windows 1 105 0651515 Window Protector Bars, Knurled, Crew Doors, 2" Above Window Sill Plate 1 106 0659867 Bottle, Windshield Washer, Wiper Fluid Low LED Indicator & Message On Display 1 107 0697825 Tag, Pierce Parts Website Info, Cab Door 1 108 0123686 Drip Rail, Cab Roof, Impel/Velocity/Velocity SLT 1 109 0663375 Mounting Provisions, 1/4" Alum, Full Engine Tunnel, Vel/Imp 1 Mounting Provision Spacing - 1.00" Material Finish, Cab Interior - Painted 110 0647586 Cab Interior, Turnout Tuff, Impel/Velocity FR 1 Color, Cab Interior Vinyl/Fabric - m) Gray 111 0667943 Cab Interior, Paint Color, Impel/Velocity FR 1 Color, Cab Interior Paint - b) black 112 0509532 Floor, Rubber Padded Cab & Crew Cab, Imp/Vel, Dash CF 1 113 0667936 Heater/defroster, Dual Zone Control, Impel/Velocity FR 1 114 0603347 Air Conditioning, Dual Zone Control, Impel/Velocity FR 1 Paint Color, A/C Condenser - Painted by OEM 115 0639675 Sun Visor, Smoked Lexan, AXT, Dash CF, Imp/Vel, Saber FR/Enforcer 1 Sun Visor Retention - No Retention 116 0548173 Grab Handles, Driver and Passenger Door Post, Imp/Vel 1 117 0583938 Lights, Engine Compt, Custom, Auto Sw, Wln 3SC0CDCR, 3" LED, Trim 1 Qty, - 01 118 0122516 Fluid Check Access, Imp/Vel 1 119 0583041 Side Roll Protection 1 120 0622617 Seating Capacity, 6 Seats 1 121 0697005 Seat, Driver, Pierce PS6, Premium, Air Ride, High Back, Safety 1 122 0696996 Seat, Officer, Pierce PS6, Premium, Air Ride, High Back, Safety 1 123 0510038 Radio Compartment, Behind Officer Seat, Imp/Vel 1 124 0122182 Seat, Rear Facing C/C, DS Outboard, Pierce PS6, Premium, Hi-Back, Safety 1 125 0102783 Not Required, Seat, Rr Facing C/C, Center 1 126 0122185 Seat, Rear Facing C/C, PS Outboard, Pierce PS6, Premium, Hi-Back, Safety 1 127 0565245 Seat, Forward Facing C/C, DS Outboard, Flip Up Cushion, Safety 1 128 0783717 Cabinet, Forward Facing, Center, 42 W x 48 H x 24 D, Roll, Imp/Vel 1 False Floor, EMS Cabinet - No False Floor Light, Short Cabinet - Pierce, Interior, Right Side and Pierce, Interior, Left Side 12/12/2018 10:27 AM Page 3873Bid #: Line Option Type Option Description Qty 128 Material Finish, Shelf - Painted - Cab Interior Shelf/Tray, Cabinet - (3) Shelves, Adjustable, 1.25" Up-Turned Lip Door, Cab Interior Cabinet - Rollup, Amdor, Anodized, Non-Locking Louvers, Cabinet - 0-No Louvers 129 0565256 Seat, Forward Facing C/C, PS Outboard, Flip Up Cushion, Safety 1 130 0766467 Upholstery, Seats In Cab, All Endure Vinyl, CARE 6 Color, Cab Interior Vinyl/Fabric - c) Black Qty, - 06 131 0511471 No SCBA Brackets Required In Cab Seats, Imp/Vel, AXT 2010, Qtm 2010, Dash CF 1 132 0603221 Seat Belt, ReadyReach, Extended Shoulder Belt Length 1 Seat Belt Color - Red 133 0604863 Seat Belt Height Adjustment, 6 Seats, Imp/Vel, Dash CF 1 134 0602464 Helmet Storage, Provided by Fire Department, NFPA 2016 1 135 0647647 Lights, Dome, FRP Dual LED 4 Lts 1 Color, Dome Lt - Red & White Color, Dome Lt Bzl - Black Control, Dome Lt White - Door Switches and Lens Switch Control, Dome Lt Color - Lens Switch 136 0628472 Light, Map, Overhead, Peterson M371S LED, Rectangular w/Switch 2lts 1 12vdc power from - Battery switched 137 0602637 Portable Hand Light, Provided by Fire Dept, Pumper NFPA 2016 Classification 1 138 0568369 Cab Instruments, Ivory Gauges, Chrome Bezels, Impel/Velocity 2010, Dash CF 1 139 0509511 Air Restriction Indicator, Imp/Vel, AXT, Dash CF, Enf MUX 1 140 0543751 Light, Do Not Move Apparatus 1 Alarm, Do Not Move Truck - Pulsing Alarm 141 0509042 Messages, Open Door/Do Not Move Truck, MUX w/Color Display 1 142 0611681 Switching, Cab, Membrane, Impel/Velocity/Quantum, Dash CF, AXT WiFi MUX 1 Location, Emerg Sw Pnls - Driver's Side Overhead 143 0555915 Wiper Control, 2-Speed with Intermittent, MUX, Impel/Velocity 1 144 0548009 Wiring, Spare, 20 A 12V DC 1st 1 Qty, - 01 12vdc power from - Battery switched Wire termination - Butt Splice Location, Spare Wiring - Engine Tunnel - Rear 145 0548013 Wiring, Spare, 20 A 12V DC 2nd 1 Qty, - 01 12vdc power from - Battery direct Wire termination - Butt Splice Location - Engine Tunnel - Rear 146 0548004 Wiring, Spare, 15 A 12V DC 1st 2 Qty, - 02 12vdc power from - Battery direct Wire termination - Butt Splice Location, Spare Wiring - Officer Dash and on the back of the center console facing the officer next to the USB port 147 0797189 Wiring, Spare, 4.8 A 12V DC, USB Termination Blue Sea 1045 1st 2 Qty, - 02 12vdc power from - Battery direct Location - one on the side of the center console facing the officer and one on the side of the recessed dash in front of the officer 148 0566101 Recess, Dash Panel, Officer Side, Vel/Imp 1 149 0012668 Swivel Mount for Customer Installed Radio 1 Location - for the two-way radio head mounted on the engine tunnel to the left of the officer and right of the center wrap around console Qty, - 1 150 0615386 Vehicle Information Center, 7" Color Display, Touchscreen, MUX 1 System Of Measurement - US Customary 151 0606247 Vehicle Data Recorder w/CZ Display Seat Belt Monitor 1 152 0559156 Install Customer Provided Two-Way Radio(s)1 Location - mounted behind the officer's seat Qty, - 01 12/12/2018 10:27 AM Page 4873Bid #: Line Option Type Option Description Qty 153 0597940 Install Customer Provided Two-Way Radio Speaker(s)1 Location - centered below the center overhead switch panel where the swivel mount is normally located facing down Qty, - 01 154 0559508 Install Customer Provided Two-Way Radio Remote Head Cable 1 Location - on a swivel on the engine tunnel to the left of the officer and just to the right of the wrap around center console Qty, - 01 155 0687904 Antenna Mount, Custom Chassis, Cable Routed to Behind Officer Seat 1 Location - the right side Qty, - 01 156 0653519 Camera, Pierce, Driver Mux, R, RS, LS Cameras 1 Camera System Audio - Speaker Behind Driver Camera System 157 0615100 Pierce Command Zone, Advanced Electronics & Control System, Diag LEDs, Vel, WiFi 1 158 0624254 Electrical System, Velocity 1 159 0079166 Batteries, (4) Exide Grp 31, 950 CCA ea, Threaded Stud 1 160 0008621 Battery System, Single Start, All Custom Chassis 1 161 0123174 Battery Compartment, Imp/Vel 1 162 0671694 Charger, Sngl Sys, Kussmaul, 1200, 091-187-12-Remote w/091-194-IND-WT-**1 Color, Kussmaul Cover - b) red 163 0515703 Location, Charger, Cab Behind Driver Seat 1 164 0531403 Location, Bat Chrg Ind, Driver's Seat with Bracket 1 165 0016857 Shoreline, 20A 120V, Kussmaul Auto Eject, 091-55-20-120, Super 1 Qty, - 01 Color, Kussmaul Cover - b) red Shoreline Connection - Battery Charger 166 0026800 Shoreline Location 1 Location, Shoreline(s) - DS bumper Ext 167 0647728 Alternator, 430 amp, Delco Remy 55SI 1 168 0092582 Load Manager/Sequencer, MUX 1 Enable/Disable Hi-Idle - e)High Idle enable 169 0783157 Headlights, Rect LED, JW Spkr Evo 2, Heat, AXT/DCF/Enf/Imp/Sab/Vel 1 Color, Headlight Bez - Chrome Bezel 170 0648425 Light, Directional, Wln 600 Cmb, Cab Crn, Imp/Vel/AXT/Qtm/DCF 1 Color, Lens, LED's - m)match LED's 171 0620054 Light, Directional/Marker, Intermediate, Weldon 9186-8580-29 LED 2lts 1 172 0782103 Lights, Clearance/Marker/ID, Front, Included with Visor Scene Light 1 173 0511569 Lights, Clearance/Marker/ID, Rear, P25 LED 7Lts 1 Light Guard - Without Guard 174 0564683 Lights, Tail, Wln M6BTT* Red LED Stop/Tail & M6T* Amber LED Dir Arw For Hsg 1 Color, Lens - Clear 175 0561471 Lights, Backup, Wln M6BUW, LED, For Tail Lt Housing 1 176 0663884 Bracket, License Plate & Light, P25 LED, Temp Under Tailbrd 1 Location - driver side 177 0556842 Bezels, Wln, (2) M6 Chrome Pierce, For mtg (4) Wln M6 lights 1 178 0589905 Alarm, Back-up Warning, PRECO 1040 1 179 0769420 Lights, Perimeter Cab, Amdor AY-LB-12HW020 LED 4Dr 1 Z location - 180 0769572 Lights, Perimeter Pump House, Amdor AY-LB-12HW020 LED 2lts 1 181 0770056 Lights, Perimeter Body, Amdor AY-LB-12HW020 LED 2lts, Rear Step 1 Control, Perimeter Lts - Parking Brake Applied 182 0556360 Lights, Step, P25 LED 4lts, Pump Pnl Sw 1 183 0640629 Light, Wln, 12V PCPSM1* Pioneer LED Fld/Spt, Surface Mount 1st 2 Location, Lights - one each side behind the crew cab door up high Qty, - 02 Switch, Lt Control 1 DC,1 - a) DS Switch Panel Switch, Lt Control 2 DC,2 - f) Pump Operator's Panel Switch, Lt Control 3 DC,3 - d) No Control Switch, Lt Control 4 DC,4 - d) No Control Color, Wln Lt Housing - Chrome Flange 184 0640627 Light, Wln, 12V PCPSM1* Pioneer LED Fld/Spt, Surface Mount 2nd 2 Location, Lights - one each side up high at the rear 12/12/2018 10:27 AM Page 5873Bid #: Line Option Type Option Description Qty 184 Qty, - 02 Switch, Lt Control 1 DC,1 - a) DS Switch Panel Switch, Lt Control 2 DC,2 - f) Pump Operator's Panel Switch, Lt Control 3 DC,3 - h) PS Rear of Apparatus Switch, Lt Control 4 DC,4 - d) No Control Color, Wln Lt Housing - Chrome Flange 185 0640991 Light, Wln, 12V PCPSM2* Pioneer LED Fld/Spt, Surface Mnt 1st 4 Location, Lights - two each side one at the front and rear of the side sheet Qty, - 04 Switch, Lt Control 1 DC,1 - a) DS Switch Panel Switch, Lt Control 2 DC,2 - f) Pump Operator's Panel Switch, Lt Control 3 DC,3 - d) No Control Switch, Lt Control 4 DC,4 - d) No Control Color, Wln Lt Housing - Chrome Flange 186 0645677 Lights, Not Required, Rear Work, Alt. 12 Volt Lights At Rear Body 1 187 0709438 Light, Walking Surf, FRP Flood, LED 1 188 0775585 Light, Visor, HiViz LED, FT-B-72-ML-*, Cnt Feature MUX 1 Control, Scene Lts - DS Cab Sw Pnl with Progresive Sw Color, Lt Housing HiViz - White 189 0532358 Not Required, Deck Lights, Other Hose Bed & Rear Lighting 1 190 0645877 Lights, Hose Bed, Sides, Dual LED Light Strips 1 Control, Hose Bed Lts - Cup Switch At Rear 191 0060016 Pumper, Long, Aluminum, 2nd Gen 1 192 0554271 Body Skirt Height, 20"1 193 0504288 Tank, Water, 750 Gallon, Poly, Pumper Long, Full Depth Compartments 1 194 0003405 Overflow, 4.00" Water Tank, Poly 1 195 0028104 Foam Cell Required 1 196 0633066 Sleeve through Tank 1 Qty, Sleeve - 1 Water Tank Sleeve - Plumbing/Hydraulic Diameter - 3" Plumbing 197 0553729 Not Required, Restraint, Water Tank, Heavy Duty 1 198 0709139 Tank Fill, 2.50", Auto, Waterous, LS Pump Panel 1 Adapter, Elbow - 2.5"NST 199 0003424 Not Required, Dump Valve 1 200 0048710 Not Required, Jet Assist 1 201 0030007 Not Required, Dump Valve Chute 1 202 0514778 Not Required, Switch, Tank Dump Master 1 203 0126633 Hose Bed, Aluminum, Pumper 1 204 0003481 Hose Bed Capacity, Special 1 Capacity, Hosebed - 600' 2.50", 800' of 5.00", 250' of 2.50' 205 0003488 Divider, Hose Bed, Unpainted 2 Qty, Hosebed Dividers - 2 206 0010133 Cross-Divider, Hose Bed 1 207 0655195 Side Sheet, Right Side, Moved Outboard 1 208 0655329 Side Sheet, Left Side, Moved Outboard 1 209 0087562 Cover, Hose Bed, Roller Shutter, Pumper 1 Color, Vinyl Cover - a) red 210 0013512 Running Boards, 12.75" Deep 1 211 0678856 Tailboard, 18" Deep, Full Width, Extended Substructure 1 212 0690027 Wall, Rear, Smooth Aluminum/Body Material, Flush Rear Wall 1 213 0003531 Tow Bar, Under Tailboard 1 214 0590926 Hose Restraint, Running Board, Velcro Straps 1 Location, Hose Tray, Running Board - Right Side Qty, Tray, Hose - 1 215 0024110 Tray, Hose, Running Board, 20' of 5.00" Soft Suction Hose 1 Location, Hose Tray, Running Board - c) RH side Qty, Tray, Hose - 1 216 0003561 Construction, Compt, Alum, Pumper 1 217 0083691 LS 161" Rollup, Full Height & Depth Front & Rear 1 218 0083694 RS 161" Rollup, Full Height & Depth Front & Rear 1 219 0594005 Doors, Rollup, Amdor, Side Compartments 6 Qty, Door Accessory - 06 Color, Roll-up Door - AMDOR Painted to Match Lower Body 12/12/2018 10:27 AM Page 6873Bid #: Line Option Type Option Description Qty 219 Latch, Roll-up Door - Non-Locking Liftbar 220 0503311 Compt, Flush Rear, Rollup, 44.50" FF, 41.88" Deep 1 221 0594003 Door, Amdor, Rollup, Rear Compartment 1 Color, Roll-up Door - AMDOR Painted to Match Lower Body Latch, Roll-up Door - Non-Locking Liftbar 222 0554995 No Body Modification Required 1 223 0616670 Lights, Compt, Pierce LED, Dual Light Strips, Each Side of Door, Pumper/Tanker 7 Qty, - 07 Location, Compartment Lights - All Body Compts 224 0562348 Fasteners, Mechanical, Strip Lighting In Compartments 1 225 0687146 Shelf Tracks, Painted 7 Qty, Shelf Track - 07 Location, Shelf Track - RS9 226 0600350 Shelves, Adj, 500 lb Capacity, Full Width/Depth, Predefined Locations 9 Qty, Shelf - 09 Material Finish, Shelf - Painted - Spatter Gray Location, Shelves/Trays, Predefined - .Location To Be Determined 227 0647472 Tray, Floor Mounted, Slide-Out, w/ Side Slides, FW/FD, 500lb, 2.00" Sides, 2G 2 Qty, - 02 location - D1 and P1 Material - Painted - Spatter Gray 228 0540317 Toolboard, Swing-out, Alum, .188", Peg Board 1 Qty - 1 Location, Pivot - Front Mounting, Toolboard - Adjustable Frt-back Hole Diameter, Pegboard/Toolboard - .203" diameter Finish, Pegboard/Toolboard - Painted - Spatter Gray Location, Toolboard - LS3 229 0026336 SP Partition, Vertical Compt, Special 1 Location - in the P3 compartment to mount the toolboard to, toolboard to be as long as possible Qty, Partition - 01 Size - full height Finish - Painted, Compt Interior, Spatter Gray 230 0659095 Pegboard, 3/16" Alum, Back Wall Compt, w/Track 1 Qty, Comp. Accessory - 01 Hole Diameter, Pegboard/Toolboard - .203" diameter Finish, Pegboard/Toolboard - Painted - Spatter Gray Location, Pegboard Rear Compt Wall - LS2 231 0024016 Rub Rail, Aluminum Extruded, Side & Rear of Body 1 232 0784810 Fender Crowns, Rear, Stainless, Wider Than Std, w/Removable Liner 1 Material Finish, Fender Liner - Painted 233 0519849 Not Required, Hose, Hard Suction 1 234 0626229 Handrails, Side Pump Panels, Per Print 1 235 0004126 Handrails, Beavertail, Standard 1 236 0004136 Handrail, Rear, Above Hose Bed 1 Handrail Finish - Knurled 237 0636301 Compt, Extinguisher (2) in Fender Panel, Triangular Door 1 Location, Bracket/comp. - passenger side rear of wheel Qty, - 1 Door Finish, Fender Compt - Brushed Latch, Air Bottle Compt - Southco C2, Chrome, Non-Locking Insert, Air Bottle Compt - Rubber Matting 238 0648325 Compt, Air Bottle, Double, Common Triple Door, Fender Panel 2 Qty, Air Bottle Comp - 2 Door Finish, Fender Compt - Brushed Location, Fender Compt - Double - LS Fwd - DEF Combo and Double - LS Rear - Fuel Combo Latch, Air Bottle Compt - Southco C2, Chrome, Non-Locking Insert, Air Bottle Compt - Rubber Matting 239 0657522 Compt, Air Bottle, Triple, Fender Panel 1 Qty, Air Bottle Comp - 1 Door Finish, Fender Compt - Brushed Location, Fender Compt - Triple - RS Fwd 12/12/2018 10:27 AM Page 7873Bid #: Line Option Type Option Description Qty 239 Latch, Air Bottle Compt - Southco C2, Chrome, Non-Locking Insert, Air Bottle Compt - Rubber Matting 240 0584369 Holder, Air Bottle Zico KD-UN-6-30-2-SFCRS, Compt Mt w/Tracks 4 Qty, Bracket - 04 Location, Bracket/comp. - in the P2 compartment 241 0004225 Ladder, 24' Duo-Safety 900A 2-Section 1 242 0004230 Ladder, 14' Duo-Safety 775A Roof 1 243 0594751 Rack, Ladders, in RS Full Depth Body, Smooth Aluminum Door 1 244 0014245 Ladder, 10' Duo-Safety Folding 585A, w/Mounting 1 Location, Folding Ladder - Ladder Compartment 245 0602877 Pike Pole, Pumper, Provided by Fire Department, NFPA 2016 1 Pike Pole Make/Model - Duo-Safety 10' Pike Pole 246 0602875 Pike Pole, 6', Pumper, Provided by Fire Department, NFPA 2016 1 Pike Pole Make/Model - Duo-Safety 6' Pike Pole 247 0530919 Tubes, Poly, Pike Pole Storage 6 Location - ladder storage compartment Qty, Pike Pole Tubes - 06 248 0785102 Steps, Folding, Front of Body, Cargo Bed Access, w/LED, Trident 1 Coating, Step - black Location, Steps - Full Height Left Side w/LED Light 249 0559536 Ladder, Top Access, Alum, LH Rear, PUC style, Pumper/Tanker 1 250 0591914 Step, Folding - Extra, Body Only, Black, w/LED, Trident 3 Qty, Folding Step - 03 Location, Steps Additional - LS Front Bulkhead - 1, LS Front Bulkhead - 2 and LS Front Bulkhead - 3 251 0004415 Pump, Waterous, CS, 1250 GPM, Single Stage 1 252 0004482 Seal, Mechanical, Waterous 1 253 0559769 Trans, Pump, Waterous C20 Series 1 254 0635600 Pumping Mode, Stationary Only 1 255 0605125 Pump Shift, Air w/o Manual Override, Split Shaft, Interlocked, Waterous 1 256 0003148 Transmission Lock-up, EVS 1 257 0004547 Auxiliary Cooling System 1 258 0014486 Not Required, Transfer Valve, Stage Pump 1 259 0004517 Valve, Relief Intake, Elkhart, Set @ 125 PSI 1 260 0692045 Controller, Pressure, FRC, Pump Boss, PBA400 1 261 0641743 Primer, Waterous, VPO Motor, (1) VAP Valve, (1) Push Button Control 1 262 0780364 Manuals, Pump, (2) Total, Electronic Copies 1 263 0603129 Plumbing, Stainless Steel and Hose, Single Stage Pump 1 264 0795135 Plumbing, Stainless Steel, w/Foam System 1 265 0004645 Inlets, 6.00" - 1250 GPM or Larger Pump 1 266 0602448 Cap, Main Pump Inlet, Provided by Fire Department, NFPA 2016 1 267 0668153 Valve, w/Relief, RS Inlet, 6", Elkhart UBEC1 Electric LED Control 1 268 0067598 SP Valves, Waterous - All Outlets; Brand For All Inlet Valves - Akron or Elkhart 1 Valve, Brand - Elkhart 269 0004660 Inlet, Left Side, 2.50"1 270 0029147 Not Required, Inlet, Right Side 1 271 0004686 Valve, Inlet(s) Recess Behind Panel, Side Cntrl 1 Qty, Inlets - 1 272 0004700 Control, Inlet, at Valve 1 273 0544977 Inlet, Rear, 4"-6" w/5" Plmb, Thru Tank, RS, w/Bleeder Valve 1 Inlet, Size - Five 274 0004799 Cap, Rear Inlet, Long Handle, VLH 1 275 0024831 Control, Rear Inlet, Electric, w/Indicator Lights 1 276 0009662 Intake Relief Valve, Rear Inlet 1 277 0092568 No Rear Auxiliary Inlet Requested 1 278 0563738 Valve, .75" Bleeder, Aux. Side Inlet, Swing Handle 1 279 0024751 Tank to Pump, (1) 3.50" Valve, 3.00" Plumbing, Waterous Valve 1 280 0604842 SP Outlet, Tank Fill, 1.50", 2.50" Waterous Full Flow Valve 1 281 0004940 Outlet, Left Side, 2.50"2 Qty, Discharges - 02 282 0092570 Not Required, Outlets, Left Side Additional 1 12/12/2018 10:27 AM Page 8873Bid #: Line Option Type Option Description Qty 283 0004945 Outlet, Right Side, 2.50"1 Qty, Discharges - 01 284 0092571 Not Required, Outlets, Right Side Additional 1 285 0005046 Outlet, 4" w/3.50" Waterous Valve, Right, Waterous Handwheel 1 286 0649939 Outlet, Front, 1.50" w/2" Plumbing 1 Fitting, Outlet - 1.50" NST with 90 degree swivel Drain, Front Outlet - Automatic Location, Front, Single - in center bumper tray 287 0004995 Outlet, Rear, 2.50"1 Qty, Discharges - 01 Location, Outlet - b) left side 288 0092574 Not Required, Outlet, Rear, Additional 1 289 0004990 Outlet, Front HB, 2.50" w/2.50" Plumbing 1 Location - on the right side far #4 hose bed Qty, Discharges - 01 290 0085076 Caps for 1.50" to 3.00" Discharge, VLH 1 291 0563739 Valve, 0.75" Bleeder, Discharges, Swing Handle 1 292 0005091 Elbow, Left Side Outlets, 45 Degree, 2.50" FNST x 2.50" MNST, VLH 1 293 0035094 Not Required, Elbow, Left Side Outlets, Additional 1 294 0025091 Elbow, Right Side Outlets, 45 Degree, 2.50" FNST x 2.50" MNST, VLH 1 295 0089584 Not Required, Elbow, Right Side Outlets, Additional 1 296 0045091 Elbow, Rear Outlets, 45 Degree, 2.50" FNST x 2.50" MNST, VLH 1 297 0085695 Not Required, Elbow, Rear Outlets, Large, Additional 1 298 0005097 Elbow, Large Dia Outlet, 30 Deg, 4.00" FNST x 5.00" Storz 1 Qty, - 01 299 0549820 SP Control, Outlets, Elec, Elkhart, UICS (CAFS) and Manual 3 Location - two forward crosslays and the front bumper discharge Qty, Discharges - 03 300 0789918 SP Outlet, 3.00" Deluge, Waterous 3.50" Valve w/HW, TFT XG12 riser 1 301 0777050 Monitor, TFT Crossfire XFT-NJ, No Ground Base 1 Monitor Finish - Painted 302 0040423 Nozzle, TFT Master Stream 1250 M-R, 1250 GPM, Manual 1 303 0046857 Deluge Mount, For TFT Crossfire Monitor, TFT Manual Extend-A-Gun Only 1 304 0794366 SP Crosslay(s), 1.50", w/ Outlets, Swivel Below Poly Trays 3 Capacity, Special Xlay - 200' of 1.75", these trays shall be the same size as the aerial 32207 Qty, Crosslays - 3 305 0029196 Not Required, 2.50" Crosslay 1 306 0029260 Not Required, Speedlays 1 307 0771515 SP Hose Restraint, X-lay/Speedlay/Deadlay, Vinyl, Velcro, Seat Belt, Release Strap 1 Color, Vinyl Cover - c) black Nylon Web Color - Red 308 0075206 Cover, Crosslay, Bi-fold 3\16" Alum Treadplate 1 309 0791054 SP Crosslays, 15.00" Lower Than Standard 1 310 0771292 SP Plumbing for Future Foam Sys, Waterous Aquis 1.5, 3.0 or 6.0 (Single Agent)1 Discharge - front bumper, two 1.75" crosslays and rear 2.50 Amount of Disc. W/Foam - 4 311 0763822 SP Dealer/Customer Installed, Waterous 200 cfm, PTO, Platinum CAFS System 1 312 0763825 SP Plumbing for Future CAFS System Discharge(s), Waterous Platinum 4 Qty - 4 Discharge, Outlet Locations - Crosslay Center, Crosslay Front, Front Bumper Center and Rear Outlet Left Side 313 0552517 Not Required, Refill, Foam Tank 1 314 0031896 Demonstration, Foam System, Dealer Provided 1 315 0005446 Foam Cell, 20 Gallon, Not Reduce Water 1 Type of Foam - Class "A" 316 0091036 Drain, 1.00" Foam Tank #1 1 317 0091079 Not Required, Foam Tank #2 1 318 0091112 Not Required, Foam Tank #2 Drain 1 319 0005498 Pump House, Side Control, 52"1 320 0594577 Pump Panel Configuration, Match Previous Unit, as Close as Possible 1 Fill in Blank - 32207 12/12/2018 10:27 AM Page 9873Bid #: Line Option Type Option Description Qty 321 0635355 Material, Pump Panels, Side Control Painted FormCoat Black 1 Material Finish, Pump Panel, Side Control - Painted FormCoat Black Material, Pump Panel, Side Control - Aluminum 322 0664612 Panel, Pump Access - Vertical Hinged, Right Side, Hinged Left Side Gauge Pnl 1 323 0037731 Pump House Structure, Raised, Included with Ladder Storage 1 324 0583824 Light, Pump Compt, Wln 3SC0CDCR LED White 1 Qty, - 01 325 0586382 Gauges, Engine, Included With Pressure Controller 1 326 0005601 Throttle Included w/ Pressure Controller 1 327 0549333 Indicators, Engine, Included with Pressure Controller 1 328 0692286 Cold Climate Package, Pump House, Level 2 1 329 0005690 Gauges, 6.00" Master, Class 1, 30"-0-600psi 1 330 0511100 Gauge, 2.00" Pressure, Class 1, 30"-0-400psi 1 331 0607159 Gauge, Water Level, FRC, WLA 300-A00, TankVision Pro 1 332 0060753 Water Level Gauge, Wln PSTANK, LED 1-Light, 4-Level 2 Qty, - 02 Activation, Water Level G - pb) parking brake is applied Location, Water Level Gauge - Each Side Custom Cab 333 0594215 SP Gauge, Foam Level, Innovative Controls, SL 10 LED's 1 334 0593161 Light Shield, S/S LED 1 335 0606697 Air Horns, (2) Grover, In Bumper 1 336 0606835 Location, Air Horns, Bumper, Each Side, Outside Frame, Outboard (Pos #1 & #7)1 337 0006063 Control, Air Horn, Horn Ring, PS Foot Sw 1 338 0525667 Siren, Wln 295SLSA1, 100 or 200 Watt 1 339 0510206 Location, Elect Siren, Recessed Overhead In Console 1 Location, Elec Siren - Overhead, Above Eng Tunnel DS 340 0076156 Control, Elec Siren, Head Only 1 341 0601304 Speaker, (2) Wln, SA315P, w/Pierce Polished Stainless Steel Grille, 100 watt 1 Connection, Speaker - siren head 342 0601558 Location, Speaker, Frt Bumper, Recessed, Ea Side, Outside Frame, Inbrd (Pos 2/6)1 343 0016080 Siren, Federal Q2B 1 344 0006095 Siren, Mechanical, Mounted Above Deckplate 1 Location, Siren, Mech - a) Left 345 0647313 SP Control, Mech Siren, DS Membrane Sw, PS Footswitch 1 346 0056061 Bracket, Wedge Style, (2) Foot Switches, Pass Side 1 Location - to the left and in front of the officer for the mechanical siren and air horn switches 347 0761794 SP Lightbar, Wln, Freedom IV-Q, 72", RRRWBRBOptBRBWRRR 1 Opticom Priority - b) High Opticom Activation - Cab Switch & E-Master Momentary Opticom Activation - No Activation Filter, Whl Freedom Ltbrs - No Filters 348 0540460 Light, Front Zone, Wln M6*C LED, Clear Lens, 4lts Q Bezel 1 Color, Lt DS Frnt Outside - DS Front Outside Red Color, Lt PS Frnt Outside - PS Front Outside Blue Color, Lt DS Front Inside - w) DS Front Inside White Color, Lt PS Front Inside - w) PS Front Inside White 349 0784976 SP Lights, Side Zone Lower, Wln M6**, 3pr 1 Location, Lights Front Side - b)each side bumper Color, Lens, LED's - Clear Location, Lights Mid Side - Rearward of Crew Cab Doors Location, Lights Rear Side - Over Rear Wheels Color, Lt Side Front, DS - Red Color, Lt Side Front, PS - Red Color, Lt Side Mid DS - Red Color, Lt Side Mid PS - Red Color, Lt Side Rear PS - Red Color, Lt Side Rear DS - Red 350 0564655 Lights, Rear Zone Lower, Wln M6*C LED, Clear Lens, For Tail Lt Housing 1 Color, Lt DS Rear - r) DS Rear Lt Red Color, Lt PS Rear - b) PS Rear Lt Blue 351 0641361 Light, Rear Zone Upper, Wln Rota-Beam R316*F LED Beacon, Clear Lens 1 Color, Lts, Rear Zone Upper - rb) red/blue 12/12/2018 10:27 AM Page 10873Bid #: Line Option Type Option Description Qty 352 0006551 Not Required, Lights, Rear Upper Zone Blocking 1 353 0590000 No Hose Bed Warn Light Brackets Req'd, Lights Mtd on Hatch/Body Compts, PUC 1 354 0791528 Light, Traffic Directing, Wln TAL65, 36.00" Long, TACTL5 1 Activation, Traffic Dir L - Not Connected 355 0580621 Location, Traf Dir Lt, Recessed Into Rear Wall 1 356 0530290 Location, Traf Dir Lt Controller, Overhead Recessed Console, above Eng Tnl PS 1 357 0006646 Electrical System, 120/240VAC, General Design 1 358 0516616 Generator, Harrison 6kW MCR Hydraulic, Hotshift PTO 1 Generator Interlocks - No Interlocks 359 0006645 Location, Hydraulic Generator Above Pump 1 Location, Generator(s) - Over Pump, Left Side 360 0016752 Starting Sw, Truck Engine Powered Gen, Cab Sw Pnl 1 361 0016757 Not Required, Remote Start, Generator 1 362 0016740 Not Required, Fuel System 1 363 0016767 Not Required, Oil Drain Extension, Generator 1 364 0016771 Not Required, Routing Exhaust, Generator 1 365 0036738 Circuit Breaker Panel, Included With PTO Generator 1 Location, Circuit Breaker Panel - LS3, Left Wall Low 366 0683945 SP Reel, Elect Cable, Akron, ERWC-15-10, (3) Wire 1 Location, Cord Reel - in the rear compartment Qty, Cord Reels - 1 Reel Guide - b) Captive roller Finish, Reel - Powder Coated Silver 367 0006828 Cord, Electric, 10/3 Yellow, 3 Wire 1 Lengths of Elect Cord - 1 Feet of Yellow Cord - e)200 Connection, Cord - Direct connection 368 0619261 Box, Junc, Circle-D, 3Wire, 4-20A 120V SB 1 Qty, - 01 Connection, Electric Plug / Inlet (Male) - Direct Connection Color, Electrical Junction Box, Circle D - Silver Hammertone 369 0098806 Holder, Junction Box, Cir-D 213, Vertical Wall Mount 1 Location - in the R2 compartment mounted at pick up Qty, - 1 370 0781579 Receptacle, 15/20A 120V 3-Pr 3-Wr, NEMA 5-20R SB Dup, 1st, Interior Cab 1 Qty, - 01 Location 1 - in EMS box in the upper left hand corner of the box AC Power Source - Shoreline Cover, Receptacle - Interior SS Wall Plate(s) 371 0519934 Not Required, Brand, Hydraulic Tool System 1 372 0649753 Not Required, PTO Driven Hydraulic Tool System 1 373 0649750 Not Required, Hydraulic Reels 1 374 0007150 Bag of Nuts and Bolts 1 Qty, Bag Nuts and Bolts - 1 375 0602516 NFPA Required Loose Equipment, Pumper, NFPA 2016, Provided by Fire Department 1 376 0610099 Soft Suction Hose, Provided by Fire Department, Pumper ULC Classification 1 377 0027023 No Strainer Required 1 378 0602538 Extinguisher, Dry Chemical, Pumper NFPA 2016 Class, Provided by Fire Department 1 379 0602360 Extinguisher, 2.5 Gal. Pressurized Water, Pumper NFPA 2016,Provided by Fire Dept 1 380 0602679 Axe, Flathead, Pumper NFPA 2016 Classification, Provided by Fire Department 1 381 0602667 Axe, Pickhead, Pumper NFPA 2016 Classification, Provided by Fire Department 1 382 0559682 Paint, Two Tone, Cab, w/Shield, Custom Cab 1 Paint Color, Predefined - #90 Red Paint Color, Upper Area, Predefined - #10 White 383 0646897 Paint Chassis Frame Assy, E-Coat, Standard 1 Paint Color, Frame Assembly, Predefined - Standard Black 384 0693797 No Paint Required, Aluminum Front Wheels 1 385 0693792 No Paint Required, Aluminum Rear Wheels 1 386 0007230 Compartment, Painted, Spatter Gray 1 387 0771397 SP Reflective Band, 1/2"-6"-1/2", with borders, No Gaps (Chanhassen, MN)1 12/12/2018 10:27 AM Page 11873Bid #: Line Option Type Option Description Qty 388 0510041 Reflective across Cab Face, Imp/Vel 1 389 0536954 Stripe, Chevron, Rear, Diamond Grade, Pumper 1 Color, Rear Chevron DG - fluorescent yellow green 390 0027341 Jog, In Reflective Stripe, Single or Multiple 1 Qty, - 1 391 0545179 Stripe, Diamond Grade, Chevron, Front Bumper 1 Size, Chevron Striping - 06 Color, Chevron DG - Yellow Green, Fluorescent Color, Chevron DG - B - Red 392 0552453 Stripe, Reflective, Chevron, Cab and Crew Cab Doors Interior, Diamond Grade 1 Color, Reflect Band - A - p) fluorescent yellow green diamond grade Size, Chevron Striping - 04 Color, Reflect Chev - A - r) red diamond grade 393 0594559 Lettering Specifications, (Sign Gold Process)1 394 0685933 Lettering, Sign Gold, 3.00", (21-40)1 Outline, Lettering - Outline and Shade 395 0685730 Lettering, Sign Gold, 16.00", Each 2 Qty, Lettering - 02 Outline, Lettering - Outline and Shade 396 0675223 SP Lettering, Reflective, 15.00", Each 2 Qty, Lettering - 02 Outline, Lettering - Outline and Shade 397 0685806 Lettering, Sign Gold, 5.00", Each 8 Qty, Lettering - 08 Outline, Lettering - Outline and Shade 398 0685805 Lettering, Sign Gold, 5.00", (1-20)1 Outline, Lettering - Outline and Shade 399 0685734 Lettering, Sign Gold, 12.00", (1-20)1 Outline, Lettering - Outline and Shade 400 0685815 Lettering, Sign Gold, 4.00", (1-20)1 Outline, Lettering - Outline and Shade 401 0685849 Lettering, Sign Gold, 3.00", Each 8 Qty, Lettering - 08 Outline, Lettering - Outline and Shade 402 0056505 Emblem, "Honoring America's Bravest" w/Helmet, Color Image, Std, Pair 1 Qty, - 1 Location, Emblem - one each side of the cab windows 403 0652945 E-Coat, Under Body/Chassis Component Package 1 Paint Color, E-Coat - Black 404 0583547 Undercoating, Cab & Body, Stock/Demo Style, Aerial, Ziebart 1 405 0529225 Manuals, Two (2) CD, Fire Apparatus Parts, Custom Chassis 1 406 0531636 Manual, Two (2) CD, Chassis Service, Custom 1 407 0531638 Manual, Two (2) CD, Chassis Operation, Custom 1 408 0030008 Warranty, Basic, 1 Year, Apparatus, WA0008 1 409 0611136 Warranty, Chassis, 3 Year, Velocity/Impel, WA0284 1 410 0696698 Warranty, Engine, Cummins, 5 Year, WA0181 1 411 0684953 Warranty, Steering Gear, Sheppard M110, 3 Year WA0201 1 412 0595767 Warranty, Frame, 50 Year, Velocity/Impel, Dash CF, WA0038 1 413 0595698 Warranty, Axle, 3 Year, TAK-4, WA0050 1 414 0777368 Warranty, Axle, 2 Year, Meritor, General Service, WA0328 1 415 0652758 Warranty, ABS Brake System, 3 Year, Meritor Wabco, WA0232 1 416 0019914 Warranty, Structure, 10 Year, Custom Cab, WA0012 1 417 0595813 Warranty, Paint, 10 Year, Cab, Pro-Rate, WA0055 1 418 0524627 Warranty, Electronics, 5 Year, MUX, WA0014 1 419 0695416 Warranty, Pierce Camera System, WA0188 1 420 0647720 Warranty, Pierce LED Strip Lights, WA0203 1 421 0046369 Warranty, 5-year EVS Transmission, Standard Custom, WA0187 1 422 0685945 Warranty, Transmission Cooler, WA0216 1 423 0688798 Warranty, Water Tank, Lifetime, UPF, Poly Tank, WA0195 1 424 0596025 Warranty, Structure, 10 Year, Body, WA0009 1 425 0693126 Warranty, AMDOR, Roll-up Door, 10 Year/5 Year Painted, WA0185 1 426 0063510 Warranty, Pump, Waterous, 5 Year Parts, WA0225 1 12/12/2018 10:27 AM Page 12873Bid #: Line Option Type Option Description Qty 427 0648675 Warranty, 10 Year S/S Pumbing, WA0035 1 428 0641372 Warranty, Foam System, Not Available 1 429 0609981 Warranty, Harrison Generator, 6 Year, WA0285 1 430 0595820 Warranty, Paint, 10 Year, Body, Pro-Rate, WA0057 1 431 0595412 Warranty, Graphics Lamination, 1 Year, Apparatus, WA0168 1 432 0683627 Certification, Vehicle Stability, CD0156 1 433 0608290 Certification, Engine Installation, Imp/Vel, Cummins L9, 2017, CD0152/CD0159 1 434 0686786 Certification, Power Steering, CD0098 1 435 0667417 Certification, Cab Integrity, Velocity FR, CD0009 1 436 0548950 Certification, Cab Door Durability, Velocity/Impel, CD0001 1 437 0548967 Certification, Windshield Wiper Durability, Impel/Velocity, CD0005 1 438 0667411 Certification, Electric Window Durability, Velocity/Impel FR, CD0004 1 439 0549273 Certification, Seat Belt Anchors and Mounting, Imp/Vel/Vel SLT, CD0018 1 440 0667416 Certification, Cab Heater and Defroster, Velocity/Impel FR, CD0015 1 441 0667415 Certification, Cab Air Conditioning Performance, Velocity/Impel FR, CD0016 1 442 0545073 Amp Draw Report, NFPA Current Edition 1 443 0002758 Amp Draw, NFPA/ULC Radio Allowance 1 444 0799248 Appleton/Florida BTO 1 445 0000018 PUMPER, 2ND GEN 1 446 0000012 PIERCE CHASSIS 1 447 0004713 ENGINE, OTHER 1 448 0046395 EVS 3000 Series TRANSMISSION 1 449 0020011 WATEROUS PUMP 1 450 0020009 POLY TANK 1 451 0028048 FOAM SYSTEM 1 452 0020006 SIDE CONTROL 1 453 0020007 AKRON VALVES 1 454 0020015 ABS SYSTEM 1 455 0658751 Manufacturing Attribute 1 12/12/2018 10:27 AM Page 13873Bid #: Date: December 12, 2018 Customer: Chanhassen Fire Department Description: One (1) 2019 Pierce Velocity™ Pumper HGAC Price Breakdown: 2019 Velocity™ Pumper $ 659,330 Performance Bond $ 1,806 Steel Surcharge (Pierce) $ 15,808 Two Truck Discount ($ 6,326) Chassis Prepayment Discount ($ 10,376) Full Prepayment Interest Discount ($ 10,344) Trade in Value - 1996 Toyne 2500 Gallon ($ 45,000) Unit Total w/Discounts $ 604,898 Full Payment with Contract Main Unit Features: • Velocity 7010 Cab – 6 Seats – Endure™ Vinyl Seats – Side Roll Airbags • E-Coated Frame Rails – Standard Rust Inhibitor • TAK-4® Independent Suspension • 19” Bumper Extension w/Tray • Cummins ISL 9 450 HP Engine – 3000 Series Transmission • Command Zone III Electronics – Touch Screen –Hand Held Device Connection • Aluminum Long Length Body – 750 Gallon Water 20 Foam – Roller Hosebed cover • Waterous CSU 1500 Single Stage Pump – Cold Climate Package – Waterous Valves • Front bumper discharge • TFT Crossfire Deck Gun • Crosslays with Poly Trays – with Elkhart UICS electric valves • Install customer supplied Foam system and CAFS Compressor • Whelen MSeries Lighting Package – With new Freedom IV Light Bars • Whelen Scene Light Package • Federal Q2B Mechanical Siren • 6KW Harrison Generator – Cord Reel This price quote is good till January 31th 2019. These units would have a 8.0-month lead time from the time of contract. Proposal for Chanhassen Fire Department Prepared by MacQueen Emergency Group 12/12/2018 Chanhassen Fire Department 1 of 131 CONTENTS GENERAL DESIGN AND CONSTRUCTION .................................................................................... 16 QUALITY AND WORKMANSHIP .................................................................................................. 16 DELIVERY ................................................................................................................................ 17 MANUAL AND SERVICE INFORMATION ...................................................................................... 17 SAFETY VIDEO ........................................................................................................................ 17 PERFORMANCE TESTS .............................................................................................................. 17 SERVICE AND WARRANTY SUPPORT ......................................................................................... 18 LIABILITY ................................................................................................................................ 18 INSURANCE PROVIDED BY BIDDER ........................................................................................... 18 COMMERCIAL GENERAL LIABILITY INSURANCE ......................................................................... 18 COMMERCIAL AUTOMOBILE LIABILITY INSURANCE ................................................................... 19 UMBRELLA/EXCESS LIABILITY INSURANCE ................................................................................ 19 INSURANCE PROVIDED BY MANUFACTURER .............................................................................. 19 PRODUCT LIABILITY INSURANCE .............................................................................................. 19 UMBRELLA/EXCESS LIABILITY INSURANCE ................................................................................ 20 SINGLE SOURCE MANUFACTURER ............................................................................................. 20 NFPA 2016 STANDARDS ........................................................................................................... 20 NFPA COMPLIANCY .................................................................................................................. 21 VEHICLE INSPECTION PROGRAM CERTIFICATION ...................................................................... 21 PUMP TEST ............................................................................................................................. 21 GENERATOR TEST ................................................................................................................... 21 BREATHING AIR TEST .............................................................................................................. 22 ABILITY TO PROVIDE SERVICE ................................................................................................. 22 PRE-DELIVERY SERVICE ........................................................................................................... 23 DELIVERY TRAINING ................................................................................................................ 23 INSPECTION TRIP(S) ............................................................................................................... 23 AFTERMARKET SUPPORT WEBSITE ........................................................................................... 23 BID BOND ............................................................................................................................... 24 PERFORMANCE BOND .............................................................................................................. 25 APPROVAL DRAWING ............................................................................................................... 25 ELECTRICAL WIRING DIAGRAMS .............................................................................................. 25 Chanhassen Fire Department 2 of 131 VELOCITY CHASSIS .................................................................................................................. 25 WHEELBASE ............................................................................................................................ 25 GVW RATING ........................................................................................................................... 25 FRAME .................................................................................................................................... 25 FRONT NON DRIVE AXLE .......................................................................................................... 26 FRONT SUSPENSION ................................................................................................................ 26 FRONT SHOCK ABSORBERS ...................................................................................................... 27 FRONT OIL SEALS .................................................................................................................... 27 FRONT TIRES .......................................................................................................................... 27 REAR AXLE .............................................................................................................................. 27 TOP SPEED OF VEHICLE ........................................................................................................... 27 REAR SUSPENSION .................................................................................................................. 27 REAR OIL SEALS ...................................................................................................................... 27 REAR TIRES ............................................................................................................................ 28 TIRE BALANCE ......................................................................................................................... 28 TIRE PRESSURE MANAGEMENT ................................................................................................. 28 FRONT HUB COVERS ................................................................................................................ 28 REAR HUB COVERS .................................................................................................................. 28 CHROME LUG NUT COVERS ...................................................................................................... 28 MUD FLAPS ............................................................................................................................. 28 WHEEL CHOCKS ...................................................................................................................... 28 WHEEL CHOCK BRACKETS ........................................................................................................ 28 ELECTRONIC STABILITY CONTROL ........................................................................................... 29 ANTI-LOCK BRAKE SYSTEM ...................................................................................................... 29 AUTOMATIC TRACTION CONTROL ............................................................................................ 29 BRAKES ................................................................................................................................... 29 BRAKE SYSTEM AIR COMPRESSOR ............................................................................................ 30 BRAKE SYSTEM ........................................................................................................................ 30 BRAKE SYSTEM AIR DRYER ...................................................................................................... 30 BRAKE LINES ........................................................................................................................... 30 AIR INLET WITH AUTOMATIC EJECT ......................................................................................... 30 COVER OVER AIR INLET ........................................................................................................... 31 Chanhassen Fire Department 3 of 131 ENGINE ................................................................................................................................... 31 HIGH IDLE .............................................................................................................................. 31 CLUTCH FAN ........................................................................................................................... 31 ENGINE AIR INTAKE ................................................................................................................ 32 EXHAUST SYSTEM .................................................................................................................... 32 EXHAUST MODIFICATION ......................................................................................................... 32 RADIATOR............................................................................................................................... 32 COOLANT LINES ...................................................................................................................... 33 FUEL TANK .............................................................................................................................. 33 DIESEL EXHAUST FLUID TANK .................................................................................................. 33 FUEL SHUTOFF ........................................................................................................................ 34 FUEL COOLER .......................................................................................................................... 34 FUEL FILL DOOR ...................................................................................................................... 34 TRANSMISSION ....................................................................................................................... 34 TRANSMISSION SHIFTER ......................................................................................................... 34 TRANSMISSION COOLER .......................................................................................................... 35 DRIVELINE .............................................................................................................................. 35 STEERING ............................................................................................................................... 35 STEERING WHEEL .................................................................................................................... 35 LOGO AND CUSTOMER DESIGNATION ON DASH ........................................................................ 36 BUMPER .................................................................................................................................. 36 GRAVEL PAN ........................................................................................................................ 36 CENTER HOSE TRAY ................................................................................................................ 36 CENTER HOSE TRAY COVER ..................................................................................................... 36 LIFT AND TOW MOUNTS .......................................................................................................... 36 TOW HOOKS ........................................................................................................................... 37 CAB ........................................................................................................................................ 37 INTERIOR CAB INSULATION ..................................................................................................... 38 FENDER LINERS ....................................................................................................................... 38 PANORAMIC WINDSHIELD ........................................................................................................ 38 WINDSHIELD WIPERS .............................................................................................................. 38 FAST SERVICE ACCESS FRONT TILT HOOD ................................................................................ 39 Chanhassen Fire Department 4 of 131 ENGINE TUNNEL ...................................................................................................................... 39 CAB REAR WALL EXTERIOR COVERING ..................................................................................... 40 CAB LIFT ................................................................................................................................. 40 Cab Lift Interlock .................................................................................................................. 41 GRILLE .................................................................................................................................... 41 CAB GRILLE DESIGN ................................................................................................................ 41 FRONT CAB TRIM .................................................................................................................... 41 SIDE OF CAB MOLDING ............................................................................................................ 41 MIRRORS ................................................................................................................................ 41 CAB DOORS ............................................................................................................................. 41 CAB DOOR PANELS ............................................................................................................... 42 RECESSED POCKET WITH ELASTIC COVER ................................................................................ 42 ELECTRIC WINDOW CONTROLS ................................................................................................ 42 CAB STEPS .............................................................................................................................. 42 CAB EXTERIOR HANDRAILS ...................................................................................................... 43 STIRRUP STEPS ....................................................................................................................... 43 STEP LIGHTS ........................................................................................................................... 43 FENDER CROWNS .................................................................................................................... 43 CREW CAB WINDOWS .............................................................................................................. 43 WINDOWS INTERIOR TRIM ...................................................................................................... 43 WINDOW PROTECTOR BARS, CREW CAB DOORS ....................................................................... 43 WINDSHIELD WASHER BOTTLE ................................................................................................ 44 WEBSITE ................................................................................................................................. 44 CAB ROOF DRIP RAIL ............................................................................................................... 44 MOUNTING PLATE ON ENGINE TUNNEL .................................................................................... 44 CAB INTERIOR......................................................................................................................... 44 CAB INTERIOR UPHOLSTERY .................................................................................................... 45 CAB INTERIOR PAINT .............................................................................................................. 45 CAB FLOOR ............................................................................................................................. 45 CAB DEFROSTER ...................................................................................................................... 45 CAB/CREW CAB HEATER ........................................................................................................... 46 AIR CONDITIONING ................................................................................................................. 46 Chanhassen Fire Department 5 of 131 INTERIOR CAB INSULATION ..................................................................................................... 47 SUN VISORS ............................................................................................................................ 47 GRAB HANDLE ......................................................................................................................... 47 ENGINE COMPARTMENT LIGHTS ............................................................................................... 47 ACCESS TO ENGINE DIPSTICKS ................................................................................................ 47 SIDE ROLL PROTECTION .......................................................................................................... 47 SEATING CAPACITY ................................................................................................................. 48 DRIVER SEAT .......................................................................................................................... 48 OFFICER SEAT ......................................................................................................................... 49 RADIO COMPARTMENT ............................................................................................................ 49 REAR FACING DRIVER SIDE OUTBOARD SEAT ........................................................................... 49 REAR FACING PASSENGER SIDE OUTBOARD SEAT ..................................................................... 50 FORWARD FACING DRIVER SIDE OUTBOARD SEAT .................................................................... 50 FORWARD FACING CENTER CABINET ........................................................................................ 50 Cabinet Light ........................................................................................................................ 51 FORWARD FACING PASSENGER SIDE OUTBOARD SEAT .............................................................. 51 SEAT UPHOLSTERY .................................................................................................................. 51 SEAT BELTS ............................................................................................................................ 51 SHOULDER HARNESS HEIGHT ADJUSTMENT .............................................................................. 52 HELMET STORAGE PROVIDED BY FIRE DEPARTMENT ................................................................. 52 CAB DOME LIGHTS .................................................................................................................. 52 OVERHEAD MAP LIGHTS .......................................................................................................... 52 PORTABLE HAND LIGHTS, PROVIDED BY FIRE DEPARTMENT ...................................................... 52 CAB INSTRUMENTATION .......................................................................................................... 53 GAUGES .................................................................................................................................. 53 INDICATOR LAMPS .................................................................................................................. 54 ALARMS .................................................................................................................................. 56 INDICATOR LAMP AND ALARM PROVE-OUT ............................................................................... 56 CONTROL SWITCHES ............................................................................................................... 56 CUSTOM SWITCH PANELS ....................................................................................................... 57 DIAGNOSTIC PANEL ................................................................................................................. 57 CAB LCD DISPLAY .................................................................................................................... 58 Chanhassen Fire Department 6 of 131 AIR RESTRICTION INDICATOR ................................................................................................. 58 "DO NOT MOVE APPARATUS" INDICATOR ................................................................................. 58 DO NOT MOVE TRUCK MESSAGES ............................................................................................. 59 SWITCH PANELS ...................................................................................................................... 59 WIPER CONTROL ..................................................................................................................... 60 SPARE CIRCUIT ....................................................................................................................... 60 SPARE CIRCUIT ....................................................................................................................... 60 SPARE CIRCUIT ....................................................................................................................... 60 SPARE CIRCUIT ....................................................................................................................... 61 RECESS, DASH PANEL .............................................................................................................. 61 SWIVEL MOUNT ....................................................................................................................... 61 INFORMATION CENTER ............................................................................................................ 61 GENERAL SCREEN DESIGN .................................................................................................... 62 HOME/TRANSIT SCREEN ....................................................................................................... 62 ON SCENE SCREEN ............................................................................................................... 62 VIRTUAL BUTTONS ............................................................................................................... 63 PAGE SCREEN ...................................................................................................................... 63 VEHICLE DATA RECORDER ....................................................................................................... 65 Seat Belt Monitoring System .................................................................................................. 65 TWO WAY RADIO INSTALLATION ............................................................................................. 66 TWO WAY RADIO SPEAKER INSTALLATION ............................................................................... 66 TWO-WAY RADIO CABLE INSTALLATION .................................................................................. 66 RADIO ANTENNA MOUNT ......................................................................................................... 66 VEHICLE CAMERA SYSTEM ....................................................................................................... 66 ELECTRICAL POWER CONTROL SYSTEM .................................................................................... 67 SOLID-STATE CONTROL SYSTEM .............................................................................................. 67 CIRCUIT PROTECTION AND CONTROL DIAGRAM ....................................................................... 68 ON-BOARD ADVANCED/VISUAL ELECTRICAL SYSTEM DIAGNOSTICS ........................................... 68 TECH MODULE WITH WIFI ....................................................................................................... 69 PROGNOSTICS ......................................................................................................................... 69 ADVANCED DIAGNOSTICS ..................................................................................................... 70 INDICATOR LIGHT AND ALARM PROVE-OUT SYSTEM ................................................................. 70 Chanhassen Fire Department 7 of 131 VOLTAGE MONITOR SYSTEM .................................................................................................... 70 DEDICATED RADIO EQUIPMENT CONNECTION POINTS .............................................................. 70 ENHANCED SOFTWARE ............................................................................................................ 70 EMI/RFI PROTECTION .............................................................................................................. 71 ELECTRICAL ............................................................................................................................ 71 BATTERY SYSTEM .................................................................................................................... 72 BATTERY SYSTEM .................................................................................................................... 72 MASTER BATTERY SWITCH ...................................................................................................... 72 BATTERY COMPARTMENTS ....................................................................................................... 73 JUMPER STUDS........................................................................................................................ 73 BATTERY CHARGER ................................................................................................................. 73 AUTO EJECT FOR SHORELINE ................................................................................................... 73 ALTERNATOR .......................................................................................................................... 74 ELECTRONIC LOAD MANAGER .................................................................................................. 74 SEQUENCER ............................................................................................................................ 74 HEADLIGHTS ........................................................................................................................... 75 DIRECTIONAL LIGHTS .............................................................................................................. 75 INTERMEDIATE LIGHT ............................................................................................................. 75 CAB CLEARANCE/MARKER/ID LIGHTS ........................................................................................ 75 REAR CLEARANCE/MARKER/ID LIGHTING .................................................................................. 76 REAR FMVSS LIGHTING ............................................................................................................ 76 LICENSE PLATE BRACKET ......................................................................................................... 77 LIGHTING BEZEL ..................................................................................................................... 77 BACK-UP ALARM ...................................................................................................................... 77 CAB PERIMETER SCENE LIGHTS ................................................................................................ 77 PUMP HOUSE PERIMETER LIGHTS ............................................................................................ 77 BODY PERIMETER SCENE LIGHTS ............................................................................................. 77 STEP LIGHTS ........................................................................................................................... 77 12 VOLT LIGHTING .................................................................................................................. 78 12 VOLT LIGHTING .................................................................................................................. 78 12 VOLT LIGHTING .................................................................................................................. 78 WALKING SURFACE LIGHT ....................................................................................................... 79 Chanhassen Fire Department 8 of 131 12 VOLT LIGHTING .................................................................................................................. 79 HOSE BED LIGHTS ................................................................................................................... 79 WATER TANK .......................................................................................................................... 79 WATEROUS AUTOMATIC DIRECT TANK FILL SYSTEM ................................................................. 80 HOSE BED ............................................................................................................................... 81 HOSE BED DIVIDER ................................................................................................................. 81 HOSE BED COVER .................................................................................................................... 82 RUNNING BOARDS ................................................................................................................... 82 TAILBOARD ............................................................................................................................. 82 REAR WALL, SMOOTH ALUMINUM/BODY MATERIAL ................................................................... 82 TOW BAR ................................................................................................................................ 82 RUNNING BOARD HOSE RESTRAINT ......................................................................................... 83 HOSE TRAY ............................................................................................................................. 83 COMPARTMENTATION .............................................................................................................. 83 UNDERBODY SUPPORT SYSTEM ................................................................................................ 84 AGGRESSIVE WALKING SURFACE .............................................................................................. 84 LOUVERS ................................................................................................................................ 84 TESTING OF BODY DESIGN ...................................................................................................... 84 LEFT SIDE COMPARTMENTATION ............................................................................................. 85 RIGHT SIDE COMPARTMENTATION ........................................................................................... 86 ROLLUP DOOR, SIDE COMPARTMENTS ...................................................................................... 86 COMPARTMENTATION, REAR .................................................................................................... 87 ROLLUP REAR COMPARTMENT DOOR ........................................................................................ 88 COMPARTMENT LIGHTING ....................................................................................................... 88 COMPARTMENT LIGHTING ....................................................................................................... 89 MOUNTING TRACKS ................................................................................................................. 89 ADJUSTABLE SHELVES ............................................................................................................. 89 SLIDE-OUT FLOOR MOUNTED TRAY .......................................................................................... 89 SWING OUT TOOLBOARD ......................................................................................................... 89 ALUMINUM PEGBOARD............................................................................................................. 90 RUB RAIL ................................................................................................................................ 90 BODY FENDER CROWNS ........................................................................................................... 90 Chanhassen Fire Department 9 of 131 BODY FENDER LINER ............................................................................................................... 90 HARD SUCTION HOSE .............................................................................................................. 90 HANDRAILS ............................................................................................................................. 90 HANDRAILS ............................................................................................................................. 91 EXTINGUISHER/AIR BOTTLE/ STORAGE (Triangular) .................................................................. 91 AIR BOTTLE COMPARTMENT STRAP .......................................................................................... 91 AIR BOTTLE STORAGE (Triple) .................................................................................................. 91 AIR BOTTLE COMPARTMENT STRAP .......................................................................................... 91 AIR BOTTLE STORAGE (Double) ................................................................................................ 91 AIR BOTTLE COMPARTMENT STRAP .......................................................................................... 92 AIR BOTTLE HOLDERS ............................................................................................................. 92 EXTENSION LADDER ................................................................................................................ 92 ROOF LADDER ......................................................................................................................... 92 LADDER STORAGE ................................................................................................................... 92 FOLDING LADDER .................................................................................................................... 92 PIKE POLE PROVIDED BY FIRE DEPARTMENT ............................................................................ 92 6' PIKE POLE PROVIDED BY FIRE DEPARTMENT ......................................................................... 92 PIKE POLE STORAGE ................................................................................................................ 93 FOLDING STEPS FRONT OF BODY ............................................................................................. 93 LADDER, TOP ACCESS .............................................................................................................. 93 PUMP ...................................................................................................................................... 93 PUMP TRANSMISSION .............................................................................................................. 94 PUMPING MODE ...................................................................................................................... 95 AIR PUMP SHIFT ...................................................................................................................... 95 TRANSMISSION LOCK-UP ......................................................................................................... 95 AUXILIARY COOLING SYSTEM................................................................................................... 95 INTAKE RELIEF VALVE ............................................................................................................. 95 PRESSURE CONTROLLER .......................................................................................................... 96 PRIMER SYSTEM ...................................................................................................................... 96 PUMP MANUALS ....................................................................................................................... 96 PLUMBING, STAINLESS STEEL AND HOSE .................................................................................. 96 PLUMBING, FOAM SYSTEM ....................................................................................................... 96 Chanhassen Fire Department 10 of 131 MAIN PUMP INLETS ................................................................................................................. 97 MAIN PUMP INLET CAP PROVIDED BY FIRE DEPARTMENT .......................................................... 97 INLET BUTTERFLY VALVE ......................................................................................................... 97 VALVES ................................................................................................................................... 97 LEFT SIDE INLET ..................................................................................................................... 97 INLET CONTROL ...................................................................................................................... 97 LARGE DIAMETER REAR INLET ................................................................................................. 97 REAR INLET CAP ...................................................................................................................... 98 REAR INLET CONTROL ............................................................................................................. 98 INTAKE RELIEF VALVE ............................................................................................................. 98 INLET BLEEDER VALVE ............................................................................................................. 98 TANK TO PUMP ........................................................................................................................ 98 TANK REFILL ........................................................................................................................... 98 LEFT SIDE DISCHARGE OUTLETS .............................................................................................. 99 RIGHT SIDE DISCHARGE OUTLETS ........................................................................................... 99 LARGE DIAMETER DISCHARGE OUTLET ..................................................................................... 99 FRONT DISCHARGE OUTLET ..................................................................................................... 99 REAR DISCHARGE OUTLET ....................................................................................................... 99 FRONT OF HOSE BED DISCHARGE OUTLET ............................................................................... 99 DISCHARGE CAPS .................................................................................................................... 99 OUTLET BLEEDER VALVE ........................................................................................................ 100 LEFT SIDE OUTLET ELBOWS ................................................................................................... 100 RIGHT SIDE OUTLET ELBOWS ................................................................................................ 100 REAR OUTLET ELBOWS .......................................................................................................... 100 LARGE DIAMETER OUTLET ELBOWS ........................................................................................ 100 DISCHARGE OUTLET CONTROLS ............................................................................................. 100 DELUGE RISER ...................................................................................................................... 101 TELESCOPIC PIPING .............................................................................................................. 101 MONITOR .............................................................................................................................. 101 NOZZLE................................................................................................................................. 101 CROSSLAY HOSE BEDS ........................................................................................................... 101 HOSE RESTRAINT SIDES ........................................................................................................ 102 Chanhassen Fire Department 11 of 131 CROSSLAY COVER .................................................................................................................. 102 CROSSLAY LOWER THAN STD ................................................................................................. 102 FOAM CONCENTRATE PROPORTIONING SYSTEM PLUMBING (FUTURE INSTALL) ....................... 102 COMPRESSED AIR FOAM SYSTEM ........................................................................................... 102 CAFS SYSTEM PLUMBING (FUTURE INSTALL)........................................................................... 103 FOAM TANK ........................................................................................................................... 103 FOAM TANK DRAIN ................................................................................................................ 103 PUMP COMPARTMENT ............................................................................................................ 103 PUMP MOUNTING .................................................................................................................. 103 PUMP CONTROL PANELS (Side Control) ................................................................................... 103 PUMP PANEL CONFIGURATION ............................................................................................... 104 PUMP AND GAUGE PANEL ....................................................................................................... 104 PUMP COMPARTMENT LIGHT .................................................................................................. 104 ALUMINUM HEAT ENCLOSURE ................................................................................................ 104 ELECTRIC GAUGE HEATER ...................................................................................................... 105 PUMP COMPARTMENT HEATER ............................................................................................... 105 RUBBER BOOT ....................................................................................................................... 105 VACUUM AND PRESSURE GAUGES........................................................................................... 105 PRESSURE GAUGES ................................................................................................................ 105 WATER LEVEL GAUGE ............................................................................................................ 105 WATER LEVEL GAUGE ............................................................................................................ 106 FOAM LEVEL GAUGE .............................................................................................................. 106 LIGHT SHIELD ....................................................................................................................... 107 AIR HORN SYSTEM ................................................................................................................ 107 Air Horn Location ................................................................................................................ 107 AIR HORN CONTROL .............................................................................................................. 107 ELECTRONIC SIREN ............................................................................................................... 107 SPEAKERS ............................................................................................................................. 107 AUXILIARY MECHANICAL SIREN .............................................................................................. 108 BRACKET, FOOT SWITCHES .................................................................................................... 108 FRONT ZONE UPPER WARNING LIGHTS .................................................................................. 108 CAB FACE WARNING LIGHTS .................................................................................................. 109 Chanhassen Fire Department 12 of 131 SIDE ZONE LOWER LIGHTING ................................................................................................ 109 REAR ZONE LOWER LIGHTING ................................................................................................ 109 REAR OF HOSE BED WARNING LIGHTS ................................................................................... 110 TRAFFIC DIRECTING LIGHT .................................................................................................... 110 ELECTRICAL SYSTEM GENERAL DESIGN for ALTERNATING CURRENT ........................................ 110 General .............................................................................................................................. 110 Grounding .......................................................................................................................... 110 Operation ........................................................................................................................... 111 Overcurrent protection ........................................................................................................ 111 Wiring Identification ............................................................................................................ 112 Wet Locations ..................................................................................................................... 112 Dry Locations ..................................................................................................................... 112 Listing ................................................................................................................................ 113 Electrical System Testing ..................................................................................................... 113 Operational Test per Current NFPA 1901 Standard ................................................................. 113 GENERATOR .......................................................................................................................... 113 GENERATOR LOCATION ......................................................................................................... 115 GENERATOR START ............................................................................................................... 115 CIRCUIT BREAKER PANEL ....................................................................................................... 115 ELECTRIC CORD REEL ............................................................................................................ 115 REEL WARRANTY ................................................................................................................... 116 CORD .................................................................................................................................... 116 PORTABLE JUNCTION BOX ..................................................................................................... 116 JUNCTION BOX HOLDER ........................................................................................................ 117 120 VOLT RECEPTACLE .......................................................................................................... 117 LOOSE EQUIPMENT ............................................................................................................... 117 NFPA REQUIRED LOOSE EQUIPMENT PROVIDED BY FIRE DEPARTMENT .................................... 117 SOFT SUCTION HOSE PROVIDED BY FIRE DEPARTMENT .......................................................... 118 DRY CHEMICAL EXTINGUISHER PROVIDED BY FIRE DEPARTMENT ............................................ 118 WATER EXTINGUISHER PROVIDED BY FIRE DEPARTMENT ....................................................... 119 FLATHEAD AXE PROVIDED BY FIRE DEPARTMENT ................................................................... 119 PICKHEAD AXE PROVIDED BY FIRE DEPARTMENT .................................................................... 119 Chanhassen Fire Department 13 of 131 PAINT ................................................................................................................................... 119 PAINT - ENVIRONMENTAL IMPACT ...................................................................................... 120 PAINT CHASSIS FRAME ASSEMBLY .......................................................................................... 121 COMPARTMENT INTERIOR PAINT ........................................................................................... 122 REFLECTIVE STRIPES ............................................................................................................. 122 REAR CHEVRON STRIPING ..................................................................................................... 122 JOG(S) IN REFLECTIVE BAND ................................................................................................. 122 CHEVRON STRIPING ON THE FRONT BUMPER ......................................................................... 122 INVERTED "V" CHEVRON STRIPING ON CAB AND CREW CAB DOORS ........................................ 122 LETTERING ........................................................................................................................... 122 LETTERING ........................................................................................................................... 123 LETTERING ........................................................................................................................... 123 LETTERING ........................................................................................................................... 123 LETTERING ........................................................................................................................... 123 LETTERING ........................................................................................................................... 123 LETTERING ........................................................................................................................... 123 LETTERING ........................................................................................................................... 123 LETTERING ........................................................................................................................... 123 EMBLEM ................................................................................................................................ 123 E-COATING OF STEEL COMPONENTS ...................................................................................... 123 UNDERCOATING, CAB & BODY................................................................................................ 124 FIRE APPARATUS PARTS CD MANUAL ...................................................................................... 125 SERVICE PARTS INTERNET SITE .......................................................................................... 125 CHASSIS SERVICE CD MANUALS ............................................................................................. 126 CHASSIS OPERATION CD MANUALS ........................................................................................ 126 ONE (1) YEAR MATERIAL AND WORKMANSHIP ........................................................................ 126 THREE (3) YEAR MATERIAL AND WORKMANSHIP ..................................................................... 126 ENGINE WARRANTY ............................................................................................................... 126 STEERING GEAR WARRANTY .................................................................................................. 126 FIFTY (50) YEAR STRUCTURAL INTEGRITY .............................................................................. 126 FRONT AXLE THREE (3) YEAR MATERIAL AND WORKMANSHIP WARRANTY ............................... 126 REAR AXLE TWO (2) YEAR MATERIAL AND WORKMANSHIP WARRANTY .................................... 127 Chanhassen Fire Department 14 of 131 ABS BRAKE SYSTEM THREE (3) YEAR MATERIAL AND WORKMANSHIP WARRANTY ..................... 127 TEN (10) YEAR STRUCTURAL INTEGRITY ................................................................................ 127 TEN (10) YEAR PRO-RATED PAINT AND CORROSION ............................................................... 127 FIVE (5) YEAR MATERIAL AND WORKMANSHIP ........................................................................ 127 CAMERA SYSTEM WARRANTY ................................................................................................. 127 COMPARTMENT LIGHT WARRANTY ......................................................................................... 127 TRANSMISSION WARRANTY ................................................................................................... 127 TRANSMISSION COOLER WARRANTY ...................................................................................... 127 WATER TANK WARRANTY ...................................................................................................... 127 TEN (10) YEAR STRUCTURAL INTEGRITY ................................................................................ 127 ROLL UP DOOR MATERIAL AND WORKMANSHIP WARRANTY .................................................... 128 PUMP WARRANTY ....................................................................... Error! Bookmark not defined. TEN (10) YEAR PUMP PLUMBING WARRANTY .......................................................................... 128 SIX (6) YEAR GENERATOR MATERIAL AND WORKMANSHIP WARRANTY .................................... 128 TEN (10) YEAR PRO-RATED PAINT AND CORROSION ............................................................... 128 ONE (1) YEAR MATERIAL AND WORKMANSHIP ........................................................................ 128 VEHICLE STABILITY CERTIFICATION ...................................................................................... 128 ENGINE INSTALLATION CERTIFICATION ................................................................................. 128 POWER STEERING CERTIFICATION ......................................................................................... 128 CAB INTEGRITY CERTIFICATION ............................................................................................ 128 Roof Crush ......................................................................................................................... 129 Additional Roof Crush .......................................................................................................... 129 Side Impact ........................................................................................................................ 129 Frontal Impact .................................................................................................................... 129 Additional Frontal Impact .................................................................................................... 129 CAB DOOR DURABILITY CERTIFICATION ................................................................................. 129 WINDSHIELD WIPER DURABILITY CERTIFICATION .................................................................. 129 ELECTRIC WINDOW DURABILITY CERTIFICATION ................................................................... 129 SEAT BELT ANCHOR STRENGTH ............................................................................................. 130 SEAT MOUNTING STRENGTH .................................................................................................. 130 CAB DEFROSTER CERTIFICATION ........................................................................................... 130 CAB HEATER CERTIFICATION ................................................................................................. 130 Chanhassen Fire Department 15 of 131 CAB AIR CONDITIONING PERFORMANCE CERTIFICATION ........................................................ 130 AMP DRAW REPORT ............................................................................................................... 130 Chanhassen Fire Department 16 of 131 MacQueen Emergency Group is pleased to submit a proposal to Chanhassen Fire Department for a Pierce® triple combination pumper per your request for quotation. The following paragraphs will describe in detail the apparatus, construction methods, and equipment proposed. This proposal will indicate size, type, model and make of components parts and equipment, providing proof of compliance with each and every item (except where noted) in the departments advertised specifications. PIERCE MANUFACTURING was founded in 1913. Since then we have been building bodies with one philosophy, "BUILD THE FINEST". Our skilled craftsmen take pride in their work, which is reflected, in the final product. We have been building fire apparatus since the early "forties" giving Pierce Manufacturing over 75 years of experience in the fire apparatus market. Pierce Manufacturing has built and put into service more than 62,500 apparatus, including more than 33,900 on Pierce custom chassis designed and built specifically for fire and emergency applications. Our Appleton, Wisconsin facility has over 870,000 total square feet of floor space situated on approximately 105 acres of land. Our Bradenton, Florida facility has 300,000 square feet of floor space situated on approximately 38 acres of land. Our beliefs in high ethical standards are carried through in all of our commitments and to everyone with whom we do business. Honesty, Integrity, Accountability and Citizenship are global tenets by which we all live and work. Consequently, we neither engage in, nor have we ever been convicted of price fixing, bid rigging, or collusion in any domestic or international fire apparatus market. Pierce has only one brand of fire apparatus "Pierce", ensuring you are receiving top of the line product that meets your specification. In accordance with the current edition of NFPA 1901 standards, this proposal will specify whether the fire department, manufacturer, or apparatus dealership will provide required loose equipment. Images and illustrative material in this proposal are as accurate as known at the time of publication, but are subject to change without notice. Images and illustrative material are for reference only, and may include optional equipment and accessories and may not include all standard equipment. GENERAL DESIGN AND CONSTRUCTION To control quality, ensure compatibility, and provide a single source for service and warranty, the custom cab, chassis, pump module and body will be entirely designed, assembled/welded and painted in Pierce owned manufacturing facilities. This includes, but not limited to the cab weldment, the pumphouse module assembly, the chassis assembly, the body and the electrical system. QUALITY AND WORKMANSHIP Pierce has set the pace for quality and workmanship in the fire apparatus field. Our tradition of building the highest quality units with craftsmen second to none has been the rule right from the beginning and we demonstrate that ongoing commitment by: Ensuring all steel welding follows American Welding Society D1.1-2004 recommendations for structural steel welding. All aluminum welding follows American Welding society and ANSI D1.2-2003 requirements for structural welding of Chanhassen Fire Department 17 of 131 aluminum. All sheet metal welding follows American welding Society B2.1-2000 requirements for structural welding of sheet metal. Our flux core arc welding uses alloy rods, type 7000 and is performed to American Welding Society standards A5.20-E70T1. Furthermore, all employees classified as welders are tested and certified to meet the American welding Society codes upon hire and every three (3) years thereafter. Pierce also employs and American Welding Society certified welding inspector in plant during working hours to monitor weld quality. Pierce Manufacturing operates a Quality Management System under the requirements of ISO 9001. These standards sponsored by the International Organization for Standardization (ISO) specify the quality systems that are established by the manufacturer for design, manufacture, installation and service. A copy of the certificate of compliance is included with this proposal. In addition to the Quality Management system, we also employ a Quality Achievement Supplier program to insure the vendors and suppliers that we utilize meet the high standards we demand. That is just part of our overall "Quality at the Source" program at Pierce. To demonstrate the quality of our products and services, a list of at least twenty-five (25) fire departments/municipalities that have purchased vehicles for a second time is provided. DELIVERY The apparatus will be delivered under its own power to insure proper break-in of all components while the apparatus is still under warranty. A qualified delivery representative shall deliver the apparatus and remain for a sufficient length of time to instruct personnel in proper operation, care and maintenance of the equipment delivered. MANUAL AND SERVICE INFORMATION At time of delivery, complete operation and maintenance manuals covering the apparatus will be provided. A permanent plate will be mounted in the driver's compartment specifying the quantity and type of fluids required including engine oil, engine coolant, transmission, pump transmission lubrication, pump primer and drive axle. SAFETY VIDEO At the time of delivery Pierce will also provide one (1) 39-minute, professionally produced apparatus safety video, in DVD format. This video will address key safety considerations for personnel to follow when they are driving, operating, and maintaining the apparatus, including the following: vehicle pre- trip inspection, chassis operation, pump operation, aerial operation, and safety during maintenance. PERFORMANCE TESTS A road test will be conducted with the apparatus fully loaded and a continuous run of no less than ten (10) miles. During that time the apparatus will show no loss of power nor will it overheat. The transmission drive shaft or shafts and the axles will run quietly and be free of abnormal vibration or noise. The apparatus when fully loaded will not have less than 25 percent nor more than 50 percent on the front axle, and not less than 50 percent nor more than 75 percent on the rear axle. The apparatus will meet NFPA 1901 acceleration and braking requirements. Chanhassen Fire Department 18 of 131 SERVICE AND WARRANTY SUPPORT Pierce dealership support will be provided by MacQueen Emergency Group by operating a Pierce authorized service center. The service center will have factory-trained mechanics on staff versed in Pierce fire apparatus. The service facility will be located within twenty-five (25) miles of the fire department. In addition to the dealership, Pierce has service facilities located in both, Weyauwega, Wisconsin and Bradenton, Florida. Pierce also maintains a dedicated parts facility of over 100,000 square feet in Appleton, Wisconsin. The parts facility stocks in excess of $5,000,000 in parts dedicated to service and replacement parts. The parts facility employs a staff dedicated solely for the distribution and shipment of service and replacement parts. Service parts for the apparatus being proposed can be found via Pierceparts.com which, is an interactive online tool that delivers information regarding your specific apparatus as well as the opportunity to register for training classes. As a Pierce customer you have the ability to view the complete bill of materials for your specific apparatus, including assembly drawings, piece part drawings, and beneficial parts notations. You will also have the ability to search the complete Pierce item master through a parts search function which offers all Pierce SKU's and descriptions offered on all Pierce apparatus. Published component catalogs, which include proprietary systems along with an extensive operators’ manual library is available for easy reference. Pierce Manufacturing maintains a dedicated service and warranty staff of over 35 personnel, dedicated to customer support, which also maintains a 24-hour 7 day a week toll free hot line, four (4) on staff EVTs, and offers hands-on repair and maintenance training classes multiple times a year. LIABILITY The successful bidder will defend any and all suits and assume all liability for the use of any patented process including any device or article forming a part of the apparatus or any appliance furnished under the contract. INSURANCE PROVIDED BY BIDDER COMMERCIAL GENERAL LIABILITY INSURANCE The successful bidder will, during the performance of the contract and for three (3) years following acceptance of the product, keep in force at least the following minimum limits of commercial general liability insurance: Each Occurrence$1,000,000 Products/Completed Operations Aggregate$1,000,000 Personal and Advertising Injury$1,000,000 General Aggregate$2,000,000 Chanhassen Fire Department 19 of 131 Coverage will be written on a Commercial General Liability form. The policy will be written on an occurrence form and will include Contractual Liability coverage for bodily injury and property damage subject to the terms and conditions of the policy. The policy will include Owner as an additional insured when required by written contract. COMMERCIAL AUTOMOBILE LIABILITY INSURANCE The successful bidder will, during the performance of the contract, keep in force at least the following minimum limits of commercial automobile liability insurance and coverage will be written on a Commercial Automobile liability form: Each Accident Combined Single Limit: $1,000,000 UMBRELLA/EXCESS LIABILITY INSURANCE The successful bidder will, during the performance of the contract and for three (3) years following acceptance of the product, keep in force at least the following minimum limits of umbrella liability insurance: Aggregate: $3,000,000 Each Occurrence: $3,000,000 The umbrella policy will be written on an occurrence basis and at a minimum provide excess to the bidder's General Liability and Automobile Liability policies. The required limits can be provided by one (1) or more policies provided all other insurance requirements are met. Coverage will be provided by a carrier(s) rated A- or better by A.M. Best. All policies will provide a 30-day notice of cancellation to the named insured. The Certificate of Insurance will provide the following cancellation clause: Should any of the above described polices be cancelled before the expiration date thereof, notice will be delivered in accordance with the policy provisions. Bidder agrees to furnish owner with a current Certificate of Insurance with the coverages listed above along with the bid. The certificate will show the purchaser as certificate holder. INSURANCE PROVIDED BY MANUFACTURER PRODUCT LIABILITY INSURANCE The manufacturer will, during the performance of the contract and for three (3) years following acceptance of the product, keep in force at least the following minimum limits of Product Liability insurance: Each Occurrence$1,000,000 Products/Completed Operations Aggregate$1,000,000 Chanhassen Fire Department 20 of 131 Coverage will be written on a Commercial General Liability form. The policy will be written on an occurrence form. The manufacturer's policy will include the owner as additional insured when required by written contract between the Owner and a Pierce authorized dealer. UMBRELLA/EXCESS LIABILITY INSURANCE The manufacturer will, during the performance of the contract and for three (3) years following acceptance of the product, keep in force at least the following minimum limits of umbrella liability insurance: Each Occurrence: $25,000,000 Aggregate: $25,000,000 The umbrella policy will be written on an occurrence basis and provide excess to the manufacturer's General Liability/Products policies. The required limits can be provided by one (1) or more policies provided all other insurance requirements are met. Coverage will be provided by a carrier(s) rated A- or better by A.M. Best. All policies will provide a 30-day notice of cancellation to the named insured. The Certificate of Insurance will provide the following cancellation clause: Should any of the above described polices be cancelled before the expiration date thereof, notice will be delivered in accordance with the policy provisions. Manufacturer agrees to furnish owner with a current Certificate of Insurance with the coverages listed above along with the bid. The certificate will show the purchaser as the certificate holder. SINGLE SOURCE MANUFACTURER Pierce Manufacturing, Inc. provides an integrated approach to the design and manufacture of our products that delivers superior apparatus and a dedicated support team. From our facilities, the chassis, cab weldment, cab, pumphouse (including the sheet metal enclosure, valve controls, piping and operators’ panel) and body will be entirely designed, tested, and hand assembled to the customer's exact specifications. The electrical system either hardwired or multiplexed, will be both designed and integrated by Pierce Manufacturing. The warranties relative to these major components (excluding component warranties such as engine, transmission, axles, pump, etc.) will be provided by Pierce as a single source manufacturer. Pierce's single source solution adds value by providing a fully engineered product that offers durability, reliability, maintainability, performance, and a high level of quality. Your apparatus will be manufactured in Appleton, Wisconsin. NFPA 2016 STANDARDS This unit will comply with the NFPA standards effective January 1, 2016, except for fire department directed exceptions. These exceptions will be set forth in the Statement of Exceptions. Chanhassen Fire Department 21 of 131 Certification of slip resistance of all stepping, standing and walking surfaces will be supplied with delivery of the apparatus. All horizontal surfaces designated as a standing or walking surface that are greater than 48.00" above the ground must be defined by a 1.00" wide line along its outside perimeter. Perimeter markings and designated access paths to destination points will be identified on the customer approval print and are shown as approximate. Actual location(s) will be determined based on materials used and actual conditions at final build. Access paths may pass through hose storage areas and opening or removal of covers or restraints may be required. Access paths may require the operation of devices and equipment such as the aerial device or ladder rack. A plate that is highly visible to the driver while seated will be provided. This plate will show the overall height, length, and gross vehicle weight rating. The manufacturer will have programs in place for training, proficiency testing and performance for any staff involved with certifications. An official of the company will designate, in writing, who is qualified to witness and certify test results. NFPA COMPLIANCY Apparatus proposed by the bidder will meet the applicable requirements of the National Fire Protection Association (NFPA) as stated in current edition at time of contract execution. Fire department's specifications that differ from NFPA specifications will be indicated in the proposal as "non-NFPA". VEHICLE INSPECTION PROGRAM CERTIFICATION To assure the vehicle is built to current NFPA standards, the apparatus, in its entirety, will be third- party, audit-certified through Underwriters Laboratory (UL) that it is built and complies to all applicable standards in the current edition of NFPA 1901. The certification will include: all design, production, operational, and performance testing of not only the apparatus, but those components that are installed on the apparatus. A placard will be affixed in the driver's side area stating the third-party agency, the date, the standard and the certificate number of the whole vehicle audit. PUMP TEST Underwriters Laboratory (UL) will test, approved, and certify the pump. The test results and the pump manufacturer's certification of hydrostatic test; the engine manufacturer's certified brake horsepower curve; and the pump manufacturer's record of pump construction details will be forwarded to the Fire Department. GENERATOR TEST If the unit has a generator, Underwriters Laboratory (UL) will test, approved, and certify the generator. The test results will be provided to the Fire Department at the time of delivery. Chanhassen Fire Department 22 of 131 BREATHING AIR TEST If the unit has breathing air, Pierce Manufacturing will draw an air sample from the air system and have the sample certified that the air quality meets the requirements of NFPA 1989, Standard on Breathing Air Quality for Fire and Emergency Services Respiratory Protection. ABILITY TO PROVIDE SERVICE Equally necessary as a properly designed and constructed apparatus is the ability to obtain repairs and maintenance promptly in order to keep the apparatus in service. Below are listed the minimum requirements with which the bidder or their representative for the geographical area for the bid must comply: 1)Bidder or representative must be the authorized warranty service outlet for the apparatus and pump being bid. 2)Factory Authorized Service for the chassis, apparatus and pump being provided must be available in the purchaser's fire station. 3)The bidder or representative will maintain a fixed service base within twenty-five (25) miles of the purchaser's fire station. This facility must provide heated, protected, indoor storage for the apparatus while service is being performed. Pictures of the facility must be provided as part of the bidder's bid package. 4)The bidder or representative must, in addition, have at least five (5) mobile service vans with service and maintenance supplies and tools to perform normal maintenance and repairs in the purchaser's fire station. 5)The bidder or representative will employ on a full-time basis a minimum of five technicians who are factory trained in the service and repair of the chassis, apparatus, the fire pump, and if applicable, the aerial device being bid. A listing of service department personnel with their experience and training will accompany this bid. A minimum of three (3) Level 3 EVT technicians will be employed. 6)The bidder or representative will employ on a full-time basis a minimum of two (2) technicians who have obtained the highest level of technician certification in the bidder's service program. Proof of this certification will be made available upon request. 7)The bidder or representative will through its own facilities, or through closely controlled sublet facilities, be capable of providing all maintenance and service required on the apparatus being bid within a twenty-five (25) mile radius of the fire station of the purchaser; and in no case will it be necessary for the purchaser to return the apparatus to the manufacturing facility in order to obtain routine service or repairs. 8)The bidder or representative will respond to all "out of service" calls within 24 hours of notification by the purchaser. Chanhassen Fire Department 23 of 131 PRE-DELIVERY SERVICE Upon completion on the unit and delivery of same to the MacQueen service center, but prior to delivery to the customer, the apparatus will undergo a complete service with respect to changing the engine and transmission oils and filters, and fuel filters. All other fluid levels will be checked and brought to their proper levels. All chassis components will be re-torqued as required by the manufacturer's pre- delivery inspection sheet and service bulletins. Apparatus is not to be delivered to the fire station to begin training until this service is performed. DELIVERY TRAINING Factory authorized delivery training will be provided by a factory trained delivery technician. This training will consist of a Power Point presentation, using images and descriptions of the customer own apparatus, as well as hands-on training in the use and proper care of the apparatus. A copy of the Power Point presentation will be provided to the purchaser, to be used in subsequent training of new and existing personnel. INSPECTION TRIP(S) The bidder will provide three (3) factory inspection trip(s) for four (4) customer representative(s). The inspection trip(s) will be scheduled at times mutually agreed upon between the manufacturer's representative and the customer. All costs such as travel, lodging and meals will be the responsibility of the bidder. AFTERMARKET SUPPORT WEBSITE Pierceparts.com will provide Pierce authorized dealer access to comprehensive information pertaining to the maintenance and service of their customer's apparatus. This tool will provide the Pierce authorized dealer the ability to service and support their customers to the best of their ability with factory support at their fingertips. Pierceparts.com is also accessible to the end user through the guest login. Limited access is available and vehicle specific parts information accessible by entering a specific VIN number. All end users should see their local authorized Pierce dealer for additional support and service. The website will consist of the following screens at the dealer level: My Fleet Screen The My Fleet screen will provide access to truck detail information on the major components of the vehicle, warranty information, available vehicle photographs, vehicle drawings, sales options, applicable vehicle software downloads, etc. Parts Screens The Parts screens will provide parts look-up capability of Pierce Manufacturing sourced items, with the aid of digital photographs, part drawings and assembly drawings. The parts search application will permit the searching of parts by item description or function group (major system category). The parts Chanhassen Fire Department 24 of 131 application will provide the ability to submit electronically a parts order, parts quote, or parts return request directly to Pierce Manufacturing for processing. Warranty Screen The Warranty screens will provide dealers the ability to submit electronically warranty claims directly to Pierce Manufacturing for reimbursement. My Reports Screens The My Reports screens will provide access to multiple dealer reports to allow the dealership to maintain communication with the customer on the status of orders, claims, and phone contacts. Technical Support Screens The Technical Support screens will provide access to all currently published Operation and Maintenance and Service Publications. Access to Pierce Manufacturing Service Bulletins and Work Instructions, containing information on current service topics and recommendations will be provided. Training The Training screens will provide access to upcoming training classes offered by Pierce Manufacturing along with interactive electronic learning modules (Operators Guides) covering the operation of major vehicle components will be provided. Access to training manuals used in Pierce Manufacturing training classes will be provided. About Pierce Access to customer service articles, corporate news, quarterly newsletters, and key contacts within the Customer Service Department will be provided. The current Customer Service Policy and Procedure Manual, detailing the operation of the Customer Service group will also be accessible. BID BOND A bid bond as security for the bid in the form of a 10% bid bond will be provided with the proposal. This bid bond will be issued by a Surety Company who is listed on the U.S. Treasury Departments list of acceptable sureties as published in Department Circular 570. The bid bond will be issued by an authorized representative of the Surety Company and will be accompanied by a certified power of attorney dated on or before the date of bid. The bid bond will include language which assures that the bidder/principal will give a bond or bonds, as may be specified in the bidding or contract documents, with good and sufficient surety for the faithful performance of the contract, including the Basic One (1) Year Limited Warranty, and for the prompt payment of labor and material furnished in the prosecution of the contract. Notwithstanding any document or assertion to the contrary, any surety bond related to the sale of a vehicle will apply only to the Basic One (1) Year Limited Warranty for such vehicle. Any surety bond related to the sale of a vehicle will not apply to any other warranties that are included within this bid Chanhassen Fire Department 25 of 131 (OEM or otherwise) or to the warranties (if any) of any third party of any part, component, attachment or accessory that is incorporated into or attached to the vehicle. In the event of any contradiction or inconsistency between this provision and any other document or assertion, this provision will prevail. PERFORMANCE BOND Notwithstanding any document or assertion to the contrary, any surety bond related to the sale of a vehicle will apply only to the Basic One (1) Year Limited Warranty for such vehicle. Any surety bond related to the sale of a vehicle will not apply to any other warranties that are included within this bid (OEM or otherwise) or to the warranties (if any) of any third party of any part, component, attachment or accessory that is incorporated into or attached to the vehicle. In the event of any contradiction or inconsistency between this provision and any other document or assertion, this provision will prevail. APPROVAL DRAWING A drawing of the proposed apparatus will be prepared and provided to the purchaser for approval before construction begins. The Pierce sales representative will also be provided with a copy of the same drawing. The finalized and approved drawing will become part of the contract documents. This drawing will indicate the chassis make and model, location of the lights, siren, horns, compartments, major components, etc. A "revised" approval drawing of the apparatus will be prepared and submitted by Pierce to the purchaser showing any changes made to the approval drawing. ELECTRICAL WIRING DIAGRAMS Two (2) electrical wiring diagrams, prepared for the model of chassis and body, will be provided. VELOCITY CHASSIS The Pierce Velocity® is the custom chassis developed exclusively for the fire service. Chassis provided will be a new, tilt type custom fire apparatus. The chassis will be manufactured in the apparatus body builder's facility eliminating any split responsibility. The chassis will be designed and manufactured for heavy duty service, with adequate strength and capacity for the intended load to be sustained and the type of service required. The chassis will be the manufacturer's first line tilt cab. WHEELBASE The wheelbase of the vehicle will be 201.00". GVW RATING The gross vehicle weight rating will be 53,800. FRAME The chassis frame will be built with two (2) steel channels bolted to five (5) cross members or more, depending on other options of the apparatus. The side rails will have a 13.38" tall web over the front and mid sections of the chassis, with a continuous smooth taper to 10.75" over the rear axle. Each rail will have a section modulus of 25.992 cubic inches and a resisting bending moment (rbm) of 3,119,040 in-lb. over the critical regions of the frame assembly, with a section modulus of 18.96 cubic inches with Chanhassen Fire Department 26 of 131 a rbm of 2,275,200 in-lb. over the rear axle. The frame rails will be constructed of 120,000 psi yield strength heat-treated 0.38" thick steel with 3.50" wide flanges. FRONT NON-DRIVE AXLE The Oshkosh TAK-4® front axle will be of the independent suspension design with a ground rating of 22,800 lb. Upper and lower control arms will be used on each side of the axle. Upper control arm castings will be made of 100,000-psi yield strength 8630 steel and the lower control arm casting will be made of 55,000-psi yield ductile iron. The center cross members and side plates will be constructed out of 80,000-psi yield strength steel. Each control arm will be mounted to the center section using elastomer bushings. These rubber bushings will rotate on low friction plain bearings and be lubricated for life. Each bushing will also have a flange end to absorb longitudinal impact loads, reducing noise and vibrations. There will be nine (9) grease fittings supplied, one (1) on each control arm pivot and one (1) on the steering gear extension. The upper control arm will be shorter than the lower arm so that wheel end geometry provides positive camber when deflected below rated load and negative camber above rated load. Camber at load will be 0 degrees for optimum tire life. The ball joint bearing will be of low friction design and be maintenance free. Toe links that are adjustable for alignment of the wheel to the center of the chassis will be provided. The wheel ends will have little to no bump steer when the chassis encounters a hole or obstacle. The steering linkage will provide proper steering angles for the inside and outside wheel, based on the vehicle wheelbase. The axle will have a third party certified turning angle of 45 degrees. Front discharge, front suction, or aluminum wheels will not infringe on this cramp angle. FRONT SUSPENSION Front Oshkosh TAK-4™ independent suspension will be provided with a minimum ground rating of 22,800 lb. The independent suspension system will be designed to provide maximum ride comfort. The design will allow the vehicle to travel at highway speeds over improved road surfaces and at moderate speeds over rough terrain with minimal transfer of road shock and vibration to the vehicle's crew compartment. Chanhassen Fire Department 27 of 131 Each wheel will have torsion bar type spring. In addition, each front wheel end will also have energy absorbing jounce bumpers to prevent bottoming of the suspension. The suspension design will be such that there is at least 10.00" of total wheel travel and a minimum of 3.75" before suspension bottoms. The torsion bar anchor lock system allows for simple lean adjustments, without the use of shims. One can adjust for a lean within 15 minutes per side. Anchor adjustment design is such that it allows for ride height adjustment on each side. The independent suspension was put through a durability test that simulated 140,000 miles of inner city driving. FRONT SHOCK ABSORBERS KONI heavy-duty telescoping shock absorbers will be provided on the front suspension. FRONT OIL SEALS Oil seals with viewing window will be provided on the front axle. FRONT TIRES Front tires will be Michelin 425/65R22.50 radials, load range L, XZY3 wide base tread, rated for 22,800 lb. maximum axle load and 75 mph maximum speed. The tires will be mounted on Alcoa 22.50" x 12.25" polished aluminum disc type wheels with a ten (10) stud, 11.25" bolt circle. REAR AXLE The rear axle will be a Meritor™, Model RS-30-185, with a capacity of 31,000 lb. TOP SPEED OF VEHICLE A rear axle ratio will be furnished to allow the vehicle to reach a top speed of 68 mph. REAR SUSPENSION The rear suspension will be Standens, semi-elliptical, 3.00" wide x 53.00" long, 12-leaf pack with a ground rating of 31,000 lb. The spring hangers will be castings. The two (2) top leaves will wrap the forward spring hanger pin, and the rear of the spring will be a slipper style end that will ride in a rear slipper hanger. To reduce bending stress due to acceleration and braking, the front eye will be a berlin eye that will place the front spring pin in the horizontal plane within the main leaf. A steel encased rubber bushing will be used in the spring eye. The steel encased rubber bushing will be maintenance free and require no lubrication. REAR OIL SEALS Oil seals will be provided on the rear axle(s). Chanhassen Fire Department 28 of 131 REAR TIRES Rear tires will be four (4) Michelin 315/80R22.50 radials, load range L, XDN2 Grip traction tread, rated for 33,080 lb. maximum axle load and 75 mph maximum speed. The tires will be mounted on Alcoa© 22.50" x 9.00" polished aluminum disc wheels with a ten (10) stud 11.25" bolt circle. TIRE BALANCE All tires will be balanced with Counteract balancing beads. The beads will be inserted into the tire and eliminate the need for wheel weights. TIRE PRESSURE MANAGEMENT There will be a RealWheels LED AirSecure™ tire alert pressure management system provided, that will monitor each tire's pressure. A sensor will be provided on the valve stem of each tire for a total of six (6) tires. The sensor will calibrate to the tire pressure when installed on the valve stem for pressures between 10 and 200 psi. The sensor will activate an integral battery-operated LED when the pressure of that tire drops 5 to 8 psi. Removing the cap from the sensor will indicate the functionality of the sensor and battery. If the sensor and battery are in working condition, the LED will immediately start to flash. FRONT HUB COVERS Stainless steel hub covers will be provided on the front axle. An oil level viewing window will be provided. REAR HUB COVERS A pair of stainless-steel high-hat hub covers will be provided on rear axle hubs. CHROME LUG NUT COVERS Chrome lug nut covers will be supplied on front and rear wheels. MUD FLAPS Mud flaps with a Pierce logo will be installed behind the front and rear wheels. WHEEL CHOCKS There will be one (1) pair of Worden Safety Products, Model HWG-SB, wheel chocks provided. Heavy Duty, large molded aluminum wheel chock with solid bottom, natural cast aluminum finish. WHEEL CHOCK BRACKETS There shall be one (1) pair of Worden Safety model U815T mounting wheel chock brackets provided. The brackets shall be mounted rear of the rear axle. Chanhassen Fire Department 29 of 131 ELECTRONIC STABILITY CONTROL A vehicle control system will be provided as an integral part of the ABS brake system from Meritor Wabco. The system will monitor and update the lateral acceleration of the vehicle and compare it to a critical threshold where a side roll event may occur. If the critical threshold is met, the vehicle control system will automatically reduce engine RPM, engage the engine retarder (if equipped), and selectively apply brakes to the individual wheel ends of the front and rear axles to reduce the possibility of a side roll event. The system will monitor directional stability through a lateral accelerometer, steer angle sensor and yaw rate sensor. If spinout or drift out is detected, the vehicle control system will selectively apply brakes to the individual wheel ends of the front and rear axles to bring the vehicle back to its intended direction. ANTI-LOCK BRAKE SYSTEM The vehicle will be equipped with a Wabco 4S4M, anti-lock braking system. The ABS will provide a four (4) channel anti-lock braking control on both the front and rear wheels. A digitally controlled system that utilizes microprocessor technology will control the anti-lock braking system. Each wheel will be monitored by the system. When any wheel begins to lockup, a signal will be sent to the control unit. This control unit will then reduce the braking of that wheel for a fraction of a second and then reapply the brake. This anti-lock brake system will eliminate the lockup of any wheel thus helping to prevent the apparatus from skidding out of control. AUTOMATIC TRACTION CONTROL An anti-slip feature will be included with the ABS. The Automatic Traction Control will be used for traction in poor road and weather conditions. The Automatic Traction Control will act as an electronic differential lock that will not allow a driving wheel to spin, thereby supplying traction at all times. The ABS electronic control unit (ECU) will work with the engine ECU, sharing information concerning wheel slip. Engine ECU will use information to control engine speed, allowing only as much throttle application as required for the available traction, regardless of how much the driver is asking for. A "mud/snow" switch will be provided on the instrument panel. Activation of the switch will allow additional tire slip to let the truck climb out and get on top of deep snow or mud. BRAKES The service brake system will be full air type. The front brakes will be Knorr/Bendix disc type with a 17.00" ventilated rotor for improved stopping distance. The brake system will be certified, third party inspected, for improved stopping distance. The rear brakes will be Meritor™ 16.50" x 8.63" cam operated with automatic slack adjusters. Dust shields cannot be provided. Chanhassen Fire Department 30 of 131 BRAKE SYSTEM AIR COMPRESSOR The air compressor will be a Cummins/WABCO with 18.7 cubic feet per minute output. BRAKE SYSTEM The brake system will include: • Bendix® dual brake treadle valve • Heated automatic moisture ejector on air dryer • Total air system capacity of 5,198 cubic inches • Two (2) air pressure gauges with a red warning light and an audible alarm, that activates when air pressure falls below 60 psi • Spring set parking brake system • Parking brake operated by a push-pull style control valve • A parking "brake on" indicator light on instrument panel • Park brake relay/inversion and anti-compounding valve, in conjunction with a double check valve system, with an automatic spring brake application at 40 psi • A pressure protection valve to prevent all air operated accessories from drawing air from the air system when the system pressure drops below 80 psi (550 kPa) • 1/4 turn drain valve on each air tank The air tank will be primed and painted to meet a minimum 750-hour salt spray test. To reduce the effects of corrosion, the air tank will be mounted with stainless steel brackets. BRAKE SYSTEM AIR DRYER The air dryer will be WABCO System Saver 1200 with spin-on coalescing filter cartridge and 100-watt heater. BRAKE LINES Color-coded nylon brake lines will be provided. The lines will be wrapped in a heat protective loom in the chassis areas that are subject to excessive heat. AIR INLET WITH AUTOMATIC EJECT One (1) air inlet with Kussmaul Air Eject will be provided. The inlet will be located driver's side of front bumper extension. It will allow station air to be supplied to the apparatus brake system through a shoreline hose. The inlet will automatically disconnect the air line when the truck is started. It will be equipped with a male coupling and be recessed. A check valve will be provided to prevent reverse flow of air. The inlet will discharge into the "wet" tank of the brake system. A mating female coupling will also be provided with the loose equipment. Chanhassen Fire Department 31 of 131 COVER OVER AIR INLET There will be a Kussmaul, Model 091-28AK, red cover provided over the recessed automatic airline disconnect. ENGINE The chassis will be powered by an electronically controlled engine as described below: Make: Cummins Model: L9 Power: 450 hp at 2100 rpm Torque: 1250 lb.-ft at 1400 rpm Governed Speed: 2200 rpm Emissions Level: EPA 2017 Fuel: Diesel Cylinders: Six (6) Displacement: 543 cubic inches (8.9L) Starter: Delco 39MT™ Fuel Filters: Spin-on style primary filter with water separator and water-in-fuel sensor. Secondary spin-on style filter. The engine will include On-board diagnostics (OBD), which provides self-diagnostic and reporting. The system will give the owner or repair technician access to state of health information for various vehicle sub systems. The system will monitor vehicle systems, engine and after treatment. The system will illuminate a malfunction indicator light on the dash console if a problem is detected. HIGH IDLE A high idle switch will be provided, inside the cab, on the instrument panel, that will automatically maintain a preset engine rpm. A switch will be installed, at the cab instrument panel, for activation/deactivation. The high idle will be operational only when the parking brake is on and the truck transmission is in neutral. A green indicator light will be provided, adjacent to the switch. The light will illuminate when the above conditions are met. The light will be labeled "OK to Engage High Idle." CLUTCH FAN A Horton® fan clutch will be provided. The fan clutch will be automatic when the pump transmission is in "Road" position, and fully engaged in "Pump" position. [Air Eject Cover] Chanhassen Fire Department 32 of 131 ENGINE AIR INTAKE An air intake with an ember separator (to prevent road dirt, burning embers, and recirculating hot air from entering the engine) will be mounted at the front of the apparatus, on the passenger side of the engine. The ember separator will be mounted in the air intake with flame retardant, roto-molded polyethylene housing. It will be easily accessible by the hinged access panel at the front of the vehicle. EXHAUST SYSTEM The exhaust system will be stainless steel from the turbo to the engine's aftertreatment device, and will be 4.00" in diameter. The exhaust system will include a single module aftertreatment device to meet current EPA standards. An insulation wrap will be provided on all exhaust pipes between the turbo and aftertreatment device to minimize the heat loss to the aftertreatment device. The exhaust will terminate horizontally ahead of the right-side rear wheels. A tailpipe diffuser will be provided to reduce the temperature of the exhaust as it exits. Heat deflector shields will be provided to isolate chassis and body components from the heat of the tailpipe diffuser. EXHAUST MODIFICATION The exhaust pipe will be brought out from under the body at a 90-degree angle from the truck. The tail pipe will extend a minimum of 2.00" past the body, adaptable for the Plymovent system. The diameter of the diffuser will be 6.00". There will be a clearance of 4.00" completely around the pipe once past the side of the body. A stop will be provided on the tail pipe that will prevent the nozzle from sliding too far on. RADIATOR The radiator and the complete cooling system will meet or exceed NFPA and engine manufacturer cooling system standards. For maximum corrosion resistance and cooling performance, the entire radiator core will be constructed using long life aluminum alloy. The core will be made of aluminum fins, having a serpentine design, brazed to aluminum tubes. The tubes will be brazed to aluminum headers. The radiator core will have a minimum frontal area of 1434 square inches. Supply tank made of glass-reinforced nylon and a return tank of cast aluminum alloy shall be crimped on to the core assembly using header tabs and a compression gasket to complete the radiator core assembly. The radiator will be compatible with commercial antifreeze solutions. There will be a full steel frame around the entire radiator core assembly. The radiator core assembly will be isolated within the steel frame by rubber inserts to enhance cooling system durability and reliability. The radiator will be mounted in such a manner as to prevent the development of leaks caused by twisting or straining when the apparatus operates over uneven ground. The radiator assembly will be isolated from the chassis frame rails with rubber isolators. The radiator assembly will include an integral deaeration tank permanently mounted to the top of the radiator framework, with a readily accessible remote-mounted overflow tank. For visual coolant level Chanhassen Fire Department 33 of 131 inspection, the radiator will have a built-in sight glass. The radiator will be equipped with a 15-psi pressure relief cap. A drain port will be located at the lowest point of the cooling system and/or the bottom of the radiator to permit complete flushing of the coolant from the system. A heavy-duty fan will draw in fresh, cool air through the radiator. Shields or baffles will be provided to prevent recirculation of hot air to the inlet side of the radiator. COOLANT LINES Gates® silicone hoses will be used for all engine/heater coolant lines installed by the chassis manufacturer. The chassis manufacturer will also use Gates brand hose on other heater, defroster and auxiliary coolant circuits. There will be some areas in which an appropriate Gates product is not available. In those instances, a comparable silicone hose from another manufacturer will be used. Hose clamps will be stainless steel "constant torque type" to prevent coolant leakage. They will react to temperature changes in the cooling system and expand or contract accordingly while maintaining a constant clamping pressure on the hose. FUEL TANK A 65-gallon fuel tank will be provided and mounted at the rear of the chassis. The tank will be constructed of 12-gauge, hot rolled steel. It will be equipped with swash partitions and a vent. To eliminate the effects of corrosion, the fuel tank will be mounted with stainless steel straps. A 0.75" drain plug will be located in a low point of the tank for drainage. A fill inlet will be located on the left-hand side of the body and is covered with a hinged, spring loaded, stainless steel door that is marked "Ultra Low Sulfur - Diesel Fuel Only." A 0.50" diameter vent will be installed from tank top to just below fuel fill inlet. The fuel tank will meet all FHWA 393.67 requirements including a fill capacity of 95 percent of tank volume. All fuel lines will be provided as recommended by the engine manufacturer. DIESEL EXHAUST FLUID TANK A 4.5-gallon diesel exhaust fluid (DEF) tank will be provided and mounted in the driver's side body forward of the rear axle. A 0.50" drain plug will be provided in a low point of the tank for drainage. A fill inlet will be located on the driver's side of the body and be covered with a hinged, spring loaded, brushed stainless steel door that is marked "Diesel Exhaust Fluid Only". Chanhassen Fire Department 34 of 131 The tank will meet the engine manufacturers requirement for 10 percent expansion space in the event of tank freezing. The tank will include an integrated heater unit that utilizes engine coolant to thaw the DEF in the event of freezing. FUEL SHUTOFF A fuel line shutoff valve will be installed on both the inlet and outlet of the primary fuel filter. FUEL COOLER An air to fuel cooler will be installed in the engine fuel return line. FUEL FILL DOOR A brushed stainless-steel fuel fill door will be installed. TRANSMISSION An Allison 5th generation, model EVS 3000PR, electronic torque converting automatic transmission with retarder will be provided. The transmission will be equipped with prognostics to monitor oil life, filter life, and transmission health. A wrench icon on the shift selector's digital display will indicate when service is due. Two (2) PTO openings will be located on both sides of converter housing (positions 4 o'clock and 8 o'clock) as viewed from the rear. A transmission temperature gauge with red light and audible alarm will be installed on the cab instrument panel. The transmission retarder control will be activated 33 percent by release of the accelerator pedal or 66 percent by slight application of the brake pedal, or 100 percent by heavy application of brake pedal. A second on/off switch is provided to activate and deactivate the auto apply portion. The transmission will have the 1600 ft. lb. torque (high) spring setting for retardation force. The transmission retarder will be a hand lever and to be installed at the best location by the instrument panel. Also, a red indicator light will be provided to warn that transmission is being overworked. The retarder will be wired to the brake lights so they are energized when the retarder is slowing the vehicle down. The ABS system will automatically disengage the auxiliary braking device when required. TRANSMISSION SHIFTER A five (5)-speed push button shift module will be mounted to right of driver on console. Shift position indicator will be indirectly lit for after dark operation. The transmission ratio will be: Chanhassen Fire Department 35 of 131 1st 3.49 to 1.00 2nd 1.86 to 1.00 3rd 1.41 to 1.00 4th 1.00 to 1.00 5th 0.75 to 1.00 R 5.03 to 1.00 TRANSMISSION COOLER An externally mounted Modine bar plate transmission oil cooler will be provided using engine coolant to control the transmission oil temperature. The internal bar plates will be constructed of stainless steel. The cooler's housing will be constructed of 1020 steel, coated to protect from corrosion. The cooler will be tagged with information including OEM part number, vendor serial number and date / lot code. An externally mounted Modine bar plate transmission oil cooler will be provided using engine coolant to control the transmission retarder oil temperature. The internal bar plates will be constructed of stainless steel. The cooler's housing will be constructed of 1020 steel, coated to protect from corrosion. The cooler will be tagged with information including OEM part number, vendor serial number and date / lot code. DRIVELINE Drivelines will be a heavy-duty metal tube and be equipped with Spicer® 1710 universal joints. The shafts will be dynamically balanced before installation. A splined slip joint will be provided in each driveshaft where the driveline design requires it. The slip joint will be coated with Glidecoat® or equivalent. STEERING Dual Sheppard, Model M110, steering gears, with integral heavy-duty power steering, will be provided. For reduced system temperatures, the power steering will incorporate an air to oil cooler and an Eaton, Model VN20, hydraulic pump with integral pressure and flow control. All power steering lines will have wire braded lines with crimped fittings. A tilt and telescopic steering column will be provided to improve fit for a broader range of driver configurations. STEERING WHEEL The steering wheel will be 18.00" in diameter, have tilting and telescoping capabilities, and a 4-spoke design. Chanhassen Fire Department 36 of 131 LOGO AND CUSTOMER DESIGNATION ON DASH The dash panel will have an emblem containing the Pierce logo and customer name. The emblem will have three (3) rows of text for the customer's department name. There will be a maximum of eight (8) characters in the first row, 11 characters in the second row and 11 characters in the third row. The first row of text will be: Chanhassen The second row of text will be: Fire The third row of text will be: Department BUMPER A one (1) piece, ten (1) gauge, 304-2B type polished stainless-steel bumper, a minimum of 10.00" high, will be attached to a bolted modular extension frame constructed of 50,000 psi tensile steel "C" channel mounted directly behind it to provide adequate support strength. The bumper will be extended 19.00" from front face of cab. Documentation will be provided, upon request to show that the options selected have been engineered for fit-up and approval for this modular bumper extension. A chart will be provided to indicate the option locations and will include, but not be limited to the following options: air horns, mechanical sirens, speakers, hose trays (with hose capacities), winches, lights, discharge, and suction connections. GRAVEL PAN A gravel pan, constructed of bright aluminum treadplate, will be furnished between the bumper and cab face. The gravel pan will be properly supported from the underside to prevent flexing and vibration of the aluminum treadplate. CENTER HOSE TRAY A hose tray, constructed of aluminum, will be placed in the center of the bumper extension. The tray will have a capacity of 150' of 1.75" double jacket cotton-polyester hose. Black rubber grating will be provided at the bottom of the tray. Drain holes are also provided. CENTER HOSE TRAY COVER A bright aluminum treadplate cover will be provided over the center hose tray. The cover will be attached with a stainless-steel hinge. One (1) D-ring latch will secure the cover in the closed position and a pneumatic stay arm will hold the cover in the open position. LIFT AND TOW MOUNTS Mounted to the frame extension will be lift and tow mounts. The lift and tow mounts will be designed and positioned to adapt to certain tow truck lift systems. Chanhassen Fire Department 37 of 131 The lift and tow mounts with eyes will be painted the same color as the frame. TOW HOOKS Two (2) chromed steel tow hooks will be installed under the bumper and attached to the front frame members. The tow hooks will be designed and positioned to allow up to a 6,000 lb. straight horizontal pull in line with the centerline of the vehicle. The tow hooks will not be used for lifting of the apparatus. CAB The Velocity cab will be designed specifically for the fire service and will be manufactured by Pierce Manufacturing. To provide quality at the source and single source customer support, the cab will be built by the apparatus manufacturer in a facility located on the manufacturer's premises. For reasons of structural integrity and enhanced occupant protection, the cab will be of heavy-duty design, constructed to the following minimal standards. The cab will have 12 main vertical structural members located in the A-pillar (front cab corner posts), B-pillar (side center posts), C-pillar (rear corner posts) and rear wall areas. The A-pillar will be constructed of 0.25" heavy wall extrusions joined by a solid A356-T6 aluminum joint casting. The B- pillar and C-pillar will also be constructed from 0.25" heavy wall extrusions. The rear wall will be constructed of two (2) 4.00" x 2.00" outer aluminum extrusions and two (2) 3.00" x 2.00" inner aluminum extrusions. All main vertical structural members will run from the floor to 7.50" x 3.50" x 0.125" thick roof extrusions to provide a cage-like structure with the A-pillar and roof extrusions being welded into a 0.75" thick corner casting at each of the front corners of the roof assembly. The front of the cab will be constructed of a 0.25" thick firewall, covered with a 0.125" front skin (for a total thickness of 0.38"), and reinforced with 24.50" wide x 10.00" deep x 0.50" thick supports on each side of the engine tunnel. The cross-cab support will be welded to the A-pillar, 0.25" firewall, and engine tunnel, on the left and right sides. The cab floors will be constructed of 0.1875" thick aluminum plate and reinforced at the firewall with an additional 0.25" thick cross-floor support providing a total thickness of 0.44" of structural material at the front floor area. The front floor area will also be supported with three (3) 0.50" plates bolted together that also provides the mounting point for the cab lift. This tubing will run from the front of the cab to the 0.1875" thick engine tunnel, creating the structure to support the forces created when lifting the cab. The cab will be a full-tilt style. A 3-point cab mount system with rubber isolators will improve ride quality by isolating chassis vibrations from the cab. The crew cab will be a totally enclosed design with the interior area completely open to improve visibility and verbal communication between the occupants. Chanhassen Fire Department 38 of 131 The forward cab section will have an overall height (from the cab roof to the ground) of approximately 102.00". The crew cab section will have a 10.00" raised roof, with an overall cab height of approximately 112.00". The raised portion will start at the most forward point of the B-pillar and continue rearward to the back of the cab. The overall height listed will be calculated based on a truck configuration with the lowest suspension weight ratings, the smallest diameter tires for the suspension, no water weight, no loose equipment weight, and no personnel weight. Larger tires, wheels, and suspension will increase the overall height listed. The cab will have an interior width of not less than 93.50". The driver and passenger seating positions will have a minimum 24.00" clear width at knee level. To reduce injuries to occupants in the seated positions, proper head clearance will be provided. The floor-to-ceiling height inside the forward cab will be no less than 60.25". The floor-to-ceiling height inside the crew cab will be no less than 62.95" in the center position and 68.75" in the outboard positions. The crew cab will measure a minimum of 57.50" from the rear wall to the backside of the engine tunnel (knee level) for optimal occupant legroom. INTERIOR CAB INSULATION The cab walls, ceiling and engine tunnel will be insulated in all strategic locations to maximize acoustic absorption and thermal insulation. The cab will be insulated with 2.00" insulation in the rear wall, 3.00" insulation in the side walls, and 1.50" insulation in the ceiling. FENDER LINERS Full-circular, aluminum, inner fender liners in the wheel wells will be provided. PANORAMIC WINDSHIELD A one (1)-piece, safety glass windshield with more than 2,802 square inches of clear viewing area will be provided. The windshield will be full width and will provide the occupants with a panoramic view. The windshield will consist of three (3) layers: the outer light, the middle safety laminate, and the inner light. The 0.114" thick outer light layer will provide superior chip resistance. The middle safety laminate layer will prevent the windshield glass pieces from detaching in the event of breakage. The inner light will provide yet another chip resistant layer. The cab windshield will be bonded to the aluminum windshield frame using a urethane adhesive. A custom frit pattern will be applied on the outside perimeter of the windshield for a finished automotive appearance. WINDSHIELD WIPERS Three (3) electric windshield wipers with a washer, in conformance with FMVSS and SAE requirements, will be provided. The wiper blades will be 21.65" long and together will clear a minimum of 1,783 square inches of the windshield for maximum visibility in inclement weather. The windshield washer fluid reservoir will be located at the front of the vehicle and be accessible through the access hood for simple maintenance. Chanhassen Fire Department 39 of 131 FAST SERVICE ACCESS FRONT TILT HOOD A full-width access hood will be provided for convenient access to engine coolant, steering fluid, wiper fluid, cab lift controls, headlight power modules, and ember separator. The hood will also provide complete access to the windshield wiper motor and components. The hood will be contoured to provide a sleek, automotive appearance. The hood will be constructed of two (2) fiberglass panels bonded together and will include reinforcing ribs for structural integrity. The hood will include air cylinders to hold the hood in open and closed positions, and a heavy-duty latch system that will meet FMVSS 113 (Hood Latch System). The spring-loaded hood latch will be located at the center of the hood with a double-action release lever located behind the Pierce logo. The two (2)-step release requires the lever first be pulled to the driver side until the hood releases from the first latch (primary latch) then to the passenger side to fully release the hood (secondary latch). ENGINE TUNNEL To provide structural strength, the engine tunnel sidewalls will be constructed of 0.50" aluminum plate that is welded to both the 0.25" firewall and 0.38" heavy wall extrusion under the crew cab floor. To maximize occupant space, the top edges will be tapered. The back of the engine tunnel will be no higher than 16.25" off the crew cab floor. The engine tunnel will be insulated on both sides for thermal and acoustic absorption. The underside of the tunnel will be covered with 1.00" thick polyether foam that is reinforced with an aluminized face. Thermal rating for this insulation will be -40 degrees Fahrenheit to 300 degrees Fahrenheit. The insulation will keep noise (dBA) levels at or lower than the specifications in the current edition of the NFPA 1901 standards. Chanhassen Fire Department 40 of 131 CAB REAR WALL EXTERIOR COVERING The exterior surface of the rear wall of the cab will be overlaid with bright aluminum treadplate except for areas that are not typically visible when the cab is lowered. CAB LIFT A hydraulic cab lift system will be provided, consisting of an electric-powered hydraulic pump, fluid reservoir, dual lift cylinders, remote cab lift controls and all necessary hoses and valves. The hydraulic pump will have a backup manual override, for use in the event of an electrical failure. The cab lift controls will be located at the driver side front of the cab, easily accessible under the full width front access hood. The controls will include a permanently mounted raise/lower switch. For enhanced visibility during cab tilt operations, a remote-control tether with on/off switch will be supplied on a coiled cord that will extend from 2.00' (coiled) to 6.00' (extended). The cab will be capable of tilting 42 degrees and 80 degrees with crane assist to accommodate engine maintenance and removal. The cab pivots will be located 46.00" apart to provide stability while tilting the cab. The rear of the cab will be locked down by a two (2)-point, automatic, hydraulic, double hook mechanism that fully engages after the cab has been lowered (self-locking). The dual 2.25" diameter hydraulic cylinders will be equipped with a velocity fuse that protects the cab from accidentally descending when the cab is in the tilt position. Chanhassen Fire Department 41 of 131 For increased safety, a redundant mechanical stay arm will be provided that must be manually put in place on the driver side between the chassis and cab frame when cab is in the raised position. This device will be manually stowed to its original position before the cab can be lowered. Cab Lift Interlock The cab lift safety system will be interlocked to the parking brake. The cab tilt mechanism will be active only when the parking brake is set and the ignition switch is in the on position. If the parking brake is released, the cab tilt mechanism will be disabled. GRILLE A bright finished aluminum mesh grille screen, inserted behind a formed bright finished grille surround, will be provided on the front center of the cab, and will serve as an air intake to the radiator. CAB GRILLE DESIGN An American flag design will be painted on the cab grille. FRONT CAB TRIM There will be brushed stainless steel rectangular garnish plates installed behind the two (2) headlight bezels for an enhanced appearance. There will be brushed stainless steel corner covers provided over the painted cab corner where the cab turn signals are located. SIDE OF CAB MOLDING Chrome molding will be provided on both sides of cab. MIRRORS A Retrac, Model 613423, dual vision, motorized, west coast style mirror, with chrome finish, will be mounted on each side of the front cab door with spring loaded retractable arms. The flat glass and convex glass will be heated and adjustable with remote control within reach of the driver. CAB DOORS To enhance entry and egress to the cab, the forward cab doors will be a minimum of 43.59" wide x 76.46" high. The crew cab doors will be located on the sides of the cab and will be constructed in the same manner as the forward cab doors. The crew cab doors will measure a minimum of 37.87" wide x 85.50" high. The forward cab and crew cab doors will be constructed of extruded aluminum with a nominal material thickness of 0.125". The exterior door skins will be constructed from 0.090" aluminum. The forward cab door windows will include a 7.50" high x 10.00" wide drop area at the front to enhance visibility. A customized, vertical, pull-down type door handle will be provided on the exterior of each cab door. The exterior handle will be designed specifically for the fire service to prevent accidental activation, and will provide 4.00" wide x 2.00" deep hand clearance for ease of use with heavy gloved hands. Each Chanhassen Fire Department 42 of 131 door will also be provided with an interior flush, open style paddle handle that will be readily operable from fore and aft positions, and be designed to prevent accidental activation. The interior handles will provide 4.00" wide x 1.25" deep hand clearance for ease of use with heavy gloved hands. The cab doors will be provided with both interior (rotary knob) and exterior (keyed) locks exceeding FMVSS standards. The keys will be Model 751. The locks will be capable of activating when the doors are open or closed. The doors will remain locked if locks are activated when the doors are opened, then closed. A heavy duty, stainless steel, piano-type hinge with a 0.38" pin and 11-gauge leaf will be provided on all cab doors. There will be double automotive-type rubber seals around the perimeter of the door framing and door edges to ensure a weather-tight fit. A chrome grab handle will be provided on the inside of each cab and crew cab door. The cab steps at each cab door location will be located inside the cab doors to protect the steps from weather elements. CAB DOOR PANELS The inner cab door panels will be constructed out of brushed stainless steel. The cab door panels will be removable. RECESSED POCKET WITH ELASTIC COVER To provide organized storage (clutter control) in the cab for miscellaneous equipment, the cab interior will be provided with recessed storage pockets. The pockets will be 5.63" wide x 2.00" high x 4.00" deep. The pockets will be provided with a perforated elastic material cover to secure the equipment in the pocket. The pockets will be installed in all available mounting locations of the overhead console. ELECTRIC WINDOW CONTROLS Each cab entry door will be equipped with an electrically operated tempered glass window. A window control panel will be located on the door panel within easy reach of the respective occupant. Each switch will allow intermittent or auto down operation for ease of use. Auto down operation will be actuated by holding the window down switch for approximately 1 second. The driver control panel will contain a control switch for each cab door's window. All other door control panels will contain a single switch to operate the window within that door. The window switches will be connected directly to the battery power. This allows the windows to be raised and lowered when the battery switch is in the off position. CAB STEPS The forward cab and crew cab access steps will be a full size two (2) step design to provide largest possible stepping surfaces for safe ingress and egress. The bottom steps will be designed with a grip pattern punched into bright aluminum treadplate material to provide support, slip resistance, and drainage. The bottom steps will be a bolt-in design to minimize repair costs should they need to be replaced. The forward cab steps will be a minimum 31.00" wide, and the crew cab steps will be 24.25" Chanhassen Fire Department 43 of 131 wide with an 8.00" minimum depth. The inside cab steps will not exceed 18.00" in height and be limited to two (2) steps. CAB EXTERIOR HANDRAILS A 1.25" diameter slip-resistant, knurled aluminum handrail will be provided adjacent to each cab and crew cab door opening to assist during cab ingress and egress. STIRRUP STEPS A stirrup step will be provided below each cab and crew cab door. The steps will be designed with a grip strut tread material providing support, slip resistance, and drainage. The steps will be a bolt-on design and provide a 19.50" wide x 5.00" deep stepping surface. Each step will provide a step height of 8.00" from the top of the stirrup step to the first step of the cab. The stirrup step will be lit by an Amdor, Model AY-9500-012, 12-volt DC LED light provided on the step. The step light will be activated automatically when the battery switch is on and the exit doors are opened or by the same means as the body step lights. STEP LIGHTS For reduced overall maintenance costs compared to incandescent lighting, there will be four (4) white LED step lights provided. The lights will be installed at each cab and crew cab door, one (1) per step. The lights will be located in the driver side front doorstep, driver side crew cab doorstep, passenger side front doorstep and passenger side crew cab doorstep. In order to ensure exceptional illumination, each light will provide a minimum of 25 foot-candles (fc) covering an entire 15.00" x 15.00" square placed 10.00" below the light and a minimum of 1.5 fc covering an entire 30.00" x 30.00" square at the same 10.00" distance below the light. The lights will be activated when the adjacent door is opened. FENDER CROWNS Stainless steel fender crowns will be installed at the cab wheel openings. CREW CAB WINDOWS One (1) fixed window with tinted glass will be provided on each side of the cab, to the rear of the front cab door. The windows will be sized to enhance light penetration into the cab interior. The windows will measure 20.00" wide x 20.50" high. WINDOWS INTERIOR TRIM For improved aesthetics, the cab side windows will include a vacuum formed ABS interior trim panel. WINDOW PROTECTOR BARS, CREW CAB DOORS A knurled window protector bar will be installed on each crew cab door, 2.00" above the bottom of the window opening. The bar will extend from the front of the crew cab door to the rear of the crew cab door, mounted as close to the door frame as possible. Chanhassen Fire Department 44 of 131 WINDSHIELD WASHER BOTTLE There will be a windshield washer bottle included in the chassis that includes a sensor to activate a "Wiper Fluid Low" LED indicator located in the cab. There will also be a message displayed on the color display in the cab that will read "Check Washer Fluid Level". WEBSITE A tag will be located on the cab door containing all necessary information to access the Pierce Parts website. The tag will be 2.00" high x 6.00" wide. CAB ROOF DRIP RAIL For enhanced protection from inclement weather, a drip rail will be furnished on the sides of the cab. The drip rail will be constructed of bright polished extruded aluminum, and be bonded to the sides of the cab. The drip rail will extend the full length of the cab roof. MOUNTING PLATE ON ENGINE TUNNEL Equipment installation provisions will be installed on the engine tunnel. A 0.25" smooth aluminum plate will be bolted to the top surface of the engine tunnel. The plate will be located to the left of the officer and on the rear of the tunnel. It will follow the contour of the engine tunnel and will run the entire length of the engine tunnel. The plate will be spaced off the engine tunnel 1.00" to allow for wire routing below the plate. The mounting surface will be painted to match the cab interior. CAB INTERIOR With safety as the primary objective, the wrap-around style cab instrument panel will be designed with unobstructed visibility to instrumentation. The dash layout will provide the driver with a quick reference to gauges that allows more time to focus on the road. The center console will be a high impact ABS polymer and will be easily removable for access to the defroster. The center console will include louvers strategically located for optimal air flow and defrost capability to the windshield. The passenger side dashboard will be constructed of painted aluminum for durability and low maintenance. For enhanced versatility, the passenger side dash will include a flat working surface. To provide optional (service friendly) control panels, switches and storage modules, a painted aluminum overhead console will also be provided. To complete the cab front interior design, painted aluminum modesty panels will be provided under the dash on both sides of the cab. The driver side modesty panel will provide mounting for the battery Chanhassen Fire Department 45 of 131 switch and diagnostic connectors, while the passenger side modesty panel provides a glove box, and ground access to the main electrical distribution panel via quick quarter turn fasteners. To provide a deluxe automotive interior, the engine tunnel, side walls and rear wall will be covered by Turnout Tuff fabric. The headliner will be installed in both forward and rear cab sections. The headliner panel will be a composition of an aluminum panel covered with a sound barrier and upholstery. The cab structure will include designated raceways for electrical harness routing from the front of the cab to the rear upper portion of the cab. Raceways will be extruded in the forward door frame, floor, walls and overhead in the area where the walls meet the ceiling. The raceways located in the floor will be covered by aluminum extrusion, while the vertical and overhead raceways will be covered by painted aluminum covers. The raceways will improve harness integrity by providing a continuous harness path that eliminates wire chafing and abrasion associated with exposed wiring or routing through drilled metal holes. Harnesses will be laid in place. CAB INTERIOR UPHOLSTERY The cab interior upholstery will be gray. All cab interior materials will meet FMVSS 302 (flammability of interior materials). CAB INTERIOR PAINT A rich looking interior will be provided by painting all the metal surfaces inside the cab black, vinyl texture paint. CAB FLOOR The cab and crew cab floor areas will be covered with Polydamp™ acoustical floor mat consisting of a black pyramid rubber facing and closed cell foam decoupler. The top surface of the material has a series of raised pyramid shapes evenly spaced, which offer a superior grip surface. Additionally, the material has a 0.25" thick closed cell foam (no water absorption) which offers a sound dampening material for reducing sound levels. CAB DEFROSTER To provide maximum defrost and heating performance, a 54,961 BTU heater-defroster unit with 558 SCFM of air flow will be provided inside the cab. The defroster unit will be strategically located under the center forward portion of the instrument panel. For easy access, a removable metal cover will be installed over the defroster unit. The defroster will include an integral aluminum frame air filter, high performance dual scroll blowers, and ducts designed to provide maximum defrosting capabilities for the 1-piece windshield. The defroster ventilation will be built into the design of the cab dash instrument panel and will be easily removable for maintenance. The defroster will be capable of clearing 98 percent of the windshield and side glass when tested under conditions where the cab has been cold soaked at 0 degrees Fahrenheit for 10 hours, and a 2 ounce per square inch layer of frost/ice has been able to build up on the exterior windshield. The defroster system will meet or exceed SAE J382 requirements. Chanhassen Fire Department 46 of 131 CAB/CREW CAB HEATER Two (2) 36,702 BTU auxiliary heaters with 276 SCFM (each unit) of air flow will be provided inside the crew cab, one (1) in each outboard rear facing seat riser. The heaters will include high performance dual scroll blowers, one (1) for each unit. Outlets for the heaters will be located below each rear facing seat riser and below the fronts of the driver and passenger seats, for efficient airflow. An extruded aluminum plenum will be incorporated in the cab structure that will transfer heat to the forward cab seating positions. The heater/defroster and crew cab heaters will be controlled by an integral electronic control panel. The heater control panel will allow the driver to control heat flow to the front and rear independently. The control panel will include variable adjustment for temperature and fan control, and be conveniently located on the dash in clear view of the driver. The control panel will include highly visible, progressive LED indicators for both fan speed and temperature. AIR CONDITIONING Due to the large space inside the cab, a high-performance, customized air conditioning system will be furnished. A 19.10 cubic inch compressor will be installed on the engine. The air conditioning system will be capable of cooling the average cab temperature from 100 degrees Fahrenheit to 64 degrees Fahrenheit in the forward section of the cab, and 69 degrees Fahrenheit in the rear section of the cab, at 50 percent relative humidity within 30 minutes. The cooling performance test will be run only after the cab has been heat soaked at 100 degrees Fahrenheit for a minimum of 4 hours. A roof-mounted condenser with a 63,000 BTU output that meets and exceeds the performance specification will be installed on the cab roof. The condenser cover and mounting legs to be painted white as provided by the A/C manufacturer. The evaporator unit will be installed in the rear portion of the cab ceiling over the engine tunnel. The evaporator will include two (2) high performance cores and plenums with multiple outlets, one (1) plenum directed to the front and one (1) plenum directed to the rear of the cab. The evaporator unit will have a 49,000 BTU (4.08 tons) rating that meets and exceeds the performance specifications. Adjustable air outlets will be strategically located on the evaporator cover per the following: • Four (4) will be directed towards the driver’s location • Four (4) will be directed towards the officer’s location • Eight (8) will be directed towards crew cab area The air conditioner refrigerant will be R-134A and will be installed by a certified technician. The air conditioner will be controlled by dual zone integral electronic control panels for the heater, defroster and air conditioner. The cab control panel will be located in the center console. For ease of operation, the control panels will include variable adjustment for temperature and fan control. Chanhassen Fire Department 47 of 131 INTERIOR CAB INSULATION The cab walls, ceiling and engine tunnel will be insulated in all strategic locations to maximize acoustic absorption and thermal insulation. The cab will be insulated with 2.00" insulation in the rear wall, 3.00" insulation in the side walls, and 1.50" insulation in the ceiling. Headliners will be constructed from a 0.20" high density polyethylene corrugated material. Each headliner will be wrapped with a 0.25" thick foil faced poly damp low emissivity foam insulation barrier for acoustic and thermal control. Designed for maximum sound absorption and thermal insulation, the rear cab wall will be insulated with a 1.50" thick open cell acoustical foam. The thermal protection of the foam will provide and R- value of 4 per 1.00" thickness. SUN VISORS Two (2) smoked Lexan™ sun visors provided. The sun visors will be located above the windshield with one (1) mounted on each side of the cab. There will be no retention bracket provided to help secure each sun visor in the stowed position. GRAB HANDLE A black rubber covered grab handle will be mounted on the door post of the driver side and passenger side cab door to assist in entering the cab. The grab handle will be securely mounted to the post area between the door and windshield. ENGINE COMPARTMENT LIGHTS There will be one (1) Whelen, Model 3SC0CDCR, 12-volt DC, 3.00" white LED light(s) with Whelen, Model 3FLANGEC, chrome flange kit(s) installed under the cab to be used as engine compartment illumination. These light(s) will be activated automatically when the cab is raised. ACCESS TO ENGINE DIPSTICKS For access to the engine oil and transmission fluid dipsticks, there will be a door on the engine tunnel, inside the crew cab. The door will be on the rear wall of the engine tunnel, on the vertical surface. The door will be 17.75" wide x 12.75" high and be flush with the wall of the engine tunnel. The engine oil dipstick will allow for checking only. The transmission dipstick will allow for both checking and filling. An additional port will be provided for filling the engine oil. The door will have a rubber seal for thermal and acoustic insulation. One (1) flush latch will be provided on the access door. SIDE ROLL PROTECTION The cab will be provided with a side roll protection system and will include the following: • A supplemental restraint system (SRS) sensor will be installed on a structural cab member behind the instrument panel. The SRS sensor will perform real time diagnostics of all critical subsystems and will record sensory inputs immediately before and during a side roll event. Chanhassen Fire Department 48 of 131 • A slave SRS sensor will be installed in the cab to provide capacity for eight (8) crew cab seating positions. • A fault-indicating light will be provided on the vehicle's instrument panel allowing the driver to monitor the operational status of the SRS system. • Air curtains will be provided in the outboard bolster of outboard seat backs to provide a cushion between occupant and the cab wall. • Suspension seats will be provided with devices to retract them to the lowest travel position during a side roll event. • Seat belts will be provided with pre-tensioners to remove slack from the seat belt during a side roll event. The SRS system will provide protection during a fast or slow 90-degree roll to the side, in which the vehicle comes to rest on its side. The system will analyze the vehicle's angle and rate of roll to determine the optimal activation of the advanced occupant restraints. The SRS system will deploy the following components in the event of a side roll: • Air curtains mounted in the outboard bolster of outboard seat backs. • Suspension seats will be retracted to the lowest travel position. • Seat belts will be pre-tensioned to firmly hold the occupant in place. SEATING CAPACITY The seating capacity in the cab will be six (6). DRIVER SEAT A Pierce PS6® seat will be provided in the cab for the driver. The seat design will be a cam action type with air suspension. For increased convenience, the seat will include electric controls to adjust the rake (15 degrees), height (1.75" travel) and horizontal (7.00" travel) position. Electric controls will be located below the forward part of the seat cushion. To provide flexibility for multiple driver configurations, the seat will have a reclining back, adjustable from 20 degrees back to 45 degrees forward. Providing for maximum comfort, the seat back will be a high back style with manual lumbar adjustment lever, for lower back support, and will include minimum 7.50" deep side bolster pads for maximum support. The lumbar adjustment lever will be easily located at the lower outboard position of the seat cushion. For optimal comfort, the seat will be provided with 17.00" deep dual density foam cushions designed with EVC (elastomeric vibration control). The seat will include the following features incorporated into the side roll protection system: • Side air curtain will be mounted integral to the outboard bolster of the seat back. The air curtain will be covered by a decorative panel when in the stowed position. • A suspension seat safety system will be included. When activated in the event of a side roll, this system will pretension the seat belt and retract the seat to its lowest travel position. The seat will be furnished with a 3-point, shoulder type seat belt. The seat belt will be furnished with dual automatic retractors that will provide ease of operation in the normal seating position. Chanhassen Fire Department 49 of 131 OFFICER SEAT A Pierce PS6® seat will be provided in the cab for the officer. The seat will be a cam action type, with air suspension. For increased convenience, the seat will include a manual control to adjust the horizontal position (6.00" travel). The manual horizontal control will be a towel-bar style located below the forward part of the seat cushion. To provide flexibility for multiple passenger configurations, the seat will have a reclining back adjustable from 20 degrees back to 0 degrees forward. The seat back will be a high back style with manual lumbar adjustment lever, and will include minimum 7.50" deep side bolster pads for maximum support. For optimal comfort, the seat will be provided with 17.00" deep dual density foam cushions designed with EVC (elastomeric vibration control). To ensure safe operation, the seat will be equipped with seat belt sensors in the seat cushion and belt receptacle that will activate an alarm indicating a seat is occupied but not buckled. The seat will include the following features incorporated into the side roll protection system: • Side air curtain will be mounted integral to the outboard bolster of the seat back. The air curtain will be covered by a decorative panel when in the stowed position. • A suspension seat safety system will be included. When activated this system will pretension the seat belt and retract the seat to its lowest travel position. The seat will be furnished with a 3-point, shoulder type seat belt. The seat belt will be furnished with dual automatic retractors that will provide ease of operation in the normal seating position. RADIO COMPARTMENT A compartment for the radio amplifier will be located on the floor of the cab behind the front passenger's seat. A lift-up door with a chrome plated lift and turn latch will be provided for access. The compartment will be constructed of smooth aluminum and painted to match the cab interior. REAR FACING DRIVER SIDE OUTBOARD SEAT There will be one (1) rear facing, Pierce PS6® seat provided at the driver side outboard position in the crew cab. The seat back will be a high back style with 7.50 degree fixed recline angle, and will include minimum 7.50" deep side bolster pads for maximum support. For optimal comfort, the seat will be provided with 17.00" deep dual density foam cushions designed with EVC. (elastomeric vibration control). To ensure safe operation, the seat will be equipped with seat belt sensors in the seat cushion and belt receptacle, that will activate an alarm indicating a seat is occupied but not buckled. The seat will include the following features incorporated into the side roll protection system: • Side air curtain will be mounted integral to the outboard bolster of the seat back. The air curtain will be covered by a decorative panel when in the stowed position. • A seat safety system will be included. When activated, this system will pretension the seat belt around the occupant to firmly hold them in place in the event of a side roll. The seat will be furnished with a 3-point, shoulder type seat belt. The seat belt will be furnished with dual automatic retractors that will provide ease of operation in the normal seating position. Chanhassen Fire Department 50 of 131 REAR FACING PASSENGER SIDE OUTBOARD SEAT There will be one (1) rear facing, Pierce PS6® seat provided at the passenger side outboard position in the crew cab. The seat back will be a high back style with 7.5 degree fixed recline angle, and will include minimum 7.50" deep side bolster pads for maximum support. For optimal comfort, the seat will be provided with 17.00" deep dual density foam cushions designed with EVC (elastomeric vibration control). To ensure safe operation, the seat will be equipped with seat belt sensors in the seat cushion and belt receptacle, that will activate an alarm indicating a seat is occupied but not buckled. The seat will include the following features incorporated into the side roll protection system: • Side air curtain will be mounted integral to the outboard bolster of the seat back. The air curtain will be covered by a decorative panel when in the stowed position. • A seat safety system will be included. When activated, this system will pretension the seat belt around the occupant to firmly hold them in place in the event of a side roll. The seat will be furnished with a 3-point, shoulder type seat belt. The seat belt will be furnished with dual automatic retractors that will provide ease of operation in the normal seating position. FORWARD FACING DRIVER SIDE OUTBOARD SEAT There will be one (1) forward facing flip-up seat provided at the driver side outboard position in the crew cab. The seat back will have a plywood backing, covered with foam padded upholstery. The seat bottom will be constructed of a piece of plywood covered with foam rubber and upholstery. The bottom cushion will have its bottom covered with brushed stainless steel, for a pleasant appearance when the seat bottom is in the up position. To ensure safe operation, the seat will be equipped with seat belt sensors in the seat cushion and belt receptacle, that will activate an alarm indicating a seat is occupied but not buckled. The seat will include the following features incorporated into the side roll protection system: • A seat safety system will be included. When activated, this system will pretension the seat belt around the occupant to firmly hold them in place in the event of a side roll. The seat will be furnished with a 3-point, shoulder type seat belt. FORWARD FACING CENTER CABINET A forward-facing cabinet will be provided in the crew cab at the center position. The cabinet will be 42.00" wide x 48.00" high x 24.00" deep with one (1) Amdor rollup door with anodized finish, non-locking. The cabinet will be provided with no false floor. The frame to frame opening of the cabinet will be 39.50" wide x 42.75" high. The minimum clear door opening will be 36.75" wide x 36.87" high. Chanhassen Fire Department 51 of 131 The cabinet will include three (3) infinitely adjustable shelves with a 1.25" up-turned lip painted to match the cab interior. The cabinet will include no louvers. The cabinet will be constructed of smooth aluminum and painted to match the cab interior. Cabinet Light There will be one (1) white LED strip light installed on the right side of the interior cabinet door opening and one (1) white LED strip light installed on the left side of the interior cabinet door opening. The lighting will be controlled by an automatic door switch. FORWARD FACING PASSENGER SIDE OUTBOARD SEAT There will be one (1) forward facing flip-up seat provided at the passenger side outboard position in the crew cab. The seat back will have a plywood backing, covered with foam padded upholstery. The seat bottom will be constructed of a piece of plywood covered with foam rubber and upholstery. The bottom cushion will have its bottom covered with brushed stainless steel, for a pleasant appearance when the seat bottom is in the up position. To ensure safe operation, the seat will be equipped with seat belt sensors in the seat cushion and belt receptacle that will activate an alarm indicating a seat is occupied but not buckled. The seat will include the following features incorporated into the side roll protection system: • A seat safety system will be included. When activated, this system will pretension the seat belt around the occupant to firmly hold them in place in the event of a side roll. The seat will be furnished with a 3-point, shoulder type seat belt. SEAT UPHOLSTERY All seat upholstery will be 36-ounce leather grain black Endure™ vinyl resistant to oil, grease and mildew. The cab will have six (6) seating positions. SEAT BELTS All seating positions in the cab, crew cab and tiller cab (if applicable) will have red seat belts. To provide quick, easy use for occupants wearing bunker gear, the female buckle and seat belt webbing length will meet or exceed the current edition of NFPA 1901 and CAN/ULC - S515 standards. The shoulder belt web length will be 120.00". Chanhassen Fire Department 52 of 131 The 3-point shoulder type seat belts will also include the ReadyReach D-loop assembly to the shoulder belt system. The ReadyReach feature adds an extender arm to the D-loop location placing the D-loop in a closer, easier to reach location. SHOULDER HARNESS HEIGHT ADJUSTMENT All seating positions furnished with 3-point shoulder type seat belts will include a height adjustment. This adjustment will optimize the belts effectiveness and comfort for the seated firefighter. A total of six (6) seating positions will have the adjustable shoulder harness. HELMET STORAGE PROVIDED BY FIRE DEPARTMENT NFPA 1901, 2016 edition, section 14.1.7.4.1 requires a location for helmet storage be provided. There is no helmet storage on the apparatus as manufactured. The fire department will provide a location for storage of helmets. CAB DOME LIGHTS There will be four (4) dual LED dome lights with black bezels provided. Two (2) lights will be mounted above the inside shoulder of the driver and officer and two (2) lights will be installed and located, one (1) on each side of the crew cab. The color of the LED's will be red and white. The white LED's will be controlled by the door switches and the lens switch. The color LED's will be controlled by the lens switch. In order to ensure exceptional illumination, each white LED dome light will provide a minimum of 10.1 foot-candles (fc) covering an entire 20.00" x 20.00" square seating position when mounted 40.00" above the seat. OVERHEAD MAP LIGHTS There will be two (2) Peterson, Model M371S, rectangular LED adjustable map lights installed in the cab: • One (1) overhead in front of the driving position. • One (1) overhead in front of the passenger's position. Each light will include a switch on the light housing. The light switches will be connected directly to the battery switched power. PORTABLE HAND LIGHTS, PROVIDED BY FIRE DEPARTMENT NFPA 1901, 2016 edition, section 5.9.4 requires two portable hand lights mounted in brackets fastened to the apparatus. Chanhassen Fire Department 53 of 131 The hand lights are not on the apparatus as manufactured. The fire department will provide and mount these hand lights. CAB INSTRUMENTATION The cab instrument panel will consist of gauges, an LCD display, telltale indicator lights, alarms, control switches, and a diagnostic panel. The function of instrument panel controls and switches will be identified by a label adjacent to each item. Actuation of the headlight switch will illuminate the labels in low light conditions. Telltale indicator lamps will not be illuminated unless necessary. The cab instruments and controls will be conveniently located within the forward cab section directly forward of the driver. Gauge and switch panels will be designed to be removable for ease of service and low cost of ownership. GAUGES The gauge panel will include the following ten (10) ivory gauges with chrome bezels to monitor vehicle performance: - Voltmeter gauge (Volts) Low volts (11.8 VDC) Amber indicator on gauge assembly with alarm High volts (15 VDC) Amber indicator on gauge assembly with alarm Very low volts (11.3 VDC) Amber indicator on gauge assembly with alarm Very high volts (16 VDC) Amber indicator on gauge assembly with alarm - Tachometer (RPM) - Speedometer (Primary (outside) MPH, Secondary (inside) Km/H) - Fuel level gauge (Empty - Full in fractions) Low fuel (1/8 full) Amber indicator on gauge assembly with alarm Very low fuel (1/32) fuel Amber indicator on gauge assembly with alarm Chanhassen Fire Department 54 of 131 - Engine oil pressure gauge (PSI) Low oil pressure to activate engine warning lights and alarms Red indicator on gauge assembly with alarm - Front air pressure gauge (PSI) Low air pressure to activate warning lights and alarm Red indicator on gauge assembly with alarm - Rear air pressure gauge (PSI) Low air pressure to activate warning lights and alarm Red indicator on gauge assembly with alarm - Transmission oil temperature gauge (Fahrenheit) High transmission oil temperature activates warning lights and alarm Amber indicator on gauge assembly with alarm - Engine coolant temperature gauge (Fahrenheit) High engine temperature activates an engine warning light and alarm Red indicator on gauge assembly with alarm - Diesel Exhaust Fluid Level Gauge (Empty - Full in fractions) Low fluid (1/8 full) Amber indicator on gauge assembly with alarm All gauges and gauge indicators will perform prove out at initial power-up to ensure proper performance. INDICATOR LAMPS To promote safety, the following telltale indicator lamps will be integral to the gauge assembly and are located above and below the center gauges. The indicator lamps will be "dead-front" design that is only visible when active. The colored indicator lights will have descriptive text or symbols. The following amber telltale lamps will be present: - Low coolant - Trac cntl (traction control) (where applicable) Chanhassen Fire Department 55 of 131 - Check engine - Check trans (check transmission) - Aux brake overheat (Auxiliary brake overheat) - Air rest (air restriction) - Caution (triangle symbol) - Water in fuel - DPF (engine diesel particulate filter regeneration) - Trailer ABS (where applicable) - Wait to start (where applicable) - HET (engine high exhaust temperature) (where applicable) - ABS (antilock brake system) - MIL (engine emissions system malfunction indicator lamp) (where applicable) - SRS (supplemental restraint system) fault (where applicable) - DEF (low diesel exhaust fluid level) The following red telltale lamps will be present: - Warning (stop sign symbol) - Seat belt - Parking brake - Stop engine - Rack down The following green telltale lamps will be provided: - Left turn - Right turn - Battery on The following blue telltale lamp will be provided: - High beam Chanhassen Fire Department 56 of 131 ALARMS Audible steady tone warning alarm: A steady audible tone alarm will be provided whenever a warning message is present. Audible pulsing tone caution alarm: A pulsing audible tone alarm (chime/chirp) will be provided whenever a caution message is present without a warning message being present. Alarm silence: Any active audible alarm will be able to be silenced by holding the ignition switch at the top position for three (3) to five (5) seconds. For improved safety, silenced audible alarms will intermittently chirp every 30 seconds until the alarm condition no longer exists. The intermittent chirp will act as a reminder to the operator that a caution or warning condition still exists. Any new warning or caution condition will enable the steady or pulsing tones respectively. INDICATOR LAMP AND ALARM PROVE-OUT Telltale indicators and alarms will perform prove-out at initial power-up to ensure proper performance. CONTROL SWITCHES For ease of use, the following controls will be provided immediately adjacent to the cab instrument panel within easy reach of the driver. Emergency master switch: A molded plastic push button switch with integral indicator lamp will be provided. Pressing the switch will activate emergency response lights and siren control. A green lamp on the switch provides indication that the emergency master mode is active. Pressing the switch again disables the emergency master mode. Headlight / Parking light switch: A three (3)-position maintained rocker switch will be provided. The first switch position will deactivate all parking lights and the headlights. The second switch position will activate the parking lights. The third switch position will activate the headlights. Panel backlighting intensity control switch: A three (3)-position momentary rocker switch will be provided. The first switch position decreases the panel backlighting intensity to a minimum level as the switch is held. The second switch position is the default position that does not affect the backlighting intensity. The third switch position increases the panel backlighting intensity to a maximum level as the switch is held. The following standard controls will be integral to the gauge assembly and are located below the right- hand gauges. All switches have backlit labels for low light applications. High idle engagement switch: A two (2)-position momentary rocker switch with integral indicator lamp will be provided. The first switch position is the default switch position. The second switch position will activate and deactivate the high idle function when pressed and released. The "Ok to Engage High Idle" indicator lamp must be active for the high idle function to engage. A green indicator lamp integral to the high idle engagement switch will indicate when the high idle function is engaged. "Ok to Engage High Idle" indicator lamp: A green indicator light will be provided next to the high idle activation switch to indicate that the interlocks have been met to allow high idle engagement. Chanhassen Fire Department 57 of 131 The following standard controls will be provided adjacent to the cab gauge assembly within easy reach of the driver. All switches will have backlit labels for low light applications. Ignition switch: A three (3)-position maintained/momentary rocker switch will be provided. The first switch position will deactivate vehicle ignition. The second switch position will activate vehicle ignition. The third momentary position will disable the Command Zone audible alarm if held for three (3) to five (5) seconds. A green indicator lamp will be activated with vehicle ignition. Engine start switch: A two (2)-position momentary rocker switch will be provided. The first switch position is the default switch position. The second switch position will activate the vehicle's engine. The switch actuator is designed to prevent accidental activation. 4-way hazard switch: A two (2)-position maintained rocker switch will be provided. The first switch position will deactivate the 4-way hazard switch function. The second switch position will activate the 4-way hazard function. The switch actuator will be red and includes the international 4-way hazard symbol. Heater, defroster, and optional air conditioning control panel: A control panel with membrane switches will be provided to control heater/defroster temperature and heater, defroster, and air conditioning fan speeds. A green LED status bar will indicate the relative temperature and fan speed settings. Turn signal arm: A self-canceling turn signal with high beam headlight and windshield wiper/washer controls will be provided. The windshield wiper control will have high, low, and intermittent modes. Parking brake control: An air actuated push/pull park brake control valve will be provided. Chassis horn control: Activation of the chassis horn control will be provided through the center of the steering wheel. CUSTOM SWITCH PANELS The design of cab instrumentation will allow for emergency lighting and other switches to be placed within easy reach of the operator thus improving safety. There will be positions for up to four (4) switch panels in the overhead console on the driver's side, up to four (4) switch panels in the engine tunnel console facing the driver, up to four (4) switch panels in the overhead console on the officer's side and up to two (2) switch panels in the engine tunnel console facing the officer. All switches will have backlit labels for low light applications. DIAGNOSTIC PANEL A diagnostic panel will be accessible while standing on the ground and located inside the driver's side door left of the steering column. The diagnostic panel will allow diagnostic tools such as computers to connect to various vehicle systems for improved troubleshooting providing a lower cost of ownership. Diagnostic switches will allow ABS systems to provide blink codes should a problem exist. The diagnostic panel will include the following: - Engine diagnostic port Chanhassen Fire Department 58 of 131 - Transmission diagnostic port - ABS diagnostic port - SRS diagnostic port (where applicable) - Command Zone USB diagnostic port - ABS diagnostic switch (blink codes flashed on ABS telltale indicator) - Diesel particulate filter regeneration switch (where applicable) - Diesel particulate filter regeneration inhibit switch (where applicable) CAB LCD DISPLAY A digital four (4)-row by 20-character dot matrix display will be integral to the gauge panel. The display will be capable of showing simple graphical images as well as text. The display will be split into three (3) sections. Each section will have a dedicated function. The upper left section will display the outside ambient temperature. The upper right section will display, along with other configuration specific information: - Odometer - Trip mileage - PTO hours - Fuel consumption - Engine hours The bottom section will display INFO, CAUTION, and WARNING messages. Text messages will automatically activate to describe the cause of an audible caution or warning alarm. The LCD will be capable of displaying multiple text messages should more than one caution or warning condition exist. AIR RESTRICTION INDICATOR A high air restriction warning indicator light LCD message with amber warning indicator and audible alarm shall be provided. "DO NOT MOVE APPARATUS" INDICATOR A flashing red indicator light, located in the driving compartment, will be illuminated automatically per the current NFPA requirements. The light will be labeled "Do Not Move Apparatus If Light Is On." The same circuit that activates the Do Not Move Apparatus indicator will activate a pulsing alarm when the parking brake is released. Chanhassen Fire Department 59 of 131 DO NOT MOVE TRUCK MESSAGES Messages will be displayed on the Command Zone™, color display located within sight of the driver whenever the Do Not Move Truck light is active. The messages will designate the item or items not in the stowed for vehicle travel position (parking brake disengaged). The following messages will be displayed (where applicable): • Do Not Move Truck • DS Cab Door Open (Driver Side Cab Door Open) • PS Cab Door Open (Passenger's Side Cab Door Open) • DS Crew Cab Door Open (Driver Side Crew Cab Door Open) • PS Crew Cab Door Open (Passenger's Side Crew Cab Door Open) • DS Body Door Open (Driver Side Body Door Open) • PS Body Door Open (Passenger's Side Body Door Open) • Rear Body Door Open • DS Ladder Rack Down (Driver Side Ladder Rack Down) • PS Ladder Rack Down (Passenger Side Ladder Rack Down) • Deck Gun Not Stowed • Lt Tower Not Stowed (Light Tower Not Stowed) • Fold Tank Not Stowed (Fold-A-Tank Not Stowed) • Aerial Not Stowed (Aerial Device Not Stowed) • Stabilizer Not Stowed • Steps Not Stowed • Handrail Not Stowed Any other device that is opened, extended, or deployed that creates a hazard or is likely to cause major damage to the apparatus if the apparatus is moved will be displayed as a caution message after the parking brake is disengaged. SWITCH PANELS The emergency light switch panel will have a master switch for ease of use plus individual switches for selective control. Each switch panel will contain eight (8) membrane-type switches each rated for one million (1,000,000) cycles. Panels containing less than eight (8) switch assignments will include non- functioning black appliqués. Documentation will be provided by the manufacturer indicating the rated cycle life of the switches. The switch panel(s) will be located in the overhead position above the windshield on the driver side overhead to allow for easy access. Additional switch panel(s) will be located in the overhead position(s) above the windshield or in designated locations on the lower instrument panel layout. The switches will be membrane-type and also act as an integral indicator light. For quick, visual indication the entire surface of the switch will be illuminated white whenever back lighting is activated and illuminated green whenever the switch is active. An active illuminated switch will flash when interlock requirements are not met or device is actively being load managed. For ease of use, a two Chanhassen Fire Department 60 of 131 (2)-ply, scratch resistant laser engraved Gravoply label indicating the use of each switch will be placed in the center of the switch. The label will allow light to pass through the letters for ease of use in low light conditions. WIPER CONTROL For simple operation and easy reach, the windshield wiper control will be an integral part of the directional light lever located on the steering column. The wiper control will include high and low wiper speed settings, a one (1)-speed intermittent wiper control and windshield washer switch. The control will have a "return to park" provision, which allows the wipers to return to the stored position when the wipers are not in use. SPARE CIRCUIT There will be one (1) pair of wires, including a positive and a negative, installed on the apparatus. The above wires will have the following features: The positive wire will be connected directly to the battery power. The negative wire will be connected to ground. Wires will be protected to 20 amps at 12 volts DC. Power and ground will terminate Engine Tunnel - Rear. Termination will be with heat shrinkable butt splicing. Wires will be sized to 125% of the protection. This circuit(s) may be load managed when the parking brake is set. SPARE CIRCUIT There will be one (1) pair of wires, including a positive and a negative, installed on the apparatus. The above wires will have the following features: • The positive wire will be connected directly to the battery switched power • The negative wire will be connected to ground • Wires will be protected to 20 amps at 12 volts DC • Power and ground will terminate on the rear area of the engine tunnel • Termination will be with heat shrinkable butt splicing • Wires will be sized to 125% of the protection This circuit(s) may be load managed when the parking brake is set. SPARE CIRCUIT There will be two (2) pair of wires, including a positive and a negative, installed on the apparatus. The above wires will have the following features: Chanhassen Fire Department 61 of 131 • The positive wire will be connected directly to the battery power • The negative wire will be connected to ground • Wires will be protected to 15 amps at 12 volts DC • Power and ground will terminate officer side dash area and on the back of the center console facing the officer next to the USB port • Termination will be with heat shrinkable butt splicing • Wires will be sized to 125 percent of the protection The circuit(s) may be load managed when the parking brake is set. SPARE CIRCUIT There will be two (2) dual USB fast charge socket mounts installed on the apparatus. The above wires will have the following features: • The positive wire will be connected directly to the battery power. • The negative wire will be connected to ground. • Wires will be protected to 4.8 amps at 12 volts DC. • The USB socket mount will be one on the side of the center console facing the officer and one on the side of the recessed dash in front of the officer. • Termination will be a Blue Sea Systems part number 1045 dual USB charger socket. • Wires will be sized to 125% of the protection. This circuit(s) may be load managed when the parking brake is applied. RECESS, DASH PANEL The dash panel across from the officer will be recessed to accommodate the mounting of miscellaneous items. The recess will be 8.25" down x 7.81" back and 20.88" wide. SWIVEL MOUNT There will be one (1) Johnny Ray, Model 203 swivel mount bracket(s) provided for the fire department's radio equipment. The swivel mount bracket(s) will be located for the two-way radio head mounted on the engine tunnel to the left of the officer and right of the center wrap around console. INFORMATION CENTER An information center employing a 7.00" diagonal touch screen color LCD display will be encased in an ABS plastic housing. The information center will have the following specifications: • Operate in temperatures from -40 to 185 degrees Fahrenheit • An Optical Gel will be placed between the LCD and protective lens • Five weather resistant user interface switches • Grey with black accents • Sunlight Readable Chanhassen Fire Department 62 of 131 • Linux operating system • Minimum of 1000nits rated display • Display can be changed to an available foreign language • An LCD display integral to the cab gauge panel will be included as outlined in the cab instrumentation area. • Programmed to read US Customary GENERAL SCREEN DESIGN Where possible, background colors will be used to provide "At a Glance" vehicle information. If information provided on a screen is within acceptable limits, a green background will be used. If a caution or warning situation arises the following will occur: • An amber background/text color will indicate a caution condition • A red background/text color will indicate a warning condition • The information center will utilize an "Alert Center" to display text messages for audible alarm tones. The text messages will be written to identify the item(s) causing the audible alarm to sound. If more than one (1) text message occurs, the messages will cycle every second until the problem(s) have been resolved. The background color for the "Alert Center" will change to indicate the severity of the "warning" message. If a warning and a caution condition occur simultaneously, the red background color will be shown for all alert center messages. • A label for each button will exist. The label will indicate the function for each active button for each screen. Buttons that are not utilized on specific screens will have a button label with no text or symbol. HOME/TRANSIT SCREEN This screen will display the following: • Vehicle Mitigation (if equipped) • Water Level (if the water level system includes compatible communications to the information center) • Foam Level (if the foam level system includes compatible communications to the information center) • Seat Belt Monitoring Screen Seat Belt Monitoring Screen • Tire Pressure Monitoring (if equipped) • Digital Speedometer • Active Alarms ON SCENE SCREEN This screen will display the following and will be auto activated with pump engaged (if equipped): • Battery Voltage • Fuel • Oil Pressure Chanhassen Fire Department 63 of 131 • Coolant Temperature • RPM • Water Level (if equipped) • Foam Level (if equipped) • Foam Concentration (if equipped) • Water Flow Rate (if equipped) • Water Used (if equipped) • Active Alarms VIRTUAL BUTTONS There will be four (4) virtual switch panel screens that match the overhead and lower lighting and HVAC switch panels. PAGE SCREEN The page screen will display the following and allow the user to progress into other screens for further functionality: • Diagnostics o Faults ▪ Listed by order of occurrence ▪ Allows to sort by system o Interlock ▪ Throttle Interlocks ▪ Pump Interlocks (if equipped) ▪ Aerial Interlocks (if equipped) ▪ PTO Interlocks (if equipped) o Load Manager ▪ A list of items to be load managed will be provided. The list will provide a description of the load. ▪ The lower the priority numbers the earlier the device will be shed should a low voltage condition occur. ▪ The screen will indicate if a load has been shed (disabled) or not shed. ▪ "At a glance" color features are utilized on this screen. o Systems ▪ Command Zone • Module type and ID number • Module Version • Input or output number • Circuit number connected to that input or output • Status of the input or output • Power and Constant Current module diagnostic information ▪ Foam (if equipped) ▪ Pressure Controller (if equipped) Chanhassen Fire Department 64 of 131 ▪ Generator Frequency (if equipped) o Live Data ▪ General Truck Data • Maintenance o Engine oil and filter o Transmission oil and filter o Pump oil (if equipped) o Foam (if equipped) o Aerial (if equipped) • Setup o Clock Setup o Date & Time ▪ 12- or 24-hour format ▪ Set time and date o Backlight ▪ Daytime ▪ Night time ▪ Sensitivity o Unit Selection o Home Screen o Virtual Button Setup o On Scene Screen Setup o Configure Video Mode ▪ Set Video Contrast ▪ Set Video Color ▪ Set Video Tint • Do Not Move o The screen will indicate the approximate location and type of item that is open or is not stowed for travel. The actual status of the following devices will be indicating ▪ Driver Side Cab Door ▪ Passenger's Side Cab Door ▪ Driver Side Crew Cab Door ▪ Passenger's Side Crew Cab Door ▪ Driver Side Body Doors ▪ Passenger's Side Body Doors ▪ Rear Body Door(s) ▪ Ladder Rack (if applicable) ▪ Deck Gun (if applicable) ▪ Light Tower (if applicable) ▪ Hatch Door (if applicable) ▪ Stabilizers (if applicable) ▪ Steps (if applicable) Chanhassen Fire Department 65 of 131 • Notifications o View Active Alarms ▪ Shows a list of all active alarms including date and time of the occurrence is shown with each alarm ▪ Silence Alarms - All alarms are silenced • Timer Screen • HVAC (if equipped) • Tire Information (if equipped) • Ascendant Set Up Confirmation (if equipped) Button functions and button labels may change with each screen. VEHICLE DATA RECORDER There will be a vehicle data recorder (VDR) capable of reading and storing vehicle information provided. The information stored on the VDR can be downloaded through a USB port mounted in a convenient location determined by cab model. A USB cable can be used to connect the VDR to a laptop to retrieve required information. The program to download the information from the VDR will be available to download on-line. The vehicle data recorder will be capable of recording the following data via hardwired and/or CAN inputs: • Vehicle Speed - MPH • Acceleration - MPH/sec • Deceleration - MPH/sec • Engine Speed - RPM • Engine Throttle Position - % of Full Throttle • ABS Event - On/Off • Seat Occupied Status - Yes/No by Position • Seat Belt Buckled Status - Yes/No by Position • Master Optical Warning Device Switch - On/Off • Time - 24 Hour Time • Date - Year/Month/Day Seat Belt Monitoring System A seat belt monitoring system (SBMS) will be provided on the Command Zone™ color display. The SBMS will be capable of monitoring up to 10 seating positions indicating the status of each seat position per the following: • Seat Occupied & Buckled = Green LED indicator illuminated • Seat Occupied & Unbuckled = Red LED indicator with audible alarm • No Occupant & Buckled = Red LED indicator with audible alarm Chanhassen Fire Department 66 of 131 • No Occupant & Unbuckled = No indicator and no alarm The seat belt monitoring screen will become active on the Command Zone color display when: • The home screen is active: o and there is any occupant seated but not buckled or any belt buckled with an occupant. o and there is no other Do Not Move Apparatus conditions present. As soon as all Do Not Move Apparatus conditions are cleared, the SBMS will be activated. The SBMS will include an audible alarm that will warn that an unbuckled occupant condition exists and the parking brake is released, or the transmission is not in park. TWO WAY RADIO INSTALLATION There will be one (1) customer supplied two-way radio(s) sent to the apparatus manufacturers preferred radio installer to be installed mounted behind the officer's seat per the shipping document. No antenna mount or whip will be included in this option. Specific radio shipping requirements will be followed. TWO WAY RADIO SPEAKER INSTALLATION There will be one (1) customer supplied two-way radio speakers sent to the apparatus manufacturers preferred third party installer to be installed centered below the center overhead switch panel where the swivel mount is normally located facing down. Specific shipping requirements will be followed. TWO-WAY RADIO CABLE INSTALLATION There will be one (1) customer supplied two-way radio remote head cable(s) sent to the apparatus manufacturers preferred radio installer for installation. The cable will be run on a swivel on the engine tunnel to the left of the officer and just to the right of the wrap around center console. Specific shipping requirements will be followed. RADIO ANTENNA MOUNT There will be one (1) standard 1.125", 18 thread antenna-mounting base(s) installed the right side on the cab roof with high efficiency, low loss, coaxial cable(s) routed to behind the officer seat. A weatherproof cap will be installed on the mount. VEHICLE CAMERA SYSTEM There will be a color vehicle camera system provided with the following: • One (1) camera located at the rear of the apparatus, pointing rearward, displayed automatically with the vehicle in reverse. Chanhassen Fire Department 67 of 131 • One (1) camera located on the right side of the apparatus, pointing rearward, displayed automatically with the right-side turn signal. • One (1) camera located on the left side of the apparatus, pointing rearward, displayed automatically with the left side turn signal. The camera images will be displayed on the driver's vehicle information center display. Audio from the microphone on the rear camera will be emitted by an amplified speaker with volume control located behind the driver seat. The following components will be included: • One (1) SV-CW134639CAI Camera • Two (2) CS134404CI Side cameras • One (1) Amplified speaker (if applicable) • All necessary cables ELECTRICAL POWER CONTROL SYSTEM The primary power distribution will be located forward of the officer's seating position and be easily accessible while standing on the ground for simplified maintenance and troubleshooting. Additional electrical distribution centers will be provided throughout the vehicle to house the vehicle's electrical power, circuit protection, and control components. The electrical distribution centers will be located strategically throughout the vehicle to minimize wire length. For ease of maintenance, all electrical distribution centers will be easily accessible. All distribution centers containing fuses, circuit breakers and/or relays will be easily accessible. Distribution centers located throughout the vehicle will contain battery powered studs for supplying customer installed equipment thus providing a lower cost of ownership. Circuit protection devices, which conform to SAE standards, will be utilized to protect electrical circuits. All circuit protection devices will be rated per NFPA requirements to prevent wire and component damage when subjected to extreme current overload. General protection circuit breakers will be Type- I automatic reset (continuously resetting). When required, automotive type fuses will be utilized to protect electronic equipment. Control relays and solenoid will have a direct current rating of 125 percent of the maximum current for which the circuit is protected per NFPA. SOLID-STATE CONTROL SYSTEM A solid-state electronics-based control system will be utilized to achieve advanced operation and control of the vehicle components. A fully computerized vehicle network will consist of electronic modules located near their point of use to reduce harness lengths and improve reliability. The control system will comply with SAE J1939-11 recommended practices. The control system will operate as a master-slave system whereas the main control module instructs all other system components. The system will contain patented Mission Critical software that maintains critical vehicle operations in the unlikely event of a main controller error. The system will utilize a Real Chanhassen Fire Department 68 of 131 Time Operating System (RTOS) fully compliant with OSEK/VDX™ specifications providing a lower cost of ownership. For increased reliability and simplified use, the control system modules will include the following attributes: • Green LED indicator light for module power • Red LED indicator light for network communication stability status • Control system self-test at activation and continually throughout vehicle operation • No moving parts due to transistor logic • Software logic control for NFPA mandated safety interlocks and indicators • Integrated electrical system load management without additional components • Integrated electrical load sequencing system without additional components • Customized control software to the vehicle's configuration • Factory and field re programmable to accommodate changes to the vehicle's operating parameters • Complete operating and troubleshooting manuals • USB connection to the main control module for advanced troubleshooting To assure long life and operation in a broad range of environmental conditions, the solid-state control system modules will meet the following specifications: • Module circuit board will meet SAE J771 specifications • Operating temperature from -40C to +70C • Storage temperature from -40C to +70C • Vibration to 50g IP67 rated enclosure (Totally protected against dust and also protected against the effect of temporary immersion between 15 centimeters and one (1) meter) Operating voltage from eight (8) volts to 16 volts DC The main controller will activate status indicators and audible alarms designed to provide warning of problems before they become critical. CIRCUIT PROTECTION AND CONTROL DIAGRAM Copies of all job-specific, computer network input and output (I/O) connections will be provided with each chassis. The sheets will indicate the function of each module connection point, circuit protection information (where applicable), wire numbers, wire colors and load management information. ON-BOARD ADVANCED/VISUAL ELECTRICAL SYSTEM DIAGNOSTICS The on-board information center will include the following diagnostic information: • Text description of active warning or caution alarms • Simplified warning indicators Chanhassen Fire Department 69 of 131 • Amber caution indication with intermittent alarm • Red warning indication with steady tone alarm All control system modules, with the exception of the main control module, will contain on-board visual diagnostic LEDs that assist in troubleshooting. The LEDs will be enclosed within the sealed, transparent module housing near the face of the module. One LED for each input or output will be provided and will illuminate whenever the respective input or output is active. Color-coded labels within the modules will encompass the LEDs for ease of identification. The LED indicator lights will provide point of use information for reduced troubleshooting time without the need for an additional computer. TECH MODULE WITH WIFI An in-cab module will provide WIFI wireless interface and data logging capability. The WIFI interface will comply with IEEE 802.11 b/g/n capabilities while communicating at 2.4 Gigahertz. The module will provide an external antenna connection allowing a line of site communication range of up to 300 feet with a roof mounted antenna. The module will transmit a password protected web page to a WIFI enabled device (i.e. most smart phones, tablets or laptops) allowing two levels of user interaction. The firefighter level will allow vehicle monitoring of the vehicle and firefighting systems on the apparatus. The technician level will allow diagnostic access to inputs and outputs installed on the Command Zone™, control and information system. The data logging capability will record faults from the engine, transmission, ABS and Command Zone™, control and information systems as they occur. No other data will be recorded at the time the fault occurs. The data logger will provide up to 2 Gigabytes of data storage. A USB connection will be provided on the Tech Module. It will provide a means to download data logger information and update software in the device. PROGNOSTICS A software-based vehicle tool will be provided to predict remaining life of the vehicle’s critical fluid and events. The system will send automatic indications to the Command Zone, color display and/or wireless enabled device to proactively alert of upcoming service intervals. Prognostics will include: • Engine oil and filter • Transmission oil and filter • Pump oil (if equipped) • Foam oil (if equipped) • Aerial oil and filter (if equipped) Chanhassen Fire Department 70 of 131 ADVANCED DIAGNOSTICS An advanced, Windows-based, diagnostic software program will be provided for this control system. The software will provide troubleshooting tools to service technicians equipped with a Windows-based computer or wireless enabled device. The service and maintenance software will be easy to understand and use and have the ability to view system input/output (I/O) information. INDICATOR LIGHT AND ALARM PROVE-OUT SYSTEM A system will be provided which automatically tests basic indicator lights and alarms located on the cab instrument panel. VOLTAGE MONITOR SYSTEM A voltage monitoring system will be provided to indicate the status of the battery system connected to the vehicle's electrical load. The system will provide visual and audible warning when the system voltage is below or above optimum levels. The alarm will activate if the system falls below 11.8 volts DC for more than two (2) minutes. DEDICATED RADIO EQUIPMENT CONNECTION POINTS There will be three (3) studs provided in the primary power distribution center located in front of the officer for two-way radio equipment. • The studs will consist of the following: • 12-volt 40-amp battery switched power • 12-volt 60-amp ignition switched power • 12-volt 60-amp direct battery power There will also be a 12-volt 100-amp ground stud located in or adjacent to the power distribution center. ENHANCED SOFTWARE The solid-state control system will include the following software enhancements: All perimeter lights and scene lights (where applicable) will be deactivated when the parking brake is released. Cab and crew cab dome lights will remain on for ten (10) seconds for improved visibility after the doors close. The dome lights will dim after ten (10) seconds or immediately if the vehicle is put into gear. Cab and crew cab perimeter lights will remain on for ten (10) seconds for improved visibility after the doors close. The dome lights will dim after ten (10) seconds or immediately if the vehicle is put into gear. Chanhassen Fire Department 71 of 131 EMI/RFI PROTECTION To prevent erroneous signals from crosstalk contamination and interference, the electrical system will meet, at a minimum, SAE J551/2, thus reducing undesired electromagnetic and radio frequency emissions. An advanced electrical system will be used to ensure radiated and conducted electromagnetic interference (EMI) or radio frequency interference (RFI) emissions are suppressed at their source. The apparatus will have the ability to operate in the electromagnetic environment typically found in fire ground operations to ensure clean operations. The electrical system will meet, without exceptions, electromagnetic susceptibility conforming to SAE J1113/25 Region 1, Class C EMR for 10KHz-1GHz to 100 Volts/Meter. The vehicle OEM, upon request, will provide EMC testing reports from testing conducted on an entire apparatus and will certify that the vehicle meets SAE J551/2 and SAE J1113/25 Region 1, Class C EMR for 10KHz-1GHz to 100 Volts/Meter requirements. EMI/RFI susceptibility will be controlled by applying appropriate circuit designs and shielding. The electrical system will be designed for full compatibility with low-level control signals and high-powered two-way radio communication systems. Harness and cable routing will be given careful attention to minimize the potential for conducting and radiated EMI/RFI susceptibility. ELECTRICAL All 12-volt electrical equipment installed by the apparatus manufacturer will conform to modern automotive practices. All wiring will be high temperature crosslink type. Wiring will be run, in loom or conduit, where exposed and have grommets where wire passes through sheet metal. Automatic reset circuit breakers will be provided which conform to SAE Standards. Wiring will be color, function and number coded. Function and number codes will be continuously imprinted on all wiring harness conductors at 2.00" intervals. Exterior exposed wire connectors will be positive locking, and environmentally sealed to withstand elements such as temperature extremes, moisture and automotive fluids. Electrical wiring and equipment will be installed utilizing the following guidelines: 1. All holes made in the roof will be caulked with silicon. Large fender washers, liberally caulked, will be used when fastening equipment to the underside of the cab roof. 2. Any electrical component that is installed in an exposed area will be mounted in a manner that will not allow moisture to accumulate in it. Exposed area will be defined as any location outside of the cab or body. 3. Electrical components designed to be removed for maintenance will not be fastened with nuts and bolts. Metal screws will be used in mounting these devices. Also, a coil of wire will be provided behind the appliance to allow them to be pulled away from mounting area for inspection and service work. 4. Corrosion preventative compound will be applied to all terminal plugs located outside of the cab or body. All non-waterproof connections will require this compound in the plug to prevent corrosion and for easy separation (of the plug). Chanhassen Fire Department 72 of 131 5. All lights that have their sockets in a weather exposed area will have corrosion preventative compound added to the socket terminal area. 6. All electrical terminals in exposed areas will have silicon (1890) applied completely over the metal portion of the terminal. All lights and reflectors, required to comply with Federal Motor Vehicle Safety Standard #108, will be furnished. Rear identification lights will be recessed mounted for protection. Lights and wiring mounted in the rear bulkheads will be protected from damage by installing a false bulkhead inside the rear compartments. An operational test will be conducted to ensure that any equipment that is permanently attached to the electrical system is properly connected and in working order. The results of the tests will be recorded and provided to the purchaser at time of delivery. BATTERY SYSTEM There will be four (4) 12-volt Exide®, Model 31S950X3W, batteries that include the following features will be provided: • 950 CCA, cold cranking amps • 190-amp reserve capacity • High cycle • Group 31 • Rating of 3800 CCA at 0 degrees Fahrenheit • 760 minutes of reserve capacity • Threaded stainless steel studs Each battery case will be a black polypropylene material with a vertically ribbed container for increased vibration resistance. The cover will be manifold vented with a central venting location to allow a 45- degree tilt capacity. The inside of each battery will consist of a "maintenance free" grid construction with poly wrapped separators and a flooded epoxy bottom anchoring for maximum vibration resistance. BATTERY SYSTEM There will be a single starting system with an ignition switch and starter button provided and located on the cab instrument panel. MASTER BATTERY SWITCH There will be a master battery switch provided within the cab within easy reach of the driver to activate the battery system. An indicator light will be provided on the instrument panel to notify the driver of the status of the battery system. Chanhassen Fire Department 73 of 131 BATTERY COMPARTMENTS The batteries will be stored in well-ventilated compartments that are located under the cab and bolted directly to the chassis frame. The battery compartments will be constructed of 3/16" steel plate and be designed to accommodate a maximum of three (3) group 31 batteries in each compartment. The compartments will include formed fit heavy-duty roto-molded polyethylene battery tray inserts with drains on each side of the frame rails. The batteries will be mounted inside of the roto-molded trays. JUMPER STUDS One (1) set of battery jumper studs with plastic color-coded covers will be installed on the battery box on the driver's side. This will allow enough room for easy jumper cable access. BATTERY CHARGER There will be a Kussmaul 1200, Model 091-187-12-Remote, battery charger provided. A Kussmaul, Model 091-194-IND-WT-**, water tight auto charge status center indicating the state of charge will be included. The color of the charge indicator will be red. The charger will have a maximum output of 40 amps and a fully automatic regulation. The battery charger will be wired to the AC shoreline inlet through an AC receptacle adjacent to the battery charger. Battery charger will be located in the cab behind the driver seat The battery charger indicator will be located near the driver's seat riser with special bracketry. AUTO EJECT FOR SHORELINE There will be one (1) Kussmaul™, Model 091-55-20-120, 20-amp 120-volt AC shoreline inlet(s) provided to operate the dedicated 120-volt AC circuits on the apparatus. The shoreline inlet(s) will include red weatherproof flip up cover(s). There will be a release solenoid wired to the vehicle's starter to eject the AC connector when the engine is starting. The shoreline(s) will be connected to the battery charger. There will be a mating connector body supplied with the loose equipment. There will be a label installed near the inlet(s) that state the following: • Line Voltage • Current Ratting (amps) • Phase • Frequency The shoreline receptacle will be located recess in driver side bumper extension. Chanhassen Fire Department 74 of 131 ALTERNATOR A Delco Remy®, Model 55SI, alternator will be provided. It will have a rated output current of 430 amps, as measured by SAE method J56. The alternator will feature an integral regulator and rectifier system that has been tested and qualified to an ambient temperature of 257 degrees Fahrenheit (125 degrees Celsius). The alternator will be connected to the power and ground distribution system with heavy-duty cables sized to carry the full rated alternator output. ELECTRONIC LOAD MANAGER An electronic load management (ELM) system will be provided that monitors the vehicles 12-volt electrical system, automatically reducing the electrical load in the event of a low voltage condition, and automatically restoring the shed electrical loads when a low voltage condition expires. This ensures the integrity of the electrical system. For improved reliability and ease of use, the load manager system will be an integral part of the vehicle's solid-state control system requiring no additional components to perform load management tasks. Load management systems which require additional components will not be allowed. The system will include the following features: • System voltage monitoring. • A shed load will remain inactive for a minimum of five minutes to prevent the load from cycling on and off. • Sixteen available electronic load shedding levels. • Priority levels can be set for individual outputs. • High Idle to activate before any electric loads are shed and deactivate with the service brake. o If enabled: ▪ "Load Man Hi-Idle On" will display on the information center. ▪ Hi-Idle will not activate until 30 seconds after engine start up. • Individual switch "on" indicator to flash when the particular load has been shed. • The information center indicates system voltage. The information center, where applicable, includes a "Load Manager" screen indicating the following: • Load managed items list, with priority levels and item condition. • Individual load managed item condition: o ON = not shed o SHED = shed SEQUENCER A sequencer will be provided that automatically activates and deactivates vehicle loads in a preset sequence thereby protecting the alternator from power surges. This sequencer operation will allow a gradual increase or decrease in alternator output, rather than loading or dumping the entire 12-volt load to prolong the life of the alternator. Chanhassen Fire Department 75 of 131 For improved reliability and ease of use, the load sequencing system will be an integral part of the vehicle's solid-state control system requiring no additional components to perform load sequencing tasks. Load sequencing systems which require additional components will not be allowed. Emergency light sequencing will operate in conjunction with the emergency master light switch. When the emergency master switch is activated, the emergency lights will be activated one by one at half- second intervals. Sequenced emergency light switch indicators will flash while waiting for activation. When the emergency master switch is deactivated, the sequencer will deactivate the warning light loads in the reverse order. Sequencing of the following items will also occur, in conjunction with the ignition switch, at half-second intervals: • Cab Heater and Air Conditioning • Crew Cab Heater (if applicable) • Crew Cab Air Conditioning (if applicable) • Exhaust Fans (if applicable) • Third Evaporator (if applicable) HEADLIGHTS There will be four (4) JW Speaker®, rectangular LED lights with heated lens mounted in the front quad style, chrome housing on each side of the cab grille: • the outside light on each side will contain a part number 055***1 low beam module • the inside light on each side will contain a part number 055***1 high beam module • the headlight to include chrome bezels The low beam lights will be activated when the headlight switch is on. The high beam and low beam lights will be activated when the headlight switch and the high beam switch is activated. DIRECTIONAL LIGHTS There will be two (2) Whelen 600® series, LED combination directional/marker lights provided. The lights will be located on the outside cab corners, next to the headlights. The color of the lenses will be the same color as the LED's. INTERMEDIATE LIGHT There will be two (2) Weldon, Model 9186-8580-29, amber LED turn signal marker lights furnished, one (1) each side, in the rear fender panel. The light will double as a turn signal and marker light. CAB CLEARANCE/MARKER/ID LIGHTS The front identification and clearance lights will be included in the front visor scene light. Chanhassen Fire Department 76 of 131 REAR CLEARANCE/MARKER/ID LIGHTING There will be three (3) LED identification lights located at the rear installed per the following: • As close as practical to the vertical centerline • Centers spaced not less than 6.00" or more than 12.00" apart • Red in color • All at the same height There will be two (2) LED lights installed at the rear of the apparatus used as clearance lights located at the rear of the apparatus per the following: • To indicate the overall width of the vehicle • One (1) each side of the vertical centerline • As near the top as practical • Red in color • To be visible from the rear • All at the same height There will be two (2) LED lights installed on the side of the apparatus used as marker lights as close to the rear as practical per the following: • To indicate the overall length of the vehicle • One (1) each side of the vertical centerline • As near the top as practical • Red in color • To be visible from the side • All at the same height The lights will be mounted with no guard. There will be two (2) red reflectors located on the rear of the truck facing to the rear. One (1) each side, as far to the outside as practical, at a minimum of 15.00", but no more than 60.00", above the ground. There will be two (2) red reflectors located on the side of the truck facing to the side. One (1) each side, as far to the rear as practical, at a minimum of 15.00", but no more than 60.00", above the ground. Per FMVSS 108 and CMVSS 108 requirements. REAR FMVSS LIGHTING The rear stop/tail and directional LED lighting will consist of the following: • Two (2) Whelen®, Model M6BTT, red LED stop/tail lights • Two (2) Whelen, Model M6T, amber LED arrow turn lights Chanhassen Fire Department 77 of 131 The lights shall be provided with clear lenses. The lights will be mounted in a polished combination housing. There will be two (2) Whelen Model M6BUW, LED backup lights provided in the tail light housing. LICENSE PLATE BRACKET There will be one (1) license plate bracket located below the tailboard on a removable bolt-on bracket located driver side. A white LED light will illuminate the license plate. A polished stainless-steel light shield will be provided over the light that will direct illumination downward, preventing white light to the rear. LIGHTING BEZEL There will be two (2) Whelen, Model M6FCV4P, four (4) place chromed ABS housings with Pierce logos provided for the rear M6 series stop/tail, directional, back up, scene lights or warning lights. BACK-UP ALARM A PRECO, Model 1040, solid-state electronic audible back-up alarm that actuates when the truck is shifted into reverse will be provided. The device will sound at 60 pulses per minute and automatically adjust its volume to maintain a minimum ten (10) dBA above surrounding environmental noise levels. CAB PERIMETER SCENE LIGHTS There will be four (4) Amdor, Model AY-LB-12HW020, 350 lumens each, 20.00" white LED strip lights provided, one (1) for each cab door. These lights will be activated automatically when the battery switch is on and the exit doors are opened or by the same means as the body perimeter scene lights. PUMP HOUSE PERIMETER LIGHTS There will be two (2) Amdor, Model AY-LB-12HW020, 350 lumens each, 20.00" LED weatherproof strip lights with brackets provided under the pump panel running boards, one (1) each side. The lights will be controlled by the same means as the body perimeter lights. BODY PERIMETER SCENE LIGHTS There will be two (2) Amdor, Model AY-LB-12HW020, 350 lumens, 20.00" long, white LED's, 12-volt DC lights provided at the rear step area of the body, one (1) each side shining to the rear. The perimeter scene lights will be activated when the parking brake is applied. STEP LIGHTS Four (4) white LED step lights will be provided. One (1) step light will be provided on each side, on the front compartment face and two (2) step lights at the rear to illuminate the tailboard. Chanhassen Fire Department 78 of 131 In order to ensure exceptional illumination, each light will provide a minimum of 25 foot-candles (fc) covering an entire 15.00" x 15.00" square placed 10.00" below the light and a minimum of 1.5 fc covering an entire 30.00" x 30.00" square at the same 10.00" distance below the light. These step lights will be actuated with the pump panel light switch. All other steps on the apparatus will be illuminated per the current edition of NFPA 1901. 12 VOLT LIGHTING There will be four (4) Whelen, Model PCPSM2*, 12-volt surface mounted LED combination spot/flood light(s) located two each side one at the front and rear of the side sheet. The lights will be mounted with chrome flange(s). The light(s) selected above will be controlled by the following: • a switch at the driver's side switch panel • a switch at the pump operator's panel • no additional switch location • no additional switch location These light(s) may be load managed when the parking brake is set. 12 VOLT LIGHTING There will be two (2) Whelen, Model PCPSM1*, 12-volt surface mounted LED combination spot/flood light(s) located one each side up high at the rear. The lights will be mounted with chrome flange(s). The light(s) selected above will be controlled by the following: • a switch at the driver's side switch panel • a switch at the pump operator's panel • a switch at the rear of apparatus on the passenger's side • no additional switch location These light(s) may be load managed when the parking brake is set. 12 VOLT LIGHTING There will be two (2) Whelen, Model PCPSM1*, 12 volt surface mounted LED combination spot/flood light(s) located one each side behind the crew cab door up high. The lights will be mounted with chrome flange(s). The light(s) selected above will be controlled by the following: • a switch at the driver's side switch panel • a switch at the pump operator's panel • no additional switch location • no additional switch location Chanhassen Fire Department 79 of 131 These light(s) may be load managed when the parking brake is set. WALKING SURFACE LIGHT There will be Model FRP, 4" round black 12-volt DC LED floodlight with bolt mount provided to illuminate the entire designated walking surface on top of the body. The light will be activated when the body step lights are on. 12 VOLT LIGHTING There will be a HiViz Model FT-B-72-ML-*, 2.56" high x 72.69" long x 2.45" deep 21,407 effective lumens 12-volt DC light on brackets in front of the cab roof per the following: • 54 white scene LEDs configured in spot and flood optics • three (3) amber LED identification lights • two (2) amber LED clearance lights The painted parts of the light housing and brackets to be white. The light will be activated by a switch at the driver's side switch panel with a progressive switch to control the intensity. The scene LEDs may be load managed when the parking brake is applied. HOSE BED LIGHTS There will be white 12-volt DC LED light strips with stainless steel protective cover, provided to light the hose bed area. Hose Bed lights will meet the photometric levels listed in NFPA 1901 for Hose Bed lighting requirements. • Light strip(s) will be installed along the upper edge of the left side of the hose bed. • Light strip(s) will be installed along the upper edge of the right side of the hose bed. The lights will be activated by a cup switch at the rear of the apparatus no more than 62.00" from the ground. WATER TANK Booster tank will have a capacity of 750 gallons and be constructed of polypropylene plastic by United Plastic Fabricating, Incorporated. Tank joints and seams will be nitrogen welded inside and out. Tank will be baffled in accordance with NFPA Bulletin 1901 requirements. Baffles will have vent openings at both the top and bottom to permit movement of air and water between compartments. Longitudinal partitions will be constructed of .38" polypropylene plastic and will extend from the bottom of the tank through the top cover to allow for positive welding. Chanhassen Fire Department 80 of 131 Transverse partitions will extend from 4.00" off the bottom of the tank to the underside of the top cover. All partitions will interlock and will be welded to the tank bottom and sides. Tank top will be constructed of .50" polypropylene. It will be recessed .38" and will be welded to the tank sides and the longitudinal partitions. Tank top will be sufficiently supported to keep it rigid during fast filling conditions. Construction will include 2.00" polypropylene dowels spaced no more than 30.00" apart and welded to the transverse partitions. Two (2) of the dowels will be drilled and tapped (.50" diameter, 13.00" deep) to accommodate lifting eyes. A sump that is 8.00" long x 8.00" wide x 6.00" deep will be provided at the bottom of the water tank. Sump will include a drain plug and the tank outlet. Tank will be installed in a fabricated cradle assembly constructed of structural steel. Sufficient crossmembers will be provided to properly support bottom of tank. Crossmembers will be constructed of steel bar channel or rectangular tubing. Tank will "float" in cradle to avoid torsional stress caused by chassis frame flexing. Rubber cushions, .50" thick x 3.00" wide, will be placed on all horizontal surfaces that the tank rests on. Stops or other provision will be provided to prevent an empty tank from bouncing excessively while moving vehicle. Mounting system will be approved by the tank manufacturer. Fill tower will be constructed of .50" polypropylene and will be a minimum of 8.00" wide x 14.00" long. Fill tower will be furnished with a .25" thick polypropylene screen and a hinged cover. An overflow pipe, constructed of 4.00" schedule 40 polypropylene, will be installed approximately halfway down the fill tower and extend through the water tank and exit to the rear of the rear axle. One (1) sleeve will be provided in the water tank for a 3.00" pipe to the rear. WATEROUS AUTOMATIC DIRECT TANK FILL SYSTEM There will be one (1) Waterous automatic water tank fill system connection installed on the LS lower pump panel. A 2.50" (F)NST chrome swivel will be located at the inlet. A check valve will be installed at the pump panel connection to prevent water from running out of the piping. An electrically controlled 2.50" full flow ball valve with 2.50" piping will be located in the pump enclosure area. Piping, for the fill, will be routed through the front wall of the tank and include a flow deflector to break up the stream of water entering the water tank. Chanhassen Fire Department 81 of 131 The automatic direct tank fill controls will have manual and automatic controls installed on the pump operator's panel. The electric valve will be wired to the water level gauge. When the water level falls to a point of approximately 50%, the valve will automatically open. When the water level returns to the point of 80% full mark, the valve will close. A 2.50" chrome plated 30-degree elbow and plug with VLH automatic pressure relieving thread technology will be provided for the tank fill connection. HOSE BED The hose bed will be fabricated of .125"-5052 aluminum with a nominal 38,000 psi tensile strength. Standard hose bed width will be 68.00" inside. Upper and rear edges of side panels will have a double break for rigidity. The upper inside area of the beavertails will be covered with brushed stainless steel to prevent damage to painted surface when hose is removed. Flooring of the hose bed will be removable aluminum grating with the top surface corrugated to aid in hose aeration. The grating slats will be a minimum of 0.50" x 4.50" with spacing between slats for hose ventilation. Hose bed will accommodate 600' 2.50", 800' of 5.00", 250' of 2.50'. HOSE BED DIVIDER Two (2) adjustable hose bed dividers will be furnished for separating hose. Each divider will be constructed of a .125" brushed aluminum sheet fitted and fastened into a slotted, 1.50" diameter radiused extrusion along the top, bottom, and rear edge. Divider will be fully adjustable by sliding in tracks, located at the front and rear of the hose bed. Divider will be held in place by tightening bolts, at each end. Acorn nuts will be installed on all bolts in the hose bed which have exposed threads. A cross-divider will be provided just behind the fill tower. The divider will be bolted to the side sheet. The left side hose bed side sheet will be moved out to the far outside of the body compartment increasing the hose bed width. The visible seam between the body compartment and the hose bed side sheets will be concealed with a chrome and black vinyl molding. The right-side hose bed side sheet will be moved out to the far outside of the body compartment increasing the hose bed width. Chanhassen Fire Department 82 of 131 The visible seam between the body compartment and the hose bed side sheets will be concealed with a chrome and black vinyl molding. HOSE BED COVER A roller shutter style hose bed cover will be supplied. The cover will be the full length and width of the hose bed area with a red vinyl flap at the rear. The vinyl flap will be attached to the cover with quarter turn fasteners at the top and spring clip-and-hook hold downs at the bottom. The cover will be constructed of stainless steel with aluminum support channels bonded and mechanically fastened to the bottom. The cover will have a non-slip coating applied to the top surface. A lift bar will be located at the rear of door and have latches on the outer extrusion of the door frame to hold the door in the closed position. A cross divider will be provided at the front of the hose bed to section off the door roll area. RUNNING BOARDS Running boards will be fabricated of .125" bright aluminum treadplate. Each running board will be supported by a welded 2.00" square tubing and channel assembly, which will be bolted to the pump compartment substructure. Running boards will be 12.75" deep and spaced .50" away from the pump panel. A splash guard will be provided above the running board treadplate. TAILBOARD The tailboard will also be constructed of .125" bright aluminum treadplate and spaced .50" from the body, as well as supported by a structural steel assembly. The tailboard area will be 18.00" deep and full width of the body. The exterior side will be flanged down and in for increased rigidity of tailboard structure. REAR WALL, SMOOTH ALUMINUM/BODY MATERIAL The rear facing surfaces of the center rear wall will be smooth aluminum. The bulkheads, the surface to the rear of the side body compartments, will be smooth and the same material as the body. TOW BAR A tow bar will be installed under the tailboard at center of truck. Tow bar will be fabricated of 1.00" CRS bar rolled into a 3.00" radius. Chanhassen Fire Department 83 of 131 Tow bar assembly will be constructed of .38" structural angle. When force is applied to the bar, it will be transmitted to the frame rail. Tow bar assembly will be designed and positioned to allow up to a 30-degree upward angled pull of 17,000 lb., or a 20,000 lb. straight horizontal pull in line with the centerline of the vehicle. Tow bar design will have been fully tested and evaluated using strain gauge testing and finite element analysis techniques. RUNNING BOARD HOSE RESTRAINT A pair of 2.00" wide black nylon straps with Velcro fasteners will be provided for each hose tray to secure the hose during travel. There will be One (1) hose tray located in the right-side running board. HOSE TRAY One (1) hose tray will be recessed in the passenger side running board. Capacity of the tray will be 20.00' of 5.00" soft suction hose. Rubber matting will be installed on the floor of the tray to provide proper ventilation. COMPARTMENTATION Body and compartments will be fabricated of .125", 5052-H32 aluminum. Side compartments will be an integral assembly with the rear fenders. Circular fender liners will be provided for prevention of rust pockets and ease of maintenance. Compartment flooring will be of the sweep out design with the floor higher than the compartment door lip. The compartment door opening will be framed by flanging the edges in 1.75" and bending out again .75" to form an angle. Drip protection will be provided above the doors by means of bright aluminum extrusion, formed bright aluminum treadplate or polished stainless steel. The top of the compartment will be covered with bright aluminum treadplate rolled over the edges on the front, rear and outward side. These covers will have the corners welded. Side compartment covers will be separate from the compartment tops. Front facing compartment walls will be covered with bright aluminum treadplate. All screws and bolts which protrude into a compartment will have acorn nuts on the ends to prevent injury. Chanhassen Fire Department 84 of 131 UNDERBODY SUPPORT SYSTEM Due to the severe loading requirements of this pumper a method of body and compartment support suitable for the intended load will be provided. The backbone of the support system will be the chassis frame rails which is the strongest component of the chassis and is designed for sustaining maximum loads. The support system will include .375" thick steel vertical angle supports bolted to the chassis frame rails with .625" diameter bolts. Attached to the bottom of the steel vertical angles will be horizontal angles, with gussets welded to the vertical members, which extend to the outside edge of the body. A steel frame will be mounted on the top of these supports to create a floating substructure which will result in a 500 lb. equipment support rating per lower compartment. The floating substructure will be separated from the horizontal members with neoprene elastomer isolators. These isolators will reduce the natural flex stress of the chassis from being transmitted to the body. Isolators will have a broad load range, proven viability in vehicular applications, be of a fail-safe design and allow for all necessary movement in three (3) transitional and rotational modes. The neoprene isolators will be installed in a modified V three (3)-point mounting pattern to reduce the natural flex of the chassis being transmitted to the body. AGGRESSIVE WALKING SURFACE All exterior surfaces designated as stepping, standing, and walking areas will comply with the required average slip resistance of the current NFPA standards. LOUVERS Louvers will be stamped into compartment walls to provide the proper airflow inside the body compartments and to prevent water from dripping into the compartment. Where these louvers are provided, they will be formed into the metal and not added to the compartment as a separate plate. TESTING OF BODY DESIGN Body structural analysis has been fully tested. Proven engineering and test techniques such as finite element analysis, stress coating and strain gauging have been performed with special attention given to fatigue, life and structural integrity of the cab, body and substructure. Body will be tested while loaded to its greatest in-service weight. The criteria used during the testing procedure will include: • Raising opposite corners of the vehicle tires 9.00" to simulate the twisting a truck may experience when driving over a curb. • Making a 90-degree turn, while driving at 20 mph to simulate aggressive driving conditions. Chanhassen Fire Department 85 of 131 • Driving the vehicle at 35 mph on a washboard road. • Driving the vehicle at 55 mph on a smooth road. • Accelerating the vehicle fully, until reaching the approximate speed of 45 mph on rough pavement. Evidence of actual testing techniques will be made available upon request. LEFT SIDE COMPARTMENTATION The left side compartmentation will consist of three rollup door compartments. A full height, rollup door compartment ahead of the rear wheels will be provided. The interior dimensions of this compartment will be 44.00" wide x 65.13" high x 25.88" deep. The clear door opening will be a minimum of 38.25" wide x 56.88" high. A rollup door compartment over the rear wheels will be provided. The interior dimensions of this compartment will be 66.50" wide x 31.38" high x 25.88" deep. The clear door opening will be a minimum of 58.25" wide x 23.13" high. A full height, rollup door compartment behind the rear wheels will be provided. The interior dimensions of this compartment will be 47.75" wide x 66.13" high x 25.88" deep. The clear door opening will be a minimum of 44.75" wide x 57.88" high. The interior height of the compartments will be measured from the compartment floor to the ceiling. The spool of the rollup door at the top of the compartment takes up some usable space. The depth of the compartments will be measured from the back wall to the inside of the door frame. Closing of the door will not require releasing, unlocking, or unlatching any mechanism and will easily be accomplished with one hand. Chanhassen Fire Department 86 of 131 RIGHT SIDE COMPARTMENTATION The right-side compartmentation will consist of three rollup door compartments. A full height, rollup door compartment ahead of the rear wheels will be provided. The interior dimensions of this compartment will be 44.00" wide x 65.13" high x 25.88" deep. The clear door opening will be a minimum of 38.25" wide x 56.88" high. A rollup door compartment over the rear wheels will be provided. The interior dimensions of this compartment will be 66.50" wide x 31.38" high x 25.88" deep. The clear door opening will be a minimum of 58.25" wide x 23.13" high. A full height, rollup door compartment behind the rear wheels will be provided. The interior dimensions of this compartment will be 47.75" wide x 66.13" high x 25.88" deep. The clear door opening will be a minimum of 44.75" wide x 57.88" high. The interior height of the compartments will be measured from the compartment floor to the ceiling. The spool of the rollup door at the top of the compartment takes up some usable space. The depth of the compartments will be measured from the back wall to the inside of the door frame. Closing of the door will not require releasing, unlocking, or unlatching any mechanism and will easily be accomplished with one hand. ROLLUP DOOR, SIDE COMPARTMENTS There will be six (6) compartment doors installed on the side compartments, double faced, aluminum construction, painted one (1) color to match the lower portion of the body and manufactured by AMDOR™ brand rollup doors. Chanhassen Fire Department 87 of 131 Door(s) will be constructed using 1.00" extruded double wall aluminum slats which will feature a flat smooth interior surface to provide maximum protection against equipment hang-up. The slats will be connected with a structural driven ball and socket hinge designed to provide maximum curtain diaphragm strength. Mounting and adjusting the curtain will be done with a clip system that connects the curtain to the balancer drum allowing for easy tension adjustment without tools. The slats will be mounted in reusable slat shoes with positive snap-lock securement. Each slat will incorporate weather tight recessed dual durometer seals. One (1) fin will be designed to locate the seal within the extrusion. The second will serve as a wiping seal which will also allow for compression to prevent water ingression. The doors will be mounted in a one (1)-piece aluminum side frame with recessed side seals to minimize seal damage during equipment deployment. All seals including side frames, top gutters and bottom panel are to be manufactured utilizing non-marring materials. Bottom panel flange of rollup door will be equipped with two (2) cut-outs to allow for easier access with gloved hands. A polished stainless-steel lift bar to be provided for each roll-up door. The lift bar will be located at the bottom of door with striker latches installed at the base of the side frames. Side frame mounted door strikers will include support beneath the stainless-steel lift bar to prevent door curtain bounce, improve bottom seal life expectancy and to avoid false door ajar signals. All injection molded rollup door wear components will be constructed of Type 6 nylon. Each rollup door will have a 3.00-inch diameter balancer/tensioner drum to assist in lifting the door. The header for the rollup door assembly will not exceed 4.00". A heavy-duty magnetic switch will be used for control of open compartment door warning lights. COMPARTMENTATION, REAR A roll-up door compartment above the rear tailboard will be provided. Interior dimensions of this compartment will be 40.00" wide x 47.38" high x 41.88" deep in the lower 38.75" of height and 31.75" deep in the remaining upper portion. Depth of the compartment will be calculated with the compartment door closed. For a chassis with a rear mounted fuel tank, a louvered removable access panel will be furnished on the back wall of the compartment. Rear compartment will be open into the rear side compartments. Clear door opening of this compartment will be 33.25" wide x 38.75" high. Closing of the door will not require releasing, unlocking, or unlatching any mechanism and will easily be accomplished with one hand. Chanhassen Fire Department 88 of 131 ROLLUP REAR COMPARTMENT DOOR The rear compartment will have a rollup door. The door will be double faced, aluminum construction, painted one (1) color to match the lower portion of the body and manufactured by AMDOR™ brand rollup doors. The door will be constructed using 1.00" extruded double wall aluminum slats which will feature a flat smooth interior surface to provide maximum protection against equipment hang-up. The slats will be connected with a structural driven ball and socket hinge designed to provide maximum curtain diaphragm strength. Mounting and adjusting the curtain will be done with a clip system that connects the curtain to the balancer drum allowing for easy tension adjustment without tools. The slats will be mounted in reusable slat shoes with positive snap-lock securement. Each slat will incorporate weather tight recessed dual durometer seals. One (1) fin will be designed to locate the seal within the extrusion. The second will serve as a wiping seal which will also allow for compression to prevent water ingression. The door will be mounted in a one (1)-piece aluminum side frame with recessed side seals to minimize seal damage during equipment deployment. All seals including side frames, top gutters and bottom panel are to be manufactured utilizing non-marring materials. Bottom panel flange of rollup door will be equipped with two (2) cut-outs to allow for easier access with gloved hands. A polished stainless-steel lift bar to be provided for each roll-up door. The lift bar will be located at the bottom of door with striker latches installed at the base of the side frames. Side frame mounted door strikers will include support beneath the stainless-steel lift bar to prevent door curtain bounce, improve bottom seal life expectancy and to avoid false door ajar signals. All injection molded rollup door wear components will be constructed of Type 6 Nylon. The door will have a 3.00-inch diameter balancer/tensioner drum to assist in lifting the door. The header for the rollup door assembly will not exceed 4.00". A heavy-duty magnetic switch will be used for control of open compartment door warning lights. COMPARTMENT LIGHTING There will be seven (7) compartment(s) with two (2) white 12-volt DC LED compartment light strips. The dual light strips will be centered vertically along each side of the door framing. There will be two (2) light strips per compartment. The dual light strips will be in all body compartment(s). Any remaining compartments without light strips will have a 6.00" diameter Truck-Lite, Model: 79384 light. Each light will have a number 1076 one filament, two wire bulb. Opening the compartment door will automatically turn the compartment lighting on. Chanhassen Fire Department 89 of 131 COMPARTMENT LIGHTING Metal clamps will be used to retain the strip lighting in all body compartments. MOUNTING TRACKS There will be seven (7) sets of tracks for mounting shelf(s) in RS9. These tracks will be installed vertically to support the adjustable shelf(s), and will be full height of the compartment. The tracks will be painted to match the compartment interior. ADJUSTABLE SHELVES There will be nine (9) shelves with a capacity of 500 lb. provided. The shelf construction will consist of .188" aluminum painted spatter gray with 2.00" sides. Each shelf will be infinitely adjustable by means of a threaded fastener, which slides in a track. The shelves will be held in place by .12" thick stamped plated brackets and bolts. The location(s) will be determined at a later date. SLIDE-OUT FLOOR MOUNTED TRAY There will be two (2) floor mounted slide-out tray(s) with 2.00" sides provided D1 and P1. Each tray will be rated for up to 500lb in the extended position. The tray(s) will be constructed of a minimum .13" aluminum with welded corners. The finish will be painted spatter gray. The tray(s) will be designed for maximum compartment width and depth. Slides will be equipped with ball bearings for ease of operation and years of dependable service. The slides will be located on the sides of the tray so that the tray can be located as close to the compartment floor as possible. Automatic locks will be provided for both the "in" and "out" positions. The trip mechanism for the locks will be located at the front of the tray for ease of use with a gloved hand. SWING OUT TOOLBOARD A swing out aluminum tool board will be provided. It will be a minimum of .188" thick with .203" diameter holes in a pegboard pattern with 1.00" centers between holes. A 1.00" x 1.00" aluminum tube frame will be welded to the edge of the pegboard. The board will be mounted on a pivoting device at the front of the compartment on the top and bottom to allow easy movement in and out of the compartment. The maximum tool load will be 400 pounds. The board will have positive lock in the stowed and extended position. The board will be mounted on adjustable tracks from front to back within the compartment. Chanhassen Fire Department 90 of 131 There will be One (1) tool board(s) provided. The tool board(s) will be spatter gray painted and installed LS3. One (1) partition will be bolted in in the P3 compartment to mount the tool board to, tool board to be as long as possible. Each partition will be the full height. Each partition will be painted spatter gray to match compartment interior. ALUMINUM PEGBOARD Two (2) horizontally installed tracks, with 0.19" aluminum pegboard will be installed on the back wall of one (1) compartments. The holes will be .203" diameter, punched 1.00" on center. The pegboard will be spatter gray painted. The pegboard(s) will be located in LS2. Retainers will be used to mount the pegboard to the tracks. RUB RAIL Bottom edge of the side and rear of the body compartments will be trimmed with a bright aluminum extruded rub rail. Trim will be 2.12" high with 1.38" flanges turned outward for rigidity. The rub rails will not be an integral part of the body construction, which allows replacement in the event of damage. BODY FENDER CROWNS Polished stainless-steel fender crowns will be provided around the rear wheel openings with a dielectric barrier will be provided between the fender crown and the fender sheet metal to prevent corrosion. These fender crowns must be wide enough to prevent splashing onto the body from the specified tires. The fender crowns will be held in place with stainless steel screws that thread directly into a composite nut and not directly into the parent body sheet metal to eliminate dissimilar metals contact and greatly reduce the chance for corrosion. Rubber welting will be provided between the body and crown. BODY FENDER LINER A painted fender liner will be provided. The liners will be removable to aid in the maintenance of rear suspension components. HARD SUCTION HOSE Hard suction hose will not be required. HANDRAILS The handrails will be 1.25" diameter anodized aluminum extrusion, with a ribbed design, to provide a positive gripping surface. Chrome plated end stanchions will support the handrail. Plastic gaskets will be used between end stanchions and any painted surfaces. Drain holes will be provided in the bottom of all vertically mounted handrails. Chanhassen Fire Department 91 of 131 Handrails will be provided to meet NFPA 1901 section 15.8 requirements. The handrails will be installed as noted on the sales drawing. HANDRAILS One (1) vertical handrail, not less than 29.00" long, will be located on each rear beavertail. One (1) horizontal knurled handrail will be provided above the hose bed at the rear of the apparatus. EXTINGUISHER/AIR BOTTLE/ STORAGE (TRIANGULAR) A total of one (1) extinguisher/air bottle/storage compartments will be provided passenger side rear of wheel. The triangular shaped compartment will be sized to fit an 8.00" diameter extinguisher in the lower area and an 8.00" diameter extinguisher in the upper area. The compartment will be approximately 25.50" deep. A partition will be provided to separate the compartment. Also, inside the compartment, black rubber matting will be provided. The compartment will be furnished with a drain hole. A brushed stainless steel, triangular shaped door with a Southco non-locking C2 chrome lever latch will be provided to contain the air bottles. A dielectric barrier will be provided between the door hinge, hinge fasteners and the body sheet metal. AIR BOTTLE COMPARTMENT STRAP A strap will be provided in the air bottle compartment(s) to help contain the bottles when the vehicle is parked on an incline. The strap will wrap around the neck and attach to the wall of the compartment. AIR BOTTLE STORAGE (TRIPLE) A quantity of one (1) air bottle compartment designed to hold (3) air bottles up to 7.25" in diameter x 26.00" deep will be provided on the right side forward of the rear wheels. A brushed stainless-steel door with a Southco non-locking C2 chrome lever latch will be provided to contain the air bottle. A dielectric barrier will be provided between the door hinge, hinge fasteners and the body sheet metal. Inside the compartment, black rubber matting will be provided. AIR BOTTLE COMPARTMENT STRAP A strap will be provided in the air bottle compartment(s) to help contain the air bottles when the vehicle is parked on an incline. The strap will wrap around the neck and attach to the wall of the compartment. AIR BOTTLE STORAGE (DOUBLE) A quantity of two (2) air bottle compartments, 15.25" wide x 7.75" tall x 26.00" deep, will be provided on the left side forward of the rear wheels. The triangular door shall cover the double air bottle opening and the DEF tank access. and on the left side rearward of the rear wheels. The triangular door shall cover the double air bottle opening and the fuel tank access. A brushed stainless-steel door with a Southco non-locking C2 chrome lever latch will be provided to contain the air bottle. A dielectric barrier will be provided between the door hinge, hinge fasteners and the body sheet metal. Inside the compartment, black rubber matting will be provided. Chanhassen Fire Department 92 of 131 AIR BOTTLE COMPARTMENT STRAP A strap shall be provided in the air bottle compartment to help contain the air bottle when the vehicle is parked on an incline. The strap shall wrap around the neck and attach to the wall of the compartment. AIR BOTTLE HOLDERS Four (4) brackets will be provided for mounting air bottles. Each bracket will be a Ziamatic, model KD- UN-6-30-2-SFCRS, and contain a collision restraint strap. It will be mounted on tracks and used for adjusting the location of the bracket within the compartment. Install in the P2 compartment. EXTENSION LADDER There will be a 24' two-section aluminum Duo-Safety Series 900-A extension ladder provided. ROOF LADDER There will be a 14' aluminum Duo-Safety Series 775-A roof ladder provided. LADDER STORAGE The ladders will be stored inside the upper section of the right-side compartments. This ladder rack will reduce the depth of the upper section in the side compartments. A partition will be installed inside the compartment on the side of the rack to allow for equipment storage and to conceal the ladders. The ladders will be banked in separate storage troughs. The ladder storage assembly will be fabricated of stainless-steel track angles to aid in loading and removal of ladders. Rear of the ladder storage area will have a vertically hinged smooth aluminum door with lift-and-turn latches to contain the ladders. FOLDING LADDER One (1) 10.00' aluminum, Series 585-A, Duo-Safety folding ladder will be installed in a U-shaped trough inside the ladder storage compartment. PIKE POLE PROVIDED BY FIRE DEPARTMENT NFPA 1901, 2016 edition, Section 5.9.4 requires one (1) 8 ft or longer pike pole mounted in a bracket fastened to the apparatus. The pike pole is not on the apparatus as manufactured. The fire department will provide and mount the pike pole. The pike pole(s) will be a Duo-Safety 10' pike pole. 6' PIKE POLE PROVIDED BY FIRE DEPARTMENT NFPA 1901, 2016 edition, Section 5.9.4 requires one (1) 6' pike pole or plaster hook mounted in a bracket fastened to the apparatus. Chanhassen Fire Department 93 of 131 The pike pole is not on the apparatus as manufactured. The fire department will provide and mount the pike pole. The pike pole(s) will be a Duo-Safety 6' pike pole. PIKE POLE STORAGE Poly tubing will be used for the storage of six (6) pike poles and will be located ladder storage compartment. If the head of a pike pole can come in contact with a painted surface, a stainless-steel scuff plate will be provided. FOLDING STEPS FRONT OF BODY Folding steps will be provided full height on the left side body compartments to provide access to the cargo bed. The quantity installed as noted on the sales drawing. The Trident steps will be bright finished, non-skid with a black coating. The step will incorporate an LED light to illuminate the stepping surface. The steps can be used as a hand hold with two openings wide enough for a gloved hand. LADDER, TOP ACCESS A wide easy climbing access ladder, constructed of aluminum rungs and extruded aluminum rails, will be provided on the left side at the rear of the apparatus. The inside climbing area of the ladder will be 13.75" wide The lower section of the ladder will be retractable into the upper section to eliminate interference with the rear FMVSS lights. When lowered the bottom rung will be lower than the body, approximately 16.00" to 20.00" from the ground to allow a lower first step height. The ladder will be slanted when in use for easy access, and fold against the body for storage to reduce the overall length. Corrosion resistant, stainless steel spring-loaded locks will hold the ladder in place. Three (3) additional folding steps will be located one (1) on the left side front bulkhead, two (2) on the left side front bulkhead and three (3) on the left side front bulkhead. The step(s) will be bright finished, non-skid with a black coating. Each step will incorporate an LED light to illuminate the stepping surface. The step(s) can be used as a hand hold with two openings wide enough for a gloved hand. PUMP Pump will be a Waterous CS, 1250 gpm, single (1) stage midship mounted centrifugal type. Pump will be the class "A" type. Pump will deliver the percentage of rated discharge at pressures indicated below: - 100% of rated capacity at 150 psi net pump pressure. -70% of rated capacity at 200 psi net pump pressure. Chanhassen Fire Department 94 of 131 -50% of rated capacity at 250 psi net pump pressure. Pump body will be close-grained gray iron, bronze fitted, and horizontally split in two (2) sections for easy removal of the entire impeller shaft assembly (including wear rings). Pump will be designed for complete servicing from the bottom of the truck, without disturbing the pump setting or apparatus piping. Pump case halves will be bolted together on a single horizontal face to minimize a chance of leakage and facilitate ease of reassembly. No end flanges will be used. Discharge manifold of the pump will be cast as an integral part of the pump body assembly and will provide a minimum of three (3) 3.50" openings for flexibility in providing various discharge outlets for maximum efficiency. The three (3) 3.50" openings will be located as follows: one (1) outlet to the right of the pump, one (1) outlet to the left of the pump, and one (1) outlet directly on top of the discharge manifold. Impeller shaft will be stainless steel, accurately ground to size. It will be supported at each end by sealed, anti-friction ball bearings for rigid precise support. Bearings will be protected from water and sediment by suitable stuffing boxes, flinger rings, and oil seals. No special or sleeve type bearings will be used. Pump will be equipped with a self-adjusting, maintenance-free, mechanical shaft seal. The mechanical seal will consist of a flat, highly polished, spring fed carbon ring that rotates with the impeller shaft. The carbon ring will press against a highly polished stainless-steel stationary ring that is sealed within the pump body. In addition, a throttling ring will be pressed into the steel chamber cover, providing a very small clearance around the rotating shaft in the event of a mechanical seal failure. The pump performance will not deteriorate, nor will the pump lose prime, while drafting if the seal fails during pump operation. Wear rings will be bronze and easily replaceable to restore original pump efficiency and eliminate the need to replace the entire pump casing due to wear. PUMP TRANSMISSION The pump transmission will be made of a three (3) piece, aluminum, horizontally split casing. Power transfer to pump will be through a high strength Morse HY-VO silent drive chain. By the use of a chain rather than gears, 50% of the sprocket will be accepting or transmitting torque, compared to two (2) or three (3) teeth doing all the work. Drive shafts will be 2.35" diameter hardened and ground alloy steel and supported by ball bearings. The case will be designed to eliminate the need for water cooling. Chanhassen Fire Department 95 of 131 PUMPING MODE An interlock system will be provided to ensure that the pump drive system components are properly engaged so that the apparatus can be safely operated. The interlock system will be designed to allow stationary pumping only. AIR PUMP SHIFT Pump shift engagement will be made by a two (2) position sliding collar, actuated pneumatically (by air pressure), with a three (3) position air control switch located in the cab. Two (2) indicator lights will be provided adjacent to the pump shift inside the cab. One (1) green light will indicate the pump shift has been completed and be labeled "pump engaged". The second green light will indicate when the pump has been engaged, and that the chassis transmission is in pump gear. This indicator light will be labeled "OK to pump". Another green indicator light will be installed adjacent to the hand throttle on the pump panel and indicate either the pump is engaged and the road transmission is in pump gear, or the road transmission is in neutral and the pump is not engaged. This indicator light will be labeled "Warning: Do not open throttle unless light is on". The pump shift will be interlocked to prevent the pump from being shifted out of gear when the chassis transmission is in gear to meet NFPA requirements. The pump shift control in the cab will be illuminated to meet NFPA requirements. TRANSMISSION LOCK-UP The direct gear transmission lock-up for the fire pump operation will engage automatically when the pump shift control in the cab is activated. AUXILIARY COOLING SYSTEM A supplementary heat exchange cooling system will be provided to allow the use of water from the discharge side of the pump for cooling the engine water. The heat exchanger will be cylindrical type and will be a separate unit. The heat exchanger will be installed in the pump or engine compartment with the control located on the pump operator's control panel. Exchanger will be plumbed to the master drain valve. INTAKE RELIEF VALVE An Elkhart relief valve will be installed on the suction side of the pump preset at 125 psig. Relief valve will have a working range of 75 psig to 250 psig. Outlet will terminate below the frame rails with a 2.50" National Standard hose thread adapter and will have a "do not cap" warning tag. Control will be located behind an access door at a side pump panel. Chanhassen Fire Department 96 of 131 PRESSURE CONTROLLER A Fire Research Pump Boss Model PBA400 pressure governor will be provided. A pressure transducer will be installed in the water discharge manifold on the pump. The display panel will be located at the pump operator's panel. PRIMER SYSTEM A Waterous electric pump priming system conforming to standards outlined in the current edition of NFPA 1901 will be furnished with the apparatus. One (1) VPO electric motor driven rotary vane primer will be provided. One (1) VAP vacuum activated priming valve will be plumbed main pump. One (1) momentary push-button control will be located at the pump operator's panel. The push button control system control will operate an electric priming motor and the priming valve will automatically open during priming and close when the primer is deactivated. PUMP MANUALS There will be a total of two (2) pump manuals provided by the pump manufacturer and furnished with the apparatus. The manuals will be provided by the pump manufacturer in the form of two (2) electronic copies. Each manual will cover pump operation, maintenance, and parts. PLUMBING, STAINLESS STEEL AND HOSE All inlet and outlet lines will be plumbed with either stainless steel pipe, flexible polypropylene tubing or synthetic rubber hose reinforced with hi-tensile polyester braid. All hose's will be equipped with brass or stainless-steel couplings. All stainless-steel hard plumbing will be a minimum of a schedule 10 wall thickness. Where vibration or chassis flexing may damage or loosen piping or where a coupling is required for servicing, the piping will be equipped with Victaulic or rubber couplings. Plumbing manifold bodies will be ductile cast iron or stainless steel. All piping lines are to be drained through a master drain valve or will be equipped with individual drain valves. All drain lines will be extended with a hose to drain below the chassis frame. All water carrying gauge lines will be of flexible polypropylene tubing. All piping, hose and fittings will have a minimum of a 500 PSI hydrodynamic pressure rating. PLUMBING, FOAM SYSTEM All piping that is in contact with the foam concentrate or foam/water solution will be stainless steel. The fittings will be stainless steel or brass. Cast iron pump manifolds will be allowed. Chanhassen Fire Department 97 of 131 MAIN PUMP INLETS A 6.00" pump manifold inlet will be provided on each side of the vehicle. The suction inlets will include removable die cast zinc screens that are designed to provide cathodic protection for the pump, thus reducing corrosion in the pump. MAIN PUMP INLET CAP PROVIDED BY FIRE DEPARTMENT NFPA 1901, 2016 edition, section 16.6.8 requires all intakes to be provided with caps or closures capable of withstanding a hydrostatic gauge pressure of 500 psi. The caps are not on the apparatus as manufactured. The fire department will provide both caps for the main pump inlets. INLET BUTTERFLY VALVE One (1) butterfly valve will be provided on the right-side main pump inlet. The 6.00" inlet valve will be provided with a built-in, adjustable pressure relief valve and a 3/4" bleeder valve will be provided on the inlet side of the valve. The valve will be electrically operated with an Elkhart E1F electric valve actuator. An Elkhart UBEC1 valve controller with LED indicator lights will be provided at the pump operator's panel. The electric actuator will be furnished with a manual over ride, accessible from the pump panel. A wrench will be provided to manually open or close the valve. VALVES All inlet valves will be Elkhart. Waterous valves will be used for all discharges, three inch and under. The Waterous valves will have a solid bronze ball that is chromium plated for a hard, durable surface. The spring-loaded floating seal assembly will require no adjustment, yet provides a tight seal against both pressure and vacuum. LEFT SIDE INLET There will be one (1) auxiliary inlet with a 2.50" valve at the left side pump panel, terminating with a 2.50" (F) National Standard hose thread adapter. The auxiliary inlet will be provided with a strainer, chrome swivel and plug. The location of the valve for the one (1) inlet will be behind the pump panel. INLET CONTROL The side auxiliary inlet(s) will incorporate a quarter-turn ball valve with the control located at the inlet valve. The valve operating mechanism will indicate the position of the valve. LARGE DIAMETER REAR INLET A 5.00" inlet rear inlet with screen will be provided using 5.00" piping and a 5.00" butterfly valve. Chanhassen Fire Department 98 of 131 Screen will provide cathodic protection against corrosion in piping. Piping will contain only large radiused elbows, no mitered joints. The plumbing will be routed to the rear through the water tank. The inlet will terminate beside the rear compartment, above the tailboard, on the right side. A bleeder valve will be located at the threaded connection. REAR INLET CAP The rear inlet will have a National Standard hose thread adapter with a long handle chrome cap. The cap will be the Pierce VLH, which incorporates an exclusive thread design to automatically relieve stored pressure in the line when disconnected. REAR INLET CONTROL The rear inlet will be gated with an electric operated control at the pump operator's panel. The control will be momentary to allow the valve to be gated for ease of operation. Indicator lights will be provided to show if the valve is open or closed. INTAKE RELIEF VALVE An intake relief valve, preset at 125 psig, will be installed on the inlet side of the valve. Relief valve will have a working range of 75 psig to 250 psig. Outlet will terminate below the frame rails. INLET BLEEDER VALVE A 0.75" bleeder valve will be provided for each side gated inlet. The valves will be located behind the panel with a swing style handle control extended to the outside of the panel. The handles will be chrome plated and provide a visual indication of valve position. The swing handle will provide an ergonomic position for operating the valve without twisting the wrist and provides excellent leverage. The water discharged by the bleeders will be routed below the chassis frame rails. TANK TO PUMP The booster tank will be connected to the intake side of the pump with 3.00" piping and a quarter turn 3.50" Waterous valve with the control remotely located at the operator's panel. Tank to pump line will run straight (no elbows) from the pump into the front face of the water tank and angle down into the tank sump. A rubber coupling will be included in this line to prevent damage from vibration or chassis flexing. A check valve will be provided in the tank to pump supply line to prevent the possibility of "back filling" the water tank. TANK REFILL A 1.50" combination tank refill and pump re-circulation line will be provided, using a 2.50" Waterous full flow valve controlled from the pump operator's panel by a manual control. Chanhassen Fire Department 99 of 131 LEFT SIDE DISCHARGE OUTLETS There will be two (2) discharge outlets with a 2.50" valve on the left side of the apparatus, terminating with a 2.50" (M) National Standard hose thread adapter. RIGHT SIDE DISCHARGE OUTLETS There will be one (1) discharge outlet with a 2.50" valve on the right side of the apparatus, terminating with a 2.50" (M) National Standard hose thread adapter. LARGE DIAMETER DISCHARGE OUTLET There will be a 4.00" discharge outlet with a 3.50" Waterous valve installed on the right side of the apparatus, terminating with a 4.00" (M) National Standard hose thread adapter. This discharge outlet will be actuated with a Waterous handwheel control at the pump operator's control panel. An indicator will be provided to show when the valve is in the closed position. FRONT DISCHARGE OUTLET There will be one (1) 1.50" discharge outlet piped to the front of the apparatus and located in the center bumper tray. Plumbing will consist of 2.00" piping and flexible hose with a 2.00" ball valve with control at the pump operator's panel. A fabricated weldment made of stainless-steel pipe will be used in the plumbing where appropriate. The piping will terminate with a 1.50" NST with 90-degree stainless steel swivel. There will be automatic drains provided at all low points of the piping. REAR DISCHARGE OUTLET There will be one (1) discharge outlet piped to the rear of the hose bed, left side, installed so proper clearance is provided for spanner wrenches or adapters. Plumbing will consist of 2.50" piping along with a 2.50" full flow ball valve with the control from the pump operator's panel. FRONT OF HOSE BED DISCHARGE OUTLET There will be one (1) discharge outlet discharge(s) piped to the front of the hose bed and located on the right side far #4 hose bed. Plumbing will consist of 2.50" piping with a 2.50" full-flow ball valve controlled at the pump operator's panel. The discharge(s) will terminate with a 2.50" (M) National Standard hose thread adapter. DISCHARGE CAPS Chrome plated, rocker lug, caps with chains will be furnished for all side discharge outlets. The caps will be the Pierce VLH, which incorporates an exclusive thread design to automatically relieve stored pressure in the line when disconnected. Chanhassen Fire Department 100 of 131 OUTLET BLEEDER VALVE A 0.75" bleeder valve will be provided for each outlet 1.50" or larger. Automatic drain valves are acceptable with some outlets if deemed appropriate with the application. The valves will be located behind the panel with a swing style handle control extended to the outside of the side pump panel. The handles will be chrome plated and provide a visual indication of valve position. The swing handle will provide an ergonomic position for operating the valve without twisting the wrist and provides excellent leverage. Bleeders will be located at the bottom of the pump panel. They will be properly labeled identifying the discharge they are plumbed in to. The water discharged by the bleeders will be routed below the chassis frame rails. LEFT SIDE OUTLET ELBOWS The 2.50" discharge outlets located on the left side pump panel will be furnished with a 2.50" (F) National Standard hose thread x 2.50" (M) National Standard hose thread, chrome plated, 45-degree elbow. The elbow will be Pierce VLH, which incorporates an exclusive thread design to automatically relieve stored pressure in the line when disconnected. RIGHT SIDE OUTLET ELBOWS The 2.50" discharge outlets located on the right-side pump panel will be furnished with a 2.50" (F) National Standard hose thread x 2.50" (M) National Standard hose thread, chrome plated, 45-degree elbow. The elbow will be Pierce VLH, which incorporates an exclusive thread design to automatically relieve stored pressure in the line when disconnected. REAR OUTLET ELBOWS The 2.50" discharge outlets located at the rear of the apparatus will be furnished with a 2.50" (F) National Standard hose thread x 2.50" (M) National Standard hose thread, chrome plated, 45-degree elbow. The elbow will be Pierce VLH, which incorporates an exclusive thread design to automatically relieve stored pressure in the line when disconnected. LARGE DIAMETER OUTLET ELBOWS The 4.00" outlet(s) will be furnished with one (1) 4.00" (F) National Standard hose thread x 5.00" Storz elbow adapter with Storz cap. DISCHARGE OUTLET CONTROLS The Compressed Air Foam (CAF) discharge outlets will incorporate a quarter-turn ball valve with the control located at the pump operator's panel. The valve(s) will be controlled by an Elkhart UICS electric controller, that incorporates the discharge valve control and CAFS air injection as well as displays the discharge pressure. Chanhassen Fire Department 101 of 131 Electric controls will be provided for three (3) discharge outlets. two forward crosslays and the front bumper discharge. All non CAFS discharges will incorporate a quarter-turn ball valve with the control located at the pump operator's panel. The valve operating mechanism will indicate the position of the valve. If a handwheel control valve is used, the control will be a minimum of a 3.9" diameter chrome plated handwheel with a dial position indicator built in to the center of the Handwheel. DELUGE RISER A 3.00" deluge riser will be installed above the pump in such a manner that a monitor can be mounted and used effectively. The piping will be 3.00" and a 3.50" Waterous valve will be installed. Piping will be installed securely so no movement develops when the line is charged. The riser will be gated and controlled at the pump operator's panel with a chrome plated handwheel. TELESCOPIC PIPING The deluge riser piping will include a 12.00" Task Force Model XG12 Extend-A-Gun extension. This extension will be telescopic to allow the deluge gun to be raised 12.00" increasing the range of operation. A position sensor will be provided on the telescopic piping that will activate the "do not move vehicle" light inside the cab when the monitor is in the raised position. MONITOR A Task Force Tips Crossfire #XFT-NJ monitor will be properly installed on the deluge riser. This monitor will be painted to match the body. NOZZLE A Task Force Tips Master Stream 1250 M-R nozzle will be provided. The deluge riser Extend-a-Gun will have provisions for direct mounting a Task Force Tips CrossFire monitor. CROSSLAY HOSE BEDS Three (3) crosslays with 1.50" outlets will be provided. Each bed to be capable of carrying 200' of 1.75", these trays shall be the same size as the aerial 32207 and will be plumbed with 2.00" i.d. pipe and gated with a 2.00" quarter turn ball valve. Outlets to be equipped with a 1.50" National Standard hose thread with swivel will be located below the crosslay hose bed poly trays. The crosslay controls will be at the pump operator's panel. A removable tray will be provided for the crosslay hose bed. The crosslay tray will be constructed of black poly to provide a lightweight sturdy tray. Two (2) hand holes will be in the floor and additional hand holes will be provided in the sides for easy removal and installation from the compartment. The Chanhassen Fire Department 102 of 131 floor of the trays will be perforated to allow for drainage and hose drying. A notch will be provided in the tray to allow outlet swivel(s) to be connected to hose. Vertical scuff plates, constructed of stainless steel, will be provided at the front and rear ends of the bed on each side of vehicle. Crosslay bed flooring will consist of removable perforated brushed aluminum. HOSE RESTRAINT SIDES One (1) vinyl end skirt will be provided on each side of the crosslay/speedlay/deadlay hose beds to secure the hose during travel. Each end skirt will be a single piece with seat belt buckle style latches at the top and Velcro strap pull releases at the bottom. The Velcro straps will be approximately 9.00" in length. A(n) red release strap will be provided for each seat belt buckle in order to help facilitate the release of the buckle from the ground. Color will be black. CROSSLAY COVER A bi-fold .19" aluminum treadplate cover will be installed over the crosslay hose beds. It will include a latch at each end of the cover to hold it securely in place, a chrome grab handle at each end for opening and closing the cover and a foam rubber gasket where the cover comes into contact to a painted surface. CROSSLAY LOWER THAN STD The crosslays shall be lowered 15.00" from standard. FOAM CONCENTRATE PROPORTIONING SYSTEM PLUMBING (FUTURE INSTALL) A foam manifold will be provided for the future installation of a Waterous Aquis 1.5, 3.0 or 6.0, single agent foam system. The foam system will be plumbed to four (4) discharges. The discharges capable of dispensing foam will be front bumper, two 1.75" crosslays and rear 2.50. Provisions will be provided for the installation of one (1) paddle wheel to monitor all foam discharges. One (1) check valve will be installed in the plumbing to prevent foam from contaminating the water pump. The check valve will be approved by the foam system manufacturer. COMPRESSED AIR FOAM SYSTEM A PTO will be installed on the engine transmission to drive a customer/dealer installed Waterous Platinum, PTO driven 200cfm CAFS system compressor. This compressor will be located by the customer/dealer on the left side of the truck near the front of the pump house area. Provisions/space will be made/accounted for installing this CAFS compressor located within this area by the customer/dealer. The OEM will only provide the PTO and a single switch for activating this PTO on the pump operators panel. The customer/dealer is fully responsible for installing and testing the entire CAFS system beside the PTO installed by the OEM. Chanhassen Fire Department 103 of 131 CAFS SYSTEM PLUMBING (FUTURE INSTALL) Check valve(s) with spring(s) will be provided/installed on the discharge side of the valve(s) for the future installation of a Waterous Platinum CAFS system. The CAFS system will be plumbed to the following discharge(s), center crosslay, front crosslay, center of front bumper and left rear outlet. Four (4) discharge(s) will capable of dispensing CAFS. FOAM TANK The foam tank will be an integral portion of the polypropylene water tank. The cell will have a capacity of 20 gallons of foam with the intended use of Class A foam. The foam cell will not reduce the capacity of the water tank. The foam cell will have a screen in the fill dome and a breather in the lid. FOAM TANK DRAIN The foam tank drain will be a 1.00" drain valve located inside the pump compartment accessible through a door on the right-side pump panel. PUMP COMPARTMENT The pump compartment will be separate from the hose body and compartments so that each may flex independently of the other. It will be a fabricated assembly of steel tubing, angles and channels which supports both the fire pump and the side running boards. The pump compartment will be mounted on the chassis frame rails with rubber biscuits in a four-point pattern to allow for chassis frame twist. Pump compartment, pump, plumbing and gauge panels will be removable from the chassis in a single assembly. PUMP MOUNTING Pump will be mounted to a substructure which will be mounted to the chassis frame rail using rubber isolators. The mounting will allow chassis frame rails to flex independently without damage to the fire pump. PUMP CONTROL PANELS (SIDE CONTROL) All pump controls and gauges will be located at the left side of the apparatus and properly marked. The pump panel on the right side will be removable with lift and turn type fasteners. The left side will be fastened with screws. The control panels will be 52.00" wide. The gauge and control panels will be two (2) separate panels for ease of maintenance. The side gauge panel will be hinged at the bottom with a full-length stainless-steel hinge. The fasteners used to hold the panel in the upright position will be quarter turn type. Vinyl covered cable or chains will be used to hold the gauge panel in the dropped position. Polished stainless-steel trim collars will be installed around all inlets and outlets. Chanhassen Fire Department 104 of 131 All push/pull valve controls will have 1/4 turn locking control rods with polished chrome plated zinc tee handles. Guides for the push/pull control rods will be chrome plated zinc castings securely mounted to the pump panel. Push/pull valve controls will be capable of locking in any position. The control rods will pull straight out of the panel and will be equipped with universal joints to eliminate binding. The identification tag for each valve control will be recessed in the face of the tee handle. All discharge outlets will have color coded identification tags, with each discharge having its own unique color. Color coding will include the labeling of the outlet and the drain for each corresponding discharge. All line pressure gauges will be mounted in individual chrome plated castings with the identification tag recessed in the casting below the gauge. All remaining identification tags will be mounted on the pump panel in chrome plated bezels. Mounting of the castings and identification bezels will be done with a threaded peg cast on the back side of the bezel or screws. PUMP PANEL CONFIGURATION The left side and right-side pump panel configurations will match those on 32207. Option differences may be evident and an identical match is not possible. An as close as possible similarity will be the intent. PUMP AND GAUGE PANEL The pump and gauge panels will be constructed of aluminum with a painted FormCoat black finish. A polished aluminum trim molding will be provided around each panel. The right-side pump panel will be vertically hinged and fastened with lift and turn fasteners. The left side operators pump panel will be secured using screws. The upper left side gauge panel will be horizontally hinged and fastened with lift and turn latches. PUMP COMPARTMENT LIGHT There will be one (1) Whelen®, Model 3SC0CDCR, 3.00" white 12-volt DC LED light(s) with Whelen, Model 3FLANGEC, flange(s) installed in the pump compartment. There will be a switch accessible through a door on the pump panel included with this installation. Engine monitoring graduated LED indicators will be incorporated with the pressure controller. Also provided at the pump panel will be the following: - Master Pump Drain Control ALUMINUM HEAT ENCLOSURE A heat enclosure will be installed, trapping hot air radiated from the engine exhaust system, which will warm the fire pump. The enclosure will consist of an aluminum understructure, with easily removable aluminum panels. Also, a covering above the pump will be provided, so warm air cannot escape freely. Chanhassen Fire Department 105 of 131 ELECTRIC GAUGE HEATER An MC Products electric gauge heater will be provided for all water carrying gauges. PUMP COMPARTMENT HEATER A hot water heater shall be installed in the pump compartment. Controls for the heater shall be located at the pump operator's panel. RUBBER BOOT The front and rear of the pump house will be enclosed to contain the heat. The rear will have openings for the plumbing only. A rubber boot will be supplied around the plumbing, at the front, sides and rear of the pump house, the boot will allow the plumbing to flex and keep cold air out. VACUUM AND PRESSURE GAUGES The pump vacuum and pressure gauges will be liquid filled and manufactured by Class 1 Incorporated ©. The gauges will be a minimum of 6.00" in diameter and will have white faces with black lettering, with a pressure range of 30.00"-0-600#. The pump pressure and vacuum gauges will be installed adjacent to each other at the pump operator's control panel. Test port connections will be provided at the pump operator's panel. One will be connected to the intake side of the pump, and the other to the discharge manifold of the pump. They will have 0.25 in. standard pipe thread connections and polished stainless-steel plugs. They will be marked with a label. PRESSURE GAUGES The individual "line" pressure gauges for the discharges will be Class 1© interlube filled. They will be a minimum of 2.00" in diameter and have white faces with black lettering. Gauge construction will include a Zytel nylon case with adhesive mounting gasket and threaded retaining nut. Gauges will have a pressure range of 30"-0-400#. The individual pressure gauge will be installed as close to the outlet control as practical. This gauge will include a 10-year warranty against leakage, pointer defect, and defective bourdon tube. WATER LEVEL GAUGE A Fire Research TankVision Pro model WLA300-A00 water tank indicator gauge will be installed on the pump operators’ panel. The gauge kit will include an electronic indicator module, a pressure sensor, and a 10' sensor cable. The gauge will show the volume of water in the tank on nine (9) easy to see super bright RGB LEDs. A wide view lens over the LEDs will provide for a viewing angle of 180 degrees. Chanhassen Fire Department 106 of 131 The gauge case will be waterproof, manufactured of Polycarbonate/Nylon material, and have a distinctive blue label. The program features will be accessed from the front of the indicator module. The program will support self-diagnostics capabilities, self-calibration, six (6) programmable colored light patterns to display tank volume, adjustable brightness control levels and a data link to connect remote indicators. Low water warnings will include flashing LEDs at 1/4 tank and down chasing LEDs when the tank is almost empty. The gauge will receive an input signal from an electronic pressure sensor. The sensor will be mounted from the outside of the water tank near the bottom. No probe will be placed on the interior of the tank. Wiring will be weather resistant and have automotive type plug-in connectors. WATER LEVEL GAUGE There will be two (2) additional water level indicator, Whelen®, Model PSTANK, LED module installed one (1) each side rearward of crew cab doors. This light module will include four (4) colored levels, and function similar to the water level indicator located at the operator’s panel: • First green module indicates a full water level • Second blue module indicates a water level above 3/4 full • Third amber module indicates a water level above 1/2 full • Last red module indicates a water level above 1/4 full and empty o Above 1/4 this light will be steady burning o At empty this light will be flashing This module will be activated when the parking brake is applied. FOAM LEVEL GAUGE An Innovative Controls electric foam level indicator will be provided on the gauge panel that registers by means of ten (10) brightly colored LED lights. This level monitor will indicate the following: - Full - 3/4 - 1/2 - 1/4 - Refill To further alert the pump operator, the refill light shall start flashing when the foam level drops below the 1/4 mark. Chanhassen Fire Department 107 of 131 LIGHT SHIELD There will be a polished, 16-gauge stainless steel light shield installed over the pump operator's panel. • There will be 12-volt DC white LED lights installed under the stainless-steel light shield to illuminate the controls, switches, essential instructions, gauges, and instruments necessary for the operation of the apparatus. These lights will be activated by the pump panel light switch. Additional lights will be included every 18.00" depending on the size of the pump house. • One (1) pump panel light will come on when the pump is in ok to pump mode. There will be a light activated above the pump panel light switch when the parking brake is set. This is to afford the operator some illumination when first approaching the control panel. There will be a green pump engaged indicator light activated on at the operator's panel when the pump is shifted into gear from inside the cab. AIR HORN SYSTEM There will be two (2) Grover air horns recessed in the front bumper. The horn system will be piped to the air brake system wet tank utilizing 0.38" tubing. A pressure protection valve will be installed in-line to prevent loss of air in the air brake system. Air Horn Location The air horns will be located on each side of the bumper, towards the outside. AIR HORN CONTROL The air horns will be actuated by a foot switch on the officer's side and by the horn button in the steering wheel. The driver will have the option to control the air horns or the chassis horns from the horn button by means of a selector switch located on the instrument panel. ELECTRONIC SIREN A Whelen®, Model 295SLSA1, electronic siren with noise canceling microphone will be provided. This siren to be active when the battery switch is on and that emergency master switch is on. Electronic siren head will be recessed in the overhead console above the engine tunnel on the driver side. The electronic siren will be controlled on the siren head only. No horn button or foot switches will be provided. SPEAKERS There will be two (2) Whelen®, Model SA315P, black nylon composite, 100-watt, speakers with through bumper mounting brackets and polished stainless-steel grille provided. Each speaker will be connected to the siren amplifier. The speakers will be recessed in each side of the front bumper, just outside of the frame rails. Chanhassen Fire Department 108 of 131 AUXILIARY MECHANICAL SIREN A Federal Q2B® siren will be furnished. A siren brake button will be installed on the switch panel. The control solenoid will be powered up after the emergency master switch is activated. The mechanical siren will be mounted on the bumper deck plate. It will be mounted on the left side. A reinforcement plate will be furnished to support the siren. The mechanical siren will be actuated by a membrane switch located on the driver's side instrument panel and by a foot switch on the officer's side. BRACKET, FOOT SWITCHES A wedge style bracket will be provided on the officer's side of cab floor. The bracket will be large enough to hold two (2) foot switches. FRONT ZONE UPPER WARNING LIGHTS There will be one (1) 72.00" Whelen Freedom IV LED lightbar mounted on the cab roof. The lightbar will include the following: • One (1) red flashing LED module in the driver's side end position. • One (1) red flashing LED module in the driver's side front corner position. • One (1) red flashing LED module in the driver's side first front position. • One (1) white flashing LED module in the driver's side second front position. • One (1) blue flashing LED module in the driver's side third front position. • One (1) red flashing LED module in the driver's side fourth front position. • One (1) blue flashing LED module in the driver's side fifth front position. • One (1) 795 LED traffic light controller sent to national standard high priority in the center position. • One (1) blue flashing LED module in the passenger's side fifth front position. • One (1) red flashing LED module in the passenger's side fourth front position. • One (1) blue flashing LED module in the passenger's side third front position. • One (1) white flashing LED module in the passenger's side second front position. • One (1) red flashing LED module in the passenger's side first front position. • One (1) red flashing LED module in the passenger's side front corner position. • One (1) red flashing LED module in the passenger's side end position. There will be clear lenses included on the lightbar. The following switches may be installed in the cab on the switch panel to control the lightbar: • a switch to control the flashing LED modules • the traffic light controller will be by a cab switch with emergency master control • there will be no momentary switch to activate the traffic light controller Chanhassen Fire Department 109 of 131 The two (2) white flashing LED modules and the traffic light controller will be disabled when the parking brake is applied. The four (4) red and the four (4) blue flashing LED modules in the front positions may be load managed when the parking brake is applied. CAB FACE WARNING LIGHTS There will be four (4) Whelen®, Model M6*C, LED flashing warning lights installed on the cab face, above the headlights, mounted in a common bezel. • The driver's side front outside warning light to be red • The driver's side front inside warning light to be white • The passenger's side front inside warning light to be white • The passenger's side front outside warning light to be blue All four (4) lights will include a clear lens. There will be a switch located in the cab, on the switch panel, to control the four (4) lights. The inside lights may be load managed if colored or disabled if white, when the parking brake is set. SIDE ZONE LOWER LIGHTING There will be six (6) Whelen®, Model M6**, 4.31" high x 6.75" long x 1.37" deep flashing LED warning lights with chrome trim installed per the following: • Two (2) lights located, one (1) each side on the bumper extension. The driver's side, side front light to include red warning LEDs and the passenger's side, side front light to include red warning LEDs. • Two (2) lights located, one (1) each side of cab rearward of crew cab doors. The driver's side, side middle light to include red warning LEDs and the passenger's side, side middle light to include red warning LEDs. • Two (2) lights located, one (1) each side above rear wheels. The driver's side, side rear light to include red warning LEDs and the passenger's side, side rear light to include red warning LEDs. • The warning light lens color(s) to be clear. There will be a switch in the cab on the switch panel to control the lights. REAR ZONE LOWER LIGHTING There shall be two (2) Whelen®, Model M6*C, LED flashing warning lights located at the rear of the apparatus. • The driver's side rear light to be red • The passenger's side rear light to be blue Both lights will include a lens that is clear. There will be a switch located in the cab on the switch panel to control the lights. Chanhassen Fire Department 110 of 131 REAR OF HOSE BED WARNING LIGHTS There will be two (2) Whelen Rota-Beam, Model R316*F, 4.00" high x 7.19" wide beacons with clear domes provided. The rear zone upper lights to be red on the driver side and blue on the officer side. There will be a switch located in the cab on the switch panel to control the beacons. TRAFFIC DIRECTING LIGHT There will be one (1) Whelen®, Model TAL65, 36.00" long x 2.87" high x 2.25" deep, amber LED traffic directing light installed at the rear of the apparatus. The Whelen, Model TACTL5, control head will be included with this installation. The controller will be energized when the battery switch is on. The auxiliary flash not activated. This traffic directing light will be recessed at the rear of the apparatus as high as practical. The traffic directing light controller will be located within the overhead recessed console above the engine tunnel on the passenger's side. ELECTRICAL SYSTEM GENERAL DESIGN FOR ALTERNATING CURRENT The following guidelines will apply to the 120/240 VAC system installation: General Any fixed line voltage power source producing alternating current (ac) line voltage will produce electric power at 60 cycles plus or minus 3 cycles. Except where superseded by the requirements of NFPA 1901, all components, equipment and installation procedures will conform to NFPA 70, National Electrical Code (herein referred to as the NEC). Line voltage electrical system equipment and materials included on the apparatus will be listed and installed in accordance with the manufacturer's instructions. All products will be used only in the manner for which they have been listed. Grounding Grounding will be in accordance with Section 250-6 "Portable and Vehicle Mounted Generators" of the NEC. Ungrounded systems will not be used. Only stranded or braided copper conductors will be used for grounding and bonding. An equipment grounding means will be provided in accordance with Section 250-91 (Grounding Conductor Material) of the NEC. Chanhassen Fire Department 111 of 131 The grounded current carrying conductor (neutral) will be insulated from the equipment grounding conductors and from the equipment enclosures and other grounded parts. The neutral conductor will be colored white or gray in accordance with Section 200-6 (Means of Identifying Grounding Conductors) of the NEC. In addition to the bonding required for the low voltage return current, each body and driving or crew compartment enclosure will be bonded to the vehicle frame by a copper conductor. This conductor will have a minimum amperage rating of 115 percent of the nameplate current rating of the power source specification label as defined in Section 310-15 (amp capacities) of the NEC. A single conductor properly sized to meet the low voltage and line voltage requirements will be permitted to be used. All power source system mechanical and electrical components will be sized to support the continuous duty nameplate rating of the power source. Operation Instructions that provide the operator with the essential power source operating instructions, including the power-up and power-down sequence, will be permanently attached to the apparatus at any point where such operations can take place. Provisions will be made for quickly and easily placing the power source into operation. The control will be marked to indicate when it is correctly positioned for power source operation. Any control device used in the drive train will be equipped with a means to prevent the unintentional movement of the control device from its set position. A power source specification label will be permanently attached to the apparatus near the operator's control station. The label will provide the operator with the following information: • Rated voltage(s) and type (ac or dc) • Phase • Rated frequency • Rated amperage • Continuous rated watts • Power source engine speed Direct drive (PTO) and portable generator installations will comply with Article 445 (Generators) of the NEC. Overcurrent protection The conductors used in the power supply assembly between the output terminals of the power source and the main over current protection device will not exceed 144.00" (3658 mm) in length. For fixed power supplies, all conductors in the power supply assembly will be type THHW, THW, or use stranded conductors enclosed in nonmetallic liquid tight flexible conduit rated for a minimum of 194- degree Fahrenheit (90 degrees Celsius). Chanhassen Fire Department 112 of 131 For portable power supplies, conductors located between the power source and the line side of the main overcurrent protection device will be type SO or type SEO with suffix WA flexible cord rated for 600-volts at 194 degrees Fahrenheit (90 degrees Celsius). Wiring Methods Fixed wiring systems will be limited to the following: • Metallic or nonmetallic liquid tight flexible conduit rated at not less than 194 degrees Fahrenheit (90 degrees Celsius) • or • Type SO or Type SEO cord with a WA suffix, rated at 600 volts at not less than 194 degrees Fahrenheit (90 degrees Celsius) Electrical cord or conduit will not be attached to chassis suspension components, water or fuel lines, air or air brake lines, fire pump piping, hydraulic lines, exhaust system components, or low voltage wiring. In addition, the wiring will be run as follows. • Separated by a minimum of 12.00" (305 mm), or properly shielded, from exhaust piping • Separated from fuel lines by a minimum of 6.00" (152 mm) distance Electrical cord or conduit will be supported within 6.00" (152 mm) of any junction box and at a minimum of every 24.00" (610 mm) of continuous run. Supports will be made of nonmetallic materials or corrosion protected metal. All supports will be of a design that does not cut or abrade the conduit or cable and will be mechanically fastened to the vehicle. Wiring Identification All line voltage conductors located in the main panel board will be individually and permanently identified. The identification will reference the wiring schematic or indicate the final termination point. When prewiring for future power sources or devices, the unterminated ends will be labeled showing function and wire size. Wet Locations All wet location receptacle outlets and inlet devices, including those on hardwired remote power distribution boxes, will be of the grounding type provided with a wet location cover and installed in accordance with Section 210-7 "Receptacles and Cord Connections" of the NEC. All receptacles located in a wet location will be not less than 24.00" (610 mm) from the ground. Receptacles on off-road vehicles will be a minimum of 30.00" (762 mm) from the ground. The face of any wet location receptacle will be installed in a plane from vertical to not more than 45 degrees off vertical. No receptacle will be installed in a face up position. Dry Locations All receptacles located in a dry location will be of the grounding type. Receptacles will be not less than 30.00" (762 mm) above the interior floor height. Chanhassen Fire Department 113 of 131 All receptacles will be marked with the type of line voltage (120-volts or 240-volts) and the current rating in amps. If the receptacles are direct current, or other than single phase, they will be so marked. Listing All receptacles and electrical inlet devices will be listed to UL 498, Standard for Safety Attachment Plugs and Receptacles, or other appropriate performance standards. Receptacles used for direct current voltages will be rated for the appropriate service. Electrical System Testing The wiring and associated equipment will be tested by the apparatus manufacturer or the installer of the line voltage system. The wiring and permanently connected devices and equipment will be subjected to a dielectric voltage withstand test of 900-volts for one (1) minute. The test will be conducted between live parts and the neutral conductor, and between live parts and the vehicle frame with any switches in the circuit(s) closed. This test will be conducted after all body work has been completed. Electrical polarity verification will be made of all permanently wired equipment and receptacles to determine that connections have been properly made. Operational Test per Current NFPA 1901 Standard The apparatus manufacturer will perform the following operation test and ensure that the power source and any devices that are attached to the line voltage electrical system are properly connected and in working order. The test will be witnessed and the results certified by an independent third-party certification organization. The prime mover will be started from a cold start condition and the line voltage electrical system loaded to 100 percent of the nameplate rating. The power source will be operated at 100 percent of its nameplate voltage for a minimum of two (2) hours unless the system meets category certification as defined in the current NFPA 1901 standard. Where the line voltage power is derived from the vehicle's low voltage system, the minimum continuous electrical load as defined in the current NFPA 1901 standard will be applied to the low voltage electrical system during the operational test. GENERATOR The apparatus will be equipped with a complete electrical power system. The generator will be a Harrison Model MCR Stealth 6.0 kW Hydraulic unit. The wiring and generator installation will conform to the present National Electrical Codes Standards of the National Fire Protection Association. The installation will be designed for continuous operation without overheating and undue stress on components. Generator Performance Chanhassen Fire Department 114 of 131 - Nominal Rating: 6,000 watts - Continuous Duty Rating: 6,000 watts - Nominal Volts: 120/240 - Amperage: 50 @ 120volts, 25 @ 240 volts - Phase: Single - Cycles: 60 hertz - Engine Speed at Engagement: Idle The generator will be driven by a transmission power take off unit, through a hydraulic pump and motor. The generator will include an electrical control inside the cab. The hydraulic engagement supply will be operational at any time (no interlocks). An electric/hydraulic valve will supply hydraulic fluid to the clutch engagement unit provided on the chassis PTO drive. The generator hydraulic circuit will include a soft start valve to protect the generator components during PTO engagement. Generator Instruments and Controls To properly monitor the generator performance a digital meter panel will be furnished and mounted next to the circuit breaker panel. The meter will indicate the following items: - Voltage - Amperage for both lines - Frequency - Generator run hours - Over current indication - Over temperature indication - "Power On" indication - Two (2) fuse holders with two (2) amp fuses (for indicator light protection) The gauges and controls will be installed near eye level in the compartment. Instruments will be flush mounted in an appropriately sized weatherproof electrical enclosure. All instruments used will be Chanhassen Fire Department 115 of 131 accurate within +/- two (2) percent. The load center will have a circuit breaker to assure overload protection. The breaker furnished will be properly sized to the generator output. Generator Wiring The system will be installed by highly qualified electrical technicians to assure the required level of safety and protection to the fire apparatus operators. The wiring, electrical fixtures and components will be to the highest industry quality standards available on the domestic market. The equipment will be the type as designed for mobile type installations subject to vibration, moisture and severe continuous usage. The following electrical components will be the minimum acceptable quality standards for this apparatus: Wiring: All electrical wiring will be fine stranded copper type. The wire will be sized to the load and circuit breaker rating; ten (10) gauge on 30-amp circuits, 12 gauge on 20-amp circuits and 14 gauge on 15- amp circuits. The cable will be run in corner areas and extruded aluminum pathways built into the body for easy access. Load Center: The main load center will be Cutler-Hammer with circuit breakers rated to load demand. Circuit Breakers: Individual breakers will be provided for all on-line equipment to isolate a tripped breaker from affecting any other on-line equipment. GENERATOR LOCATION The generator will be mounted in the in the area over the pump on the left side. The flooring in this area will be either reinforced or constructed in such a manner that it will handle the additional weight of the generator. GENERATOR START There will be a switch provided on the cab instrument panel to engage the generator. CIRCUIT BREAKER PANEL The circuit breaker panel will be located low on the left wall of compartment LS3. ELECTRIC CORD REEL Furnished with the 120-volt AC electrical system will be an Akron, cord reel. The reel will be provided with a 12-volt electric rewind switch, that is guarded to prevent accidental operation and labeled for its intended use. The switch will be protected with a fuse and installed at a height not to exceed 72 inches above the operators standing position. The reel will be capable holding 200 feet of 10/3 cable. Chanhassen Fire Department 116 of 131 The reel will include the following features: - Heavy-duty construction for durability - All stainless-steel hardware - Standard (Silver) powder coated finish - Rolled disc edges - Live slip ring design - Includes the gang box attached to the commutator - Universal frame with four motor locations - Meets NFPA requirements for reel overage of 10% The exterior finish of the reel(s) will be powder coated silver from the reel manufacturer. A captive roller assembly to be provided to aid in the payout and loading of the reel. A ball stop will be provided to prevent the cord from being wound on the reel. A label will be provided in a readily visible location adjacent to the reel. The label will indicate current rating, current type, phase, voltage and total cable length. A total of one (1) cord reel will be provided in the rear compartment. The cord reel should be configured with three (3) conductors. REEL WARRANTY The electric reel will come with a five (5) year warranty provided by the reel manufacturer. CORD Provided for electric distribution will be one (1) length installed on the reel of 200 feet of yellow 10/3 electrical cord, weather resistant 105 degree Celsius to -50 degree Celsius, 600-volt jacketed SOOW cord. No connector will be installed on the end of the cord. PORTABLE JUNCTION BOX There will be a total of one (1) electrical junction box(es), listed for use in wet locations and provided with light to indicate power on. Each box will be designed to keep the exterior electrical components above 2.00" of standing water, protected from corrosion, and capable of being carried with a gloved hand. There will be a cable strain relief and direct connection, no plug provided for each box. Each box will be gray powder coated. Each Circle D, PF51G Series, box will be provided with the following receptacles: Chanhassen Fire Department 117 of 131 • Four (4) 120 vac, 20-amp single straight blade receptacles JUNCTION BOX HOLDER There will be one (1) Circle-D, Model 213, cast aluminum, vertical wall mount junction box holder(s) installed in the R2 compartment mounted at pick up. 120 VOLT RECEPTACLES There will be one (1), 15/20-amp 120-volt AC three (3) wire straight blade duplex receptacle(s) with interior stainless-steel wall plate(s), installed in EMS box in the upper left-hand corner of the box. The NEMA configuration for the receptacle(s) will be 5-20R. The receptacle(s) will be powered from the shoreline inlet. There will be a label installed near the receptacle(s) that state the following: • Line Voltage • Current Ratting (amps) • Phase • Frequency • Power Source LOOSE EQUIPMENT The following equipment will be furnished with the completed unit: - One (1) bag of chrome, stainless steel, or cadmium plated screws, nuts, bolts and washers, as used in the construction of the unit. NFPA REQUIRED LOOSE EQUIPMENT PROVIDED BY FIRE DEPARTMENT The following loose equipment as outlined in NFPA 1901, 2016 edition, section 5.9.3 and 5.9.4 will be provided by the fire department. • 800 ft (60 m) of 2.50" (65 mm) or larger fire hose. • 400 ft (120 m) of 1.50" (38 mm), 1.75" (45 mm), or 2.00" (52 mm) fire hose. • One (1) handline nozzle, 200 gpm (750 L/min) minimum. • Two (2) handline nozzles, 95 gpm (360 L/min) minimum. • One (1) smoothbore of combination nozzle with 2.50" shutoff that flows a minimum of 250 gpm. • One (1) SCBA complying with NFPA 1981 for each assigned seating position, but not fewer than four (4), mounted in brackets fastened to the apparatus or stored in containers supplied by the SCBA manufacturer. • One (1) spare SCBA cylinder for each SCBA carried, each mounted in a bracket fastened to the apparatus or stored in a specially designed storage space(s). • One (1) first aid kit. • Four (4) combination spanner wrenches. • Two (2) hydrant wrenches. Chanhassen Fire Department 118 of 131 • One (1) double female 2.50" (65 mm) adapter with National Hose threads. • One (1) double male 2.50" (65 mm) adapter with National Hose threads. • One (1) rubber mallet, for use on suction hose connections. • Two (2) salvage covers each a minimum size of 12 ft x 14 ft (3.7 m x 4.3 m). • One (1) traffic vest for each seating position, each vest to comply with ANSI/ISEA 207, Standard for High Visibility Public Safety Vests, and have a five-point breakaway feature that includes two (2) at the shoulders, two (2) at the sides, and one (1) at the front. • Five (5) fluorescent orange traffic cones not less than 28.00" (711 mm) in height, each equipped with a 6.00" (152 mm) retro-reflective white band no more than 4.00" (152 mm) from the top of the cone, and an additional 4.00" (102 mm) retro-reflective white band 2.00" (51 mm) below the 6.00" (152 mm) band. • Five (5) illuminated warning devices such as highway flares, unless the five (5) fluorescent orange traffic cones have illuminating capabilities. • One (1) automatic external defibrillator (AED). • Four (4) ladder belts meeting the requirements of NFPA 1983, Standard on Fire Service Life Safety Rope and System Components (if equipped with an aerial device). • If the supply hose carried does not use sexless couplings, an additional double female adapter and double male adapter, sized to fit the supply hose carried, will be carried mounted in brackets fastened to the apparatus. • If none of the pump intakes are valved, a hose appliance that is equipped with one or more gated intakes with female swivel connection(s) compatible with the supply hose used on one side and a swivel connection with pump intake threads on the other side will be carried. Any intake connection larger than 3.00" (75 mm) will include a pressure relief device that meets the requirements of 16.6.6. • If the apparatus does not have a 2.50" National Hose (NH) intake, an adapter from 2.50" NH female to a pump intake will be carried, mounted in a bracket fastened to the apparatus if not already mounted directly to the intake. • If the supply hose carried has other than 2.50" National Hose (NH) threads, adapters will be carried to allow feeding the supply hose from a 2.50" NH thread male discharge and to allow the hose to connect to a 2.50" NH female intake, mounted in brackets fastened to the apparatus if not already mounted directly to the discharge or intake. SOFT SUCTION HOSE PROVIDED BY FIRE DEPARTMENT CAN/ULC-S515, current edition, section 4.8.2 requires a minimum of 4.6 m (15 ft) of supply hose or 6.1 m (20 ft) of suction hose. Hose is not on the apparatus as manufactured. The fire department will provide suction or supply hose. DRY CHEMICAL EXTINGUISHER PROVIDED BY FIRE DEPARTMENT NFPA 1901, 2016 edition, section 5.9.4 requires one (1) approved dry chemical portable fire extinguisher with a minimum 80-B:C rating mounted in a bracket fastened to the apparatus. Chanhassen Fire Department 119 of 131 The extinguisher is not on the apparatus as manufactured. The fire department will provide and mount the extinguisher. WATER EXTINGUISHER PROVIDED BY FIRE DEPARTMENT NFPA 1901, 2016 edition, section 5.9.4 requires one (1) 2.5 gallon or larger water extinguisher mounted in a bracket fastened to the apparatus. The extinguisher is not on the apparatus as manufactured. The fire department will provide and mount the extinguisher. FLATHEAD AXE PROVIDED BY FIRE DEPARTMENT NFPA 1901, 2016 edition, Section 5.9.4 requires one (1) flathead axe mounted in a bracket fastened to the apparatus. The axe is not on the apparatus as manufactured. The fire department will provide and mount the axe. PICKHEAD AXE PROVIDED BY FIRE DEPARTMENT NFPA 1901, 2016 edition, Section 5.9.4 requires one (1) pick head axe mounted in a bracket fastened to the apparatus. The axe is not on the apparatus as manufactured. The fire department will provide and mount the axe. PAINT The exterior custom cab and body painting procedure will consist of a seven (7) step finishing process as follows: 1. Manual Surface Preparation - All exposed metal surfaces on the custom cab and body will be thoroughly cleaned and prepared for painting. Imperfections on the exterior surfaces will be removed and sanded to a smooth finish. Exterior seams will be sealed before painting. Exterior surfaces that will not be painted include; chrome plating, polished stainless steel, anodized aluminum and bright aluminum treadplate. 2. Chemical Cleaning and Pretreatment - All surfaces will be chemically cleaned to remove dirt, oil, grease, and metal oxides to ensure the subsequent coatings bond well. The aluminum surfaces will be properly cleaned and treated using a high pressure, high temperature 4 step Acid Etch process. The steel and stainless surfaces will be properly cleaned and treated using a high temperature 3 step process specifically designed for steel or stainless. The chemical treatment converts the metal surface to a passive condition to help prevent corrosion. A final pure water rinse will be applied to all metal surfaces. 3. Surfacer Primer - The Surfacer Primer will be applied to a chemically treated metal surface to provide a strong corrosion protective basecoat. A minimum thickness of 2 mils of Surfacer Primer is applied to surfaces that require a Critical aesthetic finish. The Surfacer Primer is a two-component high solids urethane that has excellent sanding properties and an extra smooth finish when sanded. Chanhassen Fire Department 120 of 131 4. Finish Sanding - The Surfacer Primer will be sanded with a fine grit abrasive to achieve an ultra- smooth finish. This sanding process is critical to produce the smooth mirror like finish in the topcoat. 5. Sealer Primer - The Sealer Primer is applied prior to the Basecoat in all areas that have not been previously primed with the Surfacer Primer. The Sealer Primer is a two-component high solids urethane that goes on smooth and provides excellent gloss hold out when top coated. 6. Basecoat Paint - Two coats of a high performance, two component high solids polyurethane basecoat will be applied. The Basecoat will be applied to a thickness that will achieve the proper color match. The Basecoat will be used in conjunction with a urethane clear coat to provide protection from the environment. 7. Clear Coat - Two (2) coats of Clear Coat will be applied over the Basecoat color. The Clear Coat is a two-component high solids urethane that provides superior gloss and durability to the exterior surfaces. Lap style and roll-up doors will be Clear Coated to match the body. Paint warranty for the roll-up doors will be provided by the roll-up door manufacture. Each batch of basecoat color is checked for a proper match before painting of the cab and the body. After the cab and body are painted, the color is verified again to make sure that it matches the color standard. Electronic color measuring equipment is used to compare the color sample to the color standard entered into the computer. Color specifications are used to determine the color match. A Delta E reading is used to determine a good color match within each family color. All removable items such as brackets, compartment doors, door hinges, and trim will be removed and separately if required, to ensure paint behind all mounted items. Body assemblies that cannot be finish painted after assembly will be finish painted before assembly. Pierce Manufacturing paint finish quality levels for critical areas of the apparatus (cab front and sides, body sides and doors, and boom lettering panels) meet or exceed the Cadillac/General Motors GMW15777 global paint requirements. Orange peel levels meet or exceed the #6 A.C.T.standard in critical areas. These requirements are met in order for the exterior paint finish to be considered acceptable. The Pierce Manufacturing written paint standards will be available upon request. The cab will be two-tone, with the upper section painted #10 white along with a shield design on the cab face and lower section of the cab and body painted #90 red. PAINT - ENVIRONMENTAL IMPACT Contractor will meet or exceed all current State regulations concerning paint operations. Pollution control will include measures to protect the atmosphere, water and soil. Controls will include the following conditions: • Topcoats and primers will be chrome and lead free. • Metal treatment chemicals will be chrome free. The wastewater generated in the metal treatment process will be treated on-site to remove any other heavy metals. • Particulate emission collection from sanding operations will have a 99.99% efficiency factor. Chanhassen Fire Department 121 of 131 • Particulate emissions from painting operations will be collected by a dry filter or water wash process. If the dry filter is used, it will have an efficiency rating of 98.00%. Water wash systems will be 99.97% efficient • Water from water wash booths will be reused. Solids will be removed on a continual basis to keep the water clean. • Paint wastes are disposed of in an environmentally safe manner. • Empty metal paint containers will be to recover the metal. • Solvents used in clean-up operations will be recycled on-site or sent off-site for distillation and returned for reuse. Additionally, the finished apparatus will not be manufactured with or contain products that have ozone depleting substances. Contractor will, upon demand, present evidence that the manufacturing facility meets the above conditions and that it is in compliance with his State EPA rules and regulations. PAINT CHASSIS FRAME ASSEMBLY The chassis frame assembly will be finished with a single system black top coat before the installation of the cab and body, and before installation of the engine and transmission assembly, air brake lines, electrical wire harnesses, etc. Components treated with epoxy E-coat protection prior to paint: • Two (2) C-channel frame rails Components that are included with the chassis frame assembly that will be painted not e-coated are: • Cross members • Axles • Suspensions • Steering gear • Battery boxes • Bumper extension weldment • Frame extensions • Body mounting angles • Rear Body support substructure (front and rear) • Pump house substructure • Air tanks • Steel fuel tank • Castings • Individual piece parts used in chassis and body assembly The E-coat process will meet the technical properties shown. Chanhassen Fire Department 122 of 131 COMPARTMENT INTERIOR PAINT The interior of all compartments will be painted with a gray spatter finish for ease of cleaning and to make it easier to touch up scratches and nicks. REFLECTIVE STRIPES Three (3) stripes will be provided across the front of the vehicle and along the sides of the body. The reflective band will consist of a 1/2" black stripe at the top with a 1/8" gold border top and bottom, then a 6.00" white stripe, and a 1/2" black stripe at the bottom with a 1/8" gold border top and bottom. There will be no voids between the stripes. The reflective band provided on the cab face will be below the headlights on the fiberglass. REAR CHEVRON STRIPING There will be alternating chevron striping located on the rear-facing vertical surface of the apparatus. The rear surface, excluding the rear compartment door, will be covered. The colors will be red and fluorescent yellow green diamond grade. Each stripe will be 6.00" in width. This will meet the requirements of the current edition of NFPA 1901, which states that 50% of the rear surface will be covered with chevron striping. JOG(S) IN REFLECTIVE BAND The reflective band located on each side of the apparatus body will contain one (1) jog(s) and will be angled at approximately 45 degrees when installed. CHEVRON STRIPING ON THE FRONT BUMPER There will be alternating chevron striping located on the front bumper. The colors will be fluorescent yellow green and red diamond grade. The size of the striping will be 6.00". INVERTED "V" CHEVRON STRIPING ON CAB AND CREW CAB DOORS There will be alternating chevron striping located on the inside of each cab and crew cab door. The striping will consist of the following colors: The first color will be red diamond grade The second color will be fluorescent yellow green diamond grade The size of the striping will be 4.00". LETTERING The lettering will be 22 karat gold vinyl. Chanhassen Fire Department 123 of 131 LETTERING Twenty-one (21) to forty (40) Sign Gold lettering, 3.00" high, with outline and shade will be provided. LETTERING There will be sign gold lettering, 16.00" high, with outline and shade provided. There will be two (2) letters provided. LETTERING One (1) to twenty (20) Sign Gold lettering, 5.00" high, with outline and shade will be provided. LETTERING There will be reflective lettering, 15.00" high, with outline and shade provided. There will be two (2) letters provided. LETTERING There will be sign gold lettering, 5.00" high, with outline and shade provided. There will be eight (8) letters provided. LETTERING There will be sign gold lettering, 3.00" high, with outline and shade provided. There will be eight (8) letters provided. LETTERING One (1) to twenty (20) Sign Gold lettering, 4.00" high, with outline and shade will be provided. LETTERING One (1) to twenty (20) Sign Gold lettering, 12.00" high, with outline and shade will be provided. EMBLEM There will be one (1) pair of emblems with the words "HONORING AMERICA'S BRAVEST 9-11-01" and a firefighter's helmet will be mounted one each side of the cab windows.one each side of the cab windows the emblems will be color imaged. E-COATING OF STEEL COMPONENTS The following components will be treated with an epoxy E-coat to provide resistance to corrosion and chemicals: Cross members TAK-4® weldments (side plates and side plate interconnecting structure members) (if applicable) Torsion bar anchor weldments (if applicable) Battery boxes Bumper extension weldment Frame extensions Body mounting angles Rear body support weldment Chanhassen Fire Department 124 of 131 Under body support weldments (front and rear) Pump house substructure (walkway if applicable) The following components will not be e-coated: Air tanks Fuel tank Castings Individual piece parts used in chassis and body assembly The e-coated parts will have a black top coat as well to provide an additional layer of protection and provide a consistent finish. UNDERCOATING, CAB & BODY The apparatus will be properly treated by an authorized Ziebart dealer. The underside of the apparatus will be undercoated with an asphalt petroleum-based material, dark in color. The undercoating material utilized on the apparatus will be formulated to resist corrosion and deaden unwanted sound or road noise. Coating texture will appear firm, flexible, and resistant to abrasion. Minimum dry film thickness will be in the range of 8.00 to 12.00 mils. The material will be applied to the following areas: -Body and cab wheel well fender liners, on the back side only. -Underside of body and cab sheet metal, and structural components. -Underside and vertical sides of all sheet metal compartmentation, including support angles. -Structural support members under running boards, rear platforms, battery boxes, walkways, etc. -Inside surfaces of the pump heat enclosure. (when installed) -Suspension mounts. -Transmission cooler fittings. -Engine mounts. Chanhassen Fire Department 125 of 131 -Bottom of torque boxes -Bottom and outside of frame rails behind the forward edge of the water pump. Exclusions will be: -Engine -Transmission -Drive lines -PTO's -Stabilizer controls (Aerials) -Proximity Switches (Aerials) -Schroeder valves and tank drains -Intake valves -Air Horns, sirens and back-up alarms -Frame rails forward of the forward edge of the water pump. FIRE APPARATUS PARTS CD MANUAL There will be two (2) custom parts manuals for the complete fire apparatus provided in CD format with the completed unit. The manuals will contain the following: • Job number • Part numbers with full descriptions • Table of contents • Parts section sorted in functional groups reflecting a major system, component, or assembly • Parts section sorted in alphabetical order • Instructions on how to locate parts The manuals will be specifically written for the chassis and body model being purchased. It will not be a generic manual for a multitude of different chassis and bodies. SERVICE PARTS INTERNET SITE The service parts information included in these manuals are also available on the factory website. The website offers additional functions and features not contained in this manual, such as digital photographs and line drawings of select items. The website also features electronic search tools to assist in locating parts quickly. Chanhassen Fire Department 126 of 131 CHASSIS SERVICE CD MANUALS There will be two (2) CD format chassis service manuals containing parts and service information on major components provided with the completed unit. The manual will contain the following sections: • Job number • Table of contents • Troubleshooting • Front Axle/Suspension • Brakes • EngineTires • Wheels • Cab • Electrical, DC • Air Systems • Plumbing • Appendix The manual will be specifically written for the chassis model being purchased. It will not be a generic manual for a multitude of different chassis and bodies. CHASSIS OPERATION CD MANUALS There will be two (2) CD format chassis operation manuals provided. ONE (1) YEAR MATERIAL AND WORKMANSHIP A Pierce basic apparatus limited warranty certificate, WA0008, is included with this proposal. THREE (3) YEAR MATERIAL AND WORKMANSHIP The Pierce custom chassis limited warranty certificate, WA0284, is included with this proposal. ENGINE WARRANTY A Cummins five (5) year limited engine warranty will be provided. A limited warranty certificate, WA0181, is included with this proposal. STEERING GEAR WARRANTY A Sheppard three (3) year limited steering gear warranty shall be provided. A copy of the warranty certificate shall be submitted with the bid package. FIFTY (50) YEAR STRUCTURAL INTEGRITY The Pierce custom chassis frame and crossmembers limited warranty certificate, WA0038, is included with this proposal. FRONT AXLE THREE (3) YEAR MATERIAL AND WORKMANSHIP WARRANTY The Pierce TAK-4 suspension limited warranty certificate, WA0050, is included with this proposal. Chanhassen Fire Department 127 of 131 REAR AXLE TWO (2) YEAR MATERIAL AND WORKMANSHIP WARRANTY A Meritor axle limited warranty certificate, WA0046, is included with this proposal. ABS BRAKE SYSTEM THREE (3) YEAR MATERIAL AND WORKMANSHIP WARRANTY A Meritor Wabco™ABS brake system limited warranty certificate, WA0232, is included with this proposal. TEN (10) YEAR STRUCTURAL INTEGRITY The Pierce custom cab limited warranty certificate, WA0012, is included with this proposal. TEN (10) YEAR PRO-RATED PAINT AND CORROSION A Pierce cab limited pro-rated paint warranty certificate, WA0055, is included with this proposal. FIVE (5) YEAR MATERIAL AND WORKMANSHIP The Pierce Command Zone electronics limited warranty certificate, WA0014, is included with this proposal. CAMERA SYSTEM WARRANTY A Pierce fifty-four (54) month warranty will be provided for the camera system. COMPARTMENT LIGHT WARRANTY The Pierce 12-volt DC LED strip lights limited warranty certificate, WA0203, is included with this proposal. TRANSMISSION WARRANTY The transmission will have a five (5) year/unlimited mileage warranty covering 100 percent parts and labor. The warranty will be provided by Allison Transmission. Note: The transmission cooler is not covered under any extended warranty you may be getting on your Allison Transmission. Please review your Allison Transmission warranty for coverage limitations. TRANSMISSION COOLER WARRANTY The transmission cooler will carry a five (5) year parts and labor warranty (exclusive to the transmission cooler). In addition, a collateral damage warranty will also be in effect for the first three (3) years of the warranty coverage and will not exceed $10,000 per occurrence. A copy of the warranty certificate will be submitted with the bid package. WATER TANK WARRANTY A UPF poly water tank limited warranty certificate, WA0195, is included with this proposal. TEN (10) YEAR STRUCTURAL INTEGRITY The Pierce apparatus body limited warranty certificate, WA0009, is included with this proposal. Chanhassen Fire Department 128 of 131 ROLL UP DOOR MATERIAL AND WORKMANSHIP WARRANTY An AMDOR roll-up door limited warranty will be provided. The roll-up door will be warranted against manufacturing defects for a period of ten (10) years. A five (5) year limited warranty will be provided on painted roll up doors. The limited warranty certificate, WA0185, is included with this proposal. PUMP WARRANTY A Waterous pump limited warranty certificate, WA0225, is included with this proposal. TEN (10) YEAR PUMP PLUMBING WARRANTY The Pierce apparatus plumbing limited warranty certificate, WA0035, is included with this proposal. SIX (6) YEAR GENERATOR MATERIAL AND WORKMANSHIP WARRANTY A Harrison Hydra-Gen limited warranty certificate, WA0285, is included with this proposal. TEN (10) YEAR PRO-RATED PAINT AND CORROSION A Pierce body limited pro-rated paint warranty certificate, WA0057, is included with this proposal. ONE (1) YEAR MATERIAL AND WORKMANSHIP The Pierce graphics fading and deterioration limited warranty limited warranty certificate, WA0168, is included with this proposal. VEHICLE STABILITY CERTIFICATION The fire apparatus manufacturer will provide a certification stating the apparatus complies with NFPA 1901, current edition, section 4.13, Vehicle Stability. The certification will be provided at the time of bid. ENGINE INSTALLATION CERTIFICATION The fire apparatus manufacturer will provide a certification, along with a letter from the engine manufacturer stating they approve of the engine installation in the bidder's chassis. The certification will be provided at the time of bid. POWER STEERING CERTIFICATION The fire apparatus manufacturer will provide a certification stating the power steering system as installed meets the requirements of the component supplier. The certification will be provided at the time of bid. CAB INTEGRITY CERTIFICATION The fire apparatus manufacturer will provide a cab integrity certification with this proposal. The certification will state that the cab has been tested and certified by an independent third-party test facility. Testing events will be documented with photographs, real-time and high-speed video, vehicle accelerometers, cart accelerometers, and a laser speed trap. The fire apparatus manufacturer will provide a state-licensed professional engineer to witness and certify all testing events. Testing will meet or exceed the requirements below: Chanhassen Fire Department 129 of 131 • European Occupant Protection Standard ECE Regulation No.29. • SAE J2422 Cab Roof Strength Evaluation - Quasi-Static Loading Heavy Trucks. • SAE J2420 COE Frontal Strength Evaluation - Dynamic Loading Heavy Trucks. Roof Crush The cab will be subjected to a roof crush force of 22,050 lb. This value meets the ECE 29 criteria and is equivalent to the front axle rating up to a maximum of 10 metric tons. Additional Roof Crush The same cab will be subjected to a roof crush force of 100,000 lbs. This value exceeds the ECE 29 criteria by nearly 4.5 times. Side Impact The same cab will be subjected to dynamic preload where a 13,275 lb. moving barrier slams into the side of the cab at 5.5 mph at a force of 13,000 ft-lbs. This test is part of the SAE J2422 test procedure and more closely represents the forces a cab will see in a rollover incident. Frontal Impact The same cab will withstand a frontal impact of 32,600 ft-lbs. of force using a moving barrier in accordance with SAE J2420. Additional Frontal Impact The same cab will withstand a frontal impact of 65,200 ft-lbs. of force using a moving barrier, (twice the force required by SAE J2420). The same cab will withstand all tests without any measurable intrusion into the survival space of the occupant area. CAB DOOR DURABILITY CERTIFICATION Robust cab doors help protects occupants. Cab doors will survive a 200,000-cycle door slam test where the slamming force exceeds 20 G's of deceleration. The bidder will certify that the sample doors similar to those provided on the apparatus have been tested and have met these criteria without structural damage, latch malfunction, or significant component wear. WINDSHIELD WIPER DURABILITY CERTIFICATION Visibility during inclement weather is essential to safe apparatus performance. Windshield wipers will survive a 3 million cycle durability test in accordance with section 6.2 of SAE J198 Windshield Wiper Systems - Trucks, Buses and Multipurpose Vehicles. The bidder will certify that the wiper system design has been tested and that the wiper system has met these criteria. ELECTRIC WINDOW DURABILITY CERTIFICATION Cab window roll-up systems can cause maintenance problems if not designed for long service life. The window regulator design will complete 30,000 complete up-down cycles and still function normally when finished. The bidder will certify that sample doors and windows similar to those provided on the Chanhassen Fire Department 130 of 131 apparatus have been tested and have met these criteria without malfunction or significant component wear. SEAT BELT ANCHOR STRENGTH Seat belt attachment strength is regulated by Federal Motor Vehicle Safety Standards and should be validated through testing. Each seat belt anchor design will withstand 3000 lb. of pull on both the lap and shoulder belt in accordance with FMVSS 571.210 Seat Belt Assembly Anchorages. The bidder will certify that each anchor design was pull tested to the required force and met the appropriate criteria. SEAT MOUNTING STRENGTH Seat attachment strength is regulated by Federal Motor Vehicle Safety Standards and should be validated through testing. Each seat mounting design will be tested to withstand 20 G's of force in accordance with FMVSS 571.207 Seating Systems. The bidder will certify that each seat mount and cab structure design was pull tested to the required force and met the appropriate criteria. CAB DEFROSTER CERTIFICATION Visibility during inclement weather is essential to safe apparatus performance. The defroster system will clear the required windshield zones in accordance with SAE J381 Windshield Defrosting Systems Test Procedure and Performance Requirements - Trucks, Buses, And Multipurpose Vehicles. The bidder will certify that the defrost system design has been tested in a cold chamber and passes the SAE J381 criteria. CAB HEATER CERTIFICATION Good cab heat performance and regulation provides a more effective working environment for personnel, whether in-transit, or at a scene. The cab heaters will warm the cab 75 F from a cold-soak, within 30 minutes when tested using the coolant supply methods found in SAE J381. The bidder will certify that a substantially similar cab has been tested and has met these criteria. CAB AIR CONDITIONING PERFORMANCE CERTIFICATION Good cab air conditioning temperature and air flow performance keeps occupants comfortable, reduces humidity, and provides a climate for recuperation while at the scene. The cab air conditioning system will cool the cab from a heat-soaked condition at 100 degrees Fahrenheit to an average of 67 degrees Fahrenheit in 30 minutes. The bidder will certify that a substantially similar air conditioning system has been tested and has met these criteria. The certification will be available at the time of delivery. AMP DRAW REPORT The bidder will provide, at the time of bid and delivery, an itemized print out of the expected amp draw of the entire vehicle's electrical system. The manufacturer of the apparatus will provide the following: • Documentation of the electrical system performance tests. • A written load analysis, which will include the following: o The nameplate rating of the alternator. o The alternator rating under the conditions specified per: Chanhassen Fire Department 131 of 131 ▪ Applicable NFPA 1901 or 1906 (Current Edition). o The minimum continuous load of each component that is specified per: ▪ Applicable NFPA 1901 or 1906 (Current Edition). o Additional loads that, when added to the minimum continuous load, determine the total connected load. o Each individual intermittent load. All of the above listed items will be provided by the bidder per the applicable NFPA 1901 or 1906 (Current Edition). CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Resolution 201904: Delegate Authority to the City's Finance Director to make electronic funds transfers Section CONSENT AGENDA Item No: F.6. Prepared By Greg Sticha, Finance Director File No: ADM071 PROPOSED MOTION “The City Council delegates authority to the City's Finance Director to make electronic funds transfers .” Approval requires a Simple Majority Vote of members present. BACKGROUND Minnesota Statute 471.38 Subd. 3a (attached) requires that the city shall annually delegate the authority to make electronic funds transfers to a designated business administrator or chief financial officer or the officer's designee. RECOMMENDATION Staff recommends the city council adopt a resolution delegating authority to Greg Sticha, the City's Finance Director, to make electronic funds transfers. ATTACHMENTS: Resolution MN Statute 471.38 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 14, 2019 RESOLUTION NO: 2019- MOTION BY: SECONDED BY: RESOLUTION DELEGATING AUTHORITY TO CITY FINANCE DIRECTOR TO MAKE ELECTRONIC FUNDS TRANSFERS WHEREAS, in accordance with Minnesota Statue 471.38, the City Council shall delegate authority to the City’s Finance Director to make electronic funds transfers; and WHEREAS, the disbursing bank will receive a copy of the annual delegation of authority; and WHEREAS, the documentation of each electronic funds transfer will include the identification of the initiator, evidence of approval by an authorized party, electronic or written confirmation of each transaction within one business day; and WHEREAS, electronic disbursement payments shall be processed through the accounts payable procedures; and WHEREAS, all electronic transfer transactions shall be included in council packets provided to the city council. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, that the city’s Finance Director be delegated the authority to make electronic funds transfers. Passed and adopted by the Chanhassen City Council this 14th day of January, 2019. ATTEST: Todd Gerhardt, City Manager Elise Ryan, Mayor YES NO ABSENT 471.38 CLAIMS. Subdivision 1.Itemization; declaration.Except as provided in subdivision 2, if an account, claim, or demand against a local government for any property or services can be itemized in the ordinary course of business, the board or officer authorized by law to audit and allow claims shall not audit or allow the claim until the person claiming payment, or the person's agent, provides to the board or officer an itemized list in writing or in an electronic transaction record. By making the claim for payment, the person making the claim is declaring that the account, claim, or demand is just and correct and that no part of it has been paid. The board or officer may in its discretion allow a claim prepared by the clerk or secretary of the board or officer prior to the declaration by the claimant if the declaration is made on the check or order-check by which the claim is paid, as provided in section 471.391, subdivision 2. For the purposes of this section, "local government" means any county, local social services agency, school district, town, or home rule charter city of the second, third, or fourth class, or any park district. Subd. 2.Application.The provisions of this section do not apply to any claim or demand for an annual salary or fees of jurors or witnesses, fixed by law, nor to the salary or wages of any employee whose salary or wages have been fixed on an hourly, daily, weekly or monthly basis, by the governing board of the municipality, and which is now authorized by law to be paid on a payroll basis. Subd. 3.Electronic funds transfer.Electronic funds transfer is the process of value exchange via mechanical means without the use of checks, drafts, or similar negotiable instruments. A local government may make an electronic funds transfer for the following: (1) for a claim for a payment from an imprest payroll bank account or investment of excess money; (2) for a payment of tax or aid anticipation certificates; (3) for a payment of contributions to pension or retirement fund; (4) for vendor payments; and (5) for payment of bond principal, bond interest and a fiscal agent service charge from the debt redemption fund. Subd. 3a. Eligibility.The authorization in subdivision 3 extends only to a local government that has enacted all of the following policy controls: (a) the governing body shall annually delegate the authority to make electronic funds transfers to a designated business administrator or chief financial officer or the officer's designee; (b) the disbursing bank shall keep on file a certified copy of the delegation of authority; (c) the initiator of the electronic transfer shall be identified; (d) the initiator shall document the request and obtain an approval from the designated business administrator, or chief financial officer or the officer's designee, before initiating the transfer as required by internal control policies; (e) a written confirmation of the transaction shall be made no later than one business day after the transaction and shall be used in lieu of a check, order check or warrant required to support the transaction; Copyright © 2018 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. 471.38MINNESOTA STATUTES 20181 (f) a list of all transactions made by electronic funds transfer shall be submitted to the governing body at its next regular meeting after the transaction. History: (766) RL s 438; 1949 c 416 s 1; 1951 c 350 s 1; 1953 c 50 s 1; 1955 c 312 s 1; 1959 c 56 s 1; 1961 c 5 s 1; 1976 c 44 s 68; 1979 c 334 art 6 s 25; 1986 c 444; 1989 c 329 art 9 s 29; 1994 c 631 s 31; 2001 c 13 s 1; 2017 c 52 s 1 Copyright © 2018 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. 2MINNESOTA STATUTES 2018471.38 CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Authorize Payment for Pheasant Hills Park Trail Connection Section CONSENT AGENDA Item No: F.7. Prepared By Adam Beers, Park Superintendent File No: RA135 PROPOSED MOTION “The City Council authorizes payment to Terry Brothers, Inc. in the amount of $7,379.43 for the completion of the trail paving from the Anthem on the Park development to Pheasant Hills Park." Approval requires a Simple Majority Vote of members present. SUMMARY The Anthem on the Park development contract included a trail section to be paved from the culdesac to the Pheasant Hills Park property line. Paving of an additional 200 feet of trail section was required to connect to the existing segments within the park. Because work within the development had been delayed multiple times and a paving schedule had not been established, it was not included in the CIP. In order to provide the best product and eliminate a construction joint at the property line, the additional trail segment was included when the developer installed their section of trail. RECOMMENDATION Staff recommends that the City Council authorize payment to Terry Brothers, Inc. in the amount of $7,379.43 for the completion of the trail paving from the Anthem on the Park development to Pheasant Hills Park. ATTACHMENTS: Invoice CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Approve Temporary OnSale Liquor License to Chanhassen Rotary Club, February Festival on February 2 at Lake Ann Park Section CONSENT AGENDA Item No: F.8. Prepared By Kim Meuwissen, Office Manager File No: LIQ Chanhassen Rotary PROPOSED MOTION “The Chanhassen City Council approves the request from the Chanhassen Rotary Club for a temporary onsale intoxicating liquor license to sell alcoholic beverages at the February Festival on February 2, 2019 on Lake Ann. The fee for said license shall be $1.” Approval requires a Simple Majority Vote of members present. SUMMARY The Chanhassen Rotary Club has submitted an application for a temporary onsale intoxicating liquor license for the annual February Festival on February 2, 2019 on Lake Ann. They plan to sell alcoholic beverages on the ice. The Rotary has submitted liquor liability insurance covering this event. RECOMMENDATION Staff recommends approval of the Chanhassen Rotary Club’s request for a temporary onsale liquor license for the February Festival on Saturday, February 2, 2019 on Lake Ann. The fee is $1. ATTACHMENTS: Application Chanhassen $1.00 12-18-2018 January 14, 2019 952-227-1107 February 2, 2019 kmeuwissen@ci.chanhassen.mn.us CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Approval of Temporary OnSale Liquor License, St. Hubert Catholic Community, Cana Dinner on February 9 Section CONSENT AGENDA Item No: F.9. Prepared By Kim Meuwissen, Office Manager File No: LIQ St. Huberts PROPOSED MOTION “The City Council approves the temporary onsale liquor license request from St. Hubert Catholic Community for their Cana Dinner on February 9, 2019. The fee for said license will be $1.00.” Approval requires a Simple Majority Vote of members present. SUMMARY St. Hubert Catholic Community has submitted an application for a temporary onsale liquor license for their annual Cana Dinner on February 9. The event will be held at the church and they intend to sell beer and wine with dinner. Liquor liability insurance has been provided for the event. RECOMMENDATION Staff recommends approval of the request from St. Hubert Catholic Community for a temporary onsale liquor license for their Cana Dinner on February 9, 2019. The fee is $1.00. ATTACHMENTS: Application $1.00 kmeuwissen@ci.chanhassen.mn.us Chanhassen January 14, 2019 February 9, 2019 CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Approve Stipulation for Settlement Agreements for Acquisition of Properties Located at 720 & 750 Vogelsberg Trail in Conjunction with the Highway 101 Improvements, City Project No. 14 08 Section CONSENT AGENDA Item No: F.10. Prepared By Paul Oehme, Dir. of Public Works/City Engineer File No: Project No. 201408 PROPOSED MOTION “The City Council approves the Stipulation for Settlement Agreements for Acquisition of Properties located at 720 Vogelsberg Trail and 750 Vogelsberg Trail in conjunction with the Highway 101 Improvements, contingent on satisfactory title review by the City Attorney for City Project No. 1408." Approval requires a Simple Majority Vote of members present. BACKGROUND On November 23, 2015, the City Council approved the Environmental Assessment Worksheet (EAW) and adopted the official map of the corridor. In 2018, the city was successful in acquiring $9 million in State of Minnesota bond funds to help fund the reconstruction of Highway 101. On October 8, 2018 the City Council approve a consultant contract and Joint Powers Agreement with Carver County for final design and construction of TH101. DISCUSSION The Highway 101 project will expand and realign TH 101 to a fourlane urban roadway section from Pioneer Trail (CSAH 14) to Flying Cloud Drive (CSAH 61). This 1.1mile section of road will be designed to meet County State Aid standards. The project generally consists of grading, paving, storm sewer, pedestrian bridge, pedestrian underpass, pedestrian trails, retaining walls, ponds, street lighting, bridge removal, improvements to CSAH 61, water main, and sanitary sewer construction. The city has taken the lead on the project and has been working with MnDOT and Carver County on a funding package to complete engineering and the reconstruction of Highway 101. The total project is estimated to cost $30 million, so additional funding besides the $9 million in state Local Road Improvement Program (LRIP) bonding dollars is necessary. MnDOT is planning to use local metro district funds, along with turnback funds, to fill the funding gap. The city will be responsible for the water main and sanitary sewer trunk improvement costs. The city is also CITY COUNCIL STAFF REPORTMonday, January 14, 2019SubjectApprove Stipulation for Settlement Agreements for Acquisition of Properties Located at 720 &750 Vogelsberg Trail in Conjunction with the Highway 101 Improvements, City Project No. 1408SectionCONSENT AGENDA Item No: F.10.Prepared By Paul Oehme, Dir. of Public Works/CityEngineer File No: Project No. 201408PROPOSED MOTION“The City Council approves the Stipulation for Settlement Agreements for Acquisition of Properties located at 720Vogelsberg Trail and 750 Vogelsberg Trail in conjunction with the Highway 101 Improvements, contingent onsatisfactory title review by the City Attorney for City Project No. 1408."Approval requires a Simple Majority Vote of members present.BACKGROUNDOn November 23, 2015, the City Council approved the Environmental Assessment Worksheet (EAW) and adoptedthe official map of the corridor.In 2018, the city was successful in acquiring $9 million in State of Minnesota bond funds to help fund thereconstruction of Highway 101.On October 8, 2018 the City Council approve a consultant contract and Joint Powers Agreement with Carver Countyfor final design and construction of TH101. DISCUSSIONThe Highway 101 project will expand and realign TH 101 to a fourlane urban roadway section from Pioneer Trail(CSAH 14) to Flying Cloud Drive (CSAH 61). This 1.1mile section of road will be designed to meet County StateAid standards. The project generally consists of grading, paving, storm sewer, pedestrian bridge, pedestrianunderpass, pedestrian trails, retaining walls, ponds, street lighting, bridge removal, improvements to CSAH 61, watermain, and sanitary sewer construction.The city has taken the lead on the project and has been working with MnDOT and Carver County on a fundingpackage to complete engineering and the reconstruction of Highway 101. The total project is estimated to cost $30million, so additional funding besides the $9 million in state Local Road Improvement Program (LRIP) bonding dollars is necessary. MnDOT is planning to use local metro district funds, along with turnback funds, to fill the funding gap. The city will be responsible for the water main and sanitary sewer trunk improvement costs. The city is also anticipated to help pay for some of the improvements, such as trail improvements. The realignment and widening of Highway 101 requires significantly more rightofway. Carver County and Chanhassen have been working with property owners on rightofway acquisitions since the preliminary design and official mapping was completed in 2015. The property owners at 720 Vogelsberg Trail and 750 Vogelsberg Trail would like to be bought out at this time. Carver County rightofway agents completed the negotiations. Terms of the settlement agreements can be found in the attached stipulations. Closing costs are not known at this time. MnDOT funds will be used for rightofway acquisitions. The MnDOT funds have been transferred to Carver County, and then subsequently transferred to the city. The city attorney has not reviewed the title work for these properties at this time. Approval of this acquisition should be contingent on the city attorney's approval after reviewing title work and closing documents. SCHEDULE The tentative schedule is as follows: First Neighborhood Meeting December 4, 2018 60% Construction Plans Complete March 2019 Bid Project November 2019 Construction Start Spring 2020 Project Substantial Completion Fall 2021 ATTACHMENTS: Stipulation for Settlement Agreement_720 Vogelsberg Stipulation for Settlement Agreement_750 Vogelsberg STIPULATION FOR SETTLEMENT AGREEMENT Between City of Chanhassen, a Govemmental Subdivision And Lois A Riesgraf Property Tax Identification No 25.1220010 Parcel Number(s): N/A IN THE MATTER OF THE DIRECT PURCHASE OF CERTAIN LANDS IN CARVER COIjNTY FOR HIGHWAY PURPOSES THIS STIPULATION FOR SETTLEMENT AGREEMENT ("Agreement") is entered into between the City of Chanhassen, a govemmental subdivision and a municipal corporation under the laws of the State of Minnesota ("City"), and Lois A. Riesgraf ("Owner"). The City and the Owner are collectively referred to herein as the "Parties." I. RECITALS WIIEREAS, the City, having the power of eminent domain as provided in Minnesota Statutes, Chapter 117, will be acquiring certain lands in Carver County for construction of highway and related improvements as part of the Highway l0l Reconstruction Project ("Project"), Carver County Public Works No. 148726; md ryIv )p t8 I WIIEREAS, Owner, is the sole Owner in fee simple of the real estate described as Parcel Number(s) 25.l22OOlO, which is legally described in Exhibit A, attached hereto ("Property"); and WHEREAS, the city obtained an appraisal report from an independent licensed real estate appraiser to ascertain the amount of damages occasioned by the city's acquisition of the interests in real property from the owner's Property as described in Exhibit A, and the city provided a copy of that report to the owner, and the city submitted a written offer to the owner offering to purchase those real property interests from the Owner for the full amount of damages indicated by this appraisal report; and WHEREAS, the City advised the owner that the owner may obtain thefu own appraisal from an independent licensed real estate appraiser estimating the damages caused by the city's acquisition of the real property interests from the Owner, and that the City will reimburse the Owner for the cost of the Owner's independent appraisal report upon the Owner providing to the county and city a copy of that appraisal report, evidence of the cost of that report and payment of that amount to the appraiser, subject to the limits stated in Minn. Stat., Section I 17.036; and. WHEREAS, the Parties held settlement discussions and reached an agreement regarding the total amount which the City will pay to the Owner for the direct purchase of the Property, and for any and all other costs and claims related to said acquisitions, and hereby enter this Agreement to confirm the terms of their agreernent. 2 t^-lb'Aot (1{ 2. AGREEMENT NOW, TIIEREFORE, in consideration of the mutual promises and other good and valuable consideration, it is hereby acknowledged, the Parties agree and stipulate as follows: 2.1 Recitals. The Parties agree with all of the recitals set forth above, and agree to make each of the recitals set forth above part of this Agreement. 'r) 2.3 2.4 2.5 Pulrlic Puroose. The construction of highway and related improvonents as part of the Highway 101 Reconstruction Project constitutes a valid public purpose' Owner's Warrantv No. 1. Owner warrants that the Owner, on all dates relevant to the actions and matters herein, is the sole Owner of the Property as defined in Minnesota Statute $ 117.025, Subd' 3, and has the legal right, title and legal capacity to enter into this Agreement. Owner's Warrantv No. 2. Owner warrants and agrees that the Owner will execute and deliver to the City a warranty deed and any othff documents necessary for the City's total acquisition of the subject property and land and improvements attached to the land and in form acceptable to the City Attomey, County Attomey and County Recorder, including documents required by the title company to issue a title policy. Owner's Warrantv No.3. Owner agrees to waive any and all claims related to relocation benefits in exchange for a cash payment that is included in this Settlement Agreement, as specified herein. 2.6 Owner's Warrantv No. 4. Owner warrants and agrees to pay all real estate taxes payable in 2019 while Owner rernains living in the home after transfer of the property to the City of Chanhassen and before demolition ofthe home. 2.7 Owner's Warrantv No. 5. The owner agrees that if the home is substantially damaged and is rendered unlivable, the City of Chanhassen does not have to repair the home to make it livable. 2.8 Citv's Warranty No. 1. The City of Chanhassen agrees to pay cash in lieu of relocation benefits and this cash is included in the Settlement Amount specified below, in exchange for Owner's waiver of claim to any additional relocation benefits. Citv's Warrantv No. 2. The City of Chanhassen agrees to allow Owner to live in the home at $0.00 per month rent until demolition of the improvernents begins, or tD. q 2.9 A -^o J October 31, 2019, whichever is later, with 90 day notice to vacate premises ("Notice to Vacate Property'') to the Owner prior to commencing demolition and City will be responsible for maintaining continuity of service for the well and septic system, electrical service, telephone and fiber optic service. Owner will be responsible for the payment of all utilities specified above and agrees to carry a renters' insurance policy until they vacate the home. Owner agrees to waive any claims against the City for damage to Owner's personal property resulting from Owner'b failure to carry said renters' insurance policy. At closing, the seller will include a Loss of Use Rider in the amount of $50,000.00 as part of the renters insurance policy. The Owner agrees to vacate the Property within 90 days of the City Notice to Vacate Property with the move out date being no earlier than October 31, 2019. 2.lO Citv's Warrantv No. 3. The City Of Chanhassen agrees to allow the Owner to rernove personal property items from the property before dernolition begins' Said iterns include, but are not limited to: Doors, windows, trim, floor coverings, heating and air conditioning systems, appliances, landscape block, shrubs, flowers or other landscape itons. 2.ll Citv's Warrantv No' 4. The City of Chanhassen agrees to release Owner from responsibility for any hazardous waste located on the subject property. 2.12 Settlement Amount. The Parties agees that the sum of Six Hundred Ninety Eight Thousand Dollars, ($698,000.00), ("Settlement Amount"), is the fair and equitable total collective value for the direct purchase of the Property, and for any and all related costs and claims. The Parties further agree that the Settlernent Amount satisfies all damages due to the Owner from the direct purchase of the Property, satisfies the statutorily required appraisal fee of One Thousand Five Hundred Dollars, ($1,500.00), and satisfies any and all claims which the Owner could assert in collection with the direct purchase of this Property, including, but not limited to: damages for the taking of real estate, fixtures, or improvements, severance damages, damages due to construction- related interference, demolition and related expenses, litigation expenses, appraisal fees, expert fees, interest, attomey fees and relocation benefits. The Owner hereby waives any and all claims which the Owner may have with respect to the direct purchase of this Property, including but not limited to any right to appeal these matters, costs, fees, expenses, interest, appraisal fees, and attomey fees regarding the Property. 2.13 Pavment. City shall pay the Settlernent Amount to the Owner within 30 days following approval of this Agreement by the City of Chanhassen, conditioned upon receipt offunds for closing from Carver County. Payment shall be delivered to the Owner by U.S. Mail or delivered by the Carver County Right- of-Way Agent at Closing. ? 4 t^ -t^'bo\ 3.2 2.14 Record Deed Documents. The City shall be entitled to record the deed and any related documents following execution and delivery of those documents by the Owner. The Owner agrees to make no appeal or objection to this Agreement, or to the recording ofany documents required to complete this Agreement. 3. MISCELLAI{EOUS 3.1 Waiver of Notice. The Owner hereby waives their rights to further notices and hearings under Minnesota Statutes, Chapter 1 17. Fees and Costs. The Settlement Amount includes the City's Payment of all of the Owner's attomey fees up to and including the date of this Agreement. Following execution of this Agreement, if any action is necessary to enforce the terms of this Agreement, each Party shall bear its own costs, expenses, fees and disbursements, including attomey fees, incurred in connection with the enforcement of this Agreernent. 3.3 Choice of Law. This Agreement is govemed by, and shall be construed in accordance with the laws of the State of Mimesota. 3.4 Court Retains Jurisdiction. The Parties agree that Carver County District Court has jurisdiction to enforce this Agreement and any action to enforce this Agreement must be filed in Carver County District Court. 3.5 Voluntarv Apreement. The undersigned Owner has read this Agreement and understands its terms. The Owner acknowledges that they had a sufficient opportunity to consult with legal counsel of the Owner's choice, and the Owner knowingly, intelligently, and voluntarily enters into this Agreement, and intends to be fully bound by all of the terms stated herein. 3.6 Entire Aqreement. This Agreement constitutes the entire agreanent between the Parties. ln settling this case and executing this Agreement, the Owner specifically represents that they are not relying on any statements or promises by or on behalf of the City other than those stated in this Agreement. The terms of this Agreement shall constitute a binding contract. No modification or amendment to this Agreonent shall be valid or binding unless contained in a written instrument which is signed by all Parties hereto and approved by the City Council. 3.7 Effective Date. This Agreement shall become effective upon execution by or on behalf of all parties, delivery of the fully signed Agreernent to both the City and the Owner; and approval of this Agreement by resolution of the City of Chanhassen City Council. b5 tE- nO ,. a,/ 8 Execution. The Parties agree that this Agreement may be executed in separate counterparts which, taken together, shall be and comprise one agreement. 3.9 Auth oritv . The person sigring this Agreement in their representative capacities represent and warrant by sigring this Agreernent that it is their intent to bind their respective principals to the terms and conditions set forth herein, that the person sigring in their representative capacity have been authorized to bind their respective principals to such terms, and that it is the respective principals' intent to be so bound. IN WITNESS TIIEREOE the undersigred have each executed this Agreement on the day and year set forth below. 3.8 ,1 K i6 b'2p 3.10 Captions. Captions contained in this Agreement are for reference only, and therefore, have no effect in construing this Agreement. Dated:ilt /A ,20 t8 SIGNATURE PAGE FOR Lois A. Riesgraf, a single person OWNER: n S . Riesgraf,e [REST OF PAGE INTENTIONALLY LEFT BLANK] q $ 13'" 7 ty' Dated: SIGNATURE PAGE FOR THE CITY OF CHANHASSEN 201 CITY OF CHANHASSEN By: Its Mayor By: Its City Manager [REST OF PAGE INTENTIONALLY LEFT BLANK] g I FD \78 \3' EXHIBITA TO STIPULATION FOR SETTLEMENT AGREEMENT IProiect ID) Carver County Public Works No. 148726 Property Tax Identification No. 25.1220010 Parcel Number(s): N/A Fee Owner: Lois A. Riesgraf Property Address: 720 Vogelsberg Trail, Chaska" MN 55318 Leqal Descriotion of Subiect Prooe(v: Lot One (1), Block One (l), Bluff creek Highlands 2nd Addition, according to the map or plat thereof on file and ofrecord, Office of the Register ofDeeds, Carver County, Minnesota All other parties unknown, together with unknown successors, assigns, heirs, devisees and spouses, if any, of the named Respondents Any right, title or interest within the Encumbered portion of the Subject Property Notwithstanding the foregoing atternpt to identifu all interests held by a party named herein, it is Petitioner's intention to acquire or encumber all interests owned or claimed by the named respondents in the Subject Property within the taking areas described above. * 9 ^ ?.o t8 STIPULATION FOR SETTLEMENT AGREEMENT Between City of Chanhassen, a Govemmental Subdivision And Allen R. Rothe Living Trust, Allen R. Rothe as Trustee Property Tax Identification No 25.1220040 Parcel Number(s): N/A IN THE MATTER OF THE DIRECT PURCHASE OF CERTAIN LANDS IN CARVER COUNry FOR HIGHWAY PURPOSES THIS STIPULATION FOR SETTLEMENT AGREEMENT ("Agreement") is entered into between the City of Chanhassen, a governmental subdivision and a municipal corporation under the laws of the State of Minnesota ("City"), and the Allen R. Rothe Living Trust, Allen R. Rothe as Trustee, ("Owner"). The City and the Owner are collectively refened to herein as the 'Parties.' 1. RECITALS WHEREAS, the City, having the power of erninent domain as provided in Minnesota Statutes, Chapter 117, will be acquiring certain lands in Carver County for construction of highway and related improvernents as part of the Highway 101 Reconstruction Project ("Project"), Carver County Public Works No . 148726; al:rd I l1-tz- t I WHEREAS, Owner, is the sole Owner in fee simple of the real estate described as Parcel Numbe(s) 25.1220040, which is legally described in Exhibit A, attached hereto ("Property"); and WIIEREAS, the City obtained an appraisal report fiom an independent licensed real estate appraiser to ascertain the amount of damages occasioned by the City's acquisition of the interests in real property from the Owner's Property as described in Exhibit A, and the City provided a copy of that report to the Owner, and the City submitted a written offer to the Owner offering to purchase those real property interests from the Owner for the full amount of damages indicated by this appraisal report; and WHEREAS, the City advised the Owner that the Owner may obtain their own appraisal from an independent licensed real estate appraiser estimating the damages caused by the City's acquisition of the real property interests from the Owner, and that the City will reimburse the Owner for the cost of the Owner's independent appraisal report upon the Owner providing to the County and City a copy of that appraisal report, evidence ofthe cost of that report and payment ofthat amount to the appraiser, subject to the limits stated in Minn. Stat., Section 117.036; and. WHEREAS, the Parties held settlement discussions and reached an agreement regarding the total amount which the City will pay to the Owner for the direct purchase of the Property, and for any and all other costs and claims related to said acquisitions, and hereby enter this Agreement to confirm the terms of their agreement. ) l2-17 - tB& 2. AGREEMENT NOW, THEREFOR-E, in consideration of the mutual promises and other good and valuable consideration, it is hereby acknowledged, the Parties agree and stipulate as follows: 2.1 Recitals. The Parties agree with all of the recitals set forth above, and agree to make each of the recitals set forth above part of this Agreement. ))Pfftrlis-Pu4glg. The construction of highway and related improvements as part of the Highway 101 Reconstruction Project constitutes a valid public purpose. 2.3 Owner's Warrantv No. 1. Owner warrants that the Owner, on all dates relevant to the actions and matters herein, is the sole Owner of the Property as defined in Minnesota Statute $ ll7 .025, Subd. 3, and has the legal right, title and legal capacity to enter into this Agreement. 2.4 Owner's Warrantv No. 2. Owner warrants and agrees that the Owner will execute and deliver to the City a warranty deed and any other documents necessary for the City's total acquisition of the subject property and land and improvements attached to the land and in form acceptable to the City Attomey, County Attomey and County Recorder, including documents required by the title company to issue a title policy. ,(Owner's Warrantv No. 3. Owner agrees to waive any and all claims related to relocation benefits in exchange for a cash payment that is included in this Settlernent Agreement, as specified herein. 2.6 Owner's Warrantv No. 4, Owner warrants and agrees to pay all real estate taxes payable in 2019 while Owner remains living in the home after transfer of the property to the City of Chanhassen and before demolition of the home. 2.7 Owner's W tv No. 5. The owner agrees that if the home is substantially damaged and is rendered unlivable, the City of Chanhassen does not have to repair the home to make it livable. Citv's Warrantv No.2. The City of Chanhassen agrees to allow Owner to live in the home at $0.00 per month rent until dernolition of the improvernents begins, or 3 ,o 2.8 Citv's Warranty No. 1. The City of Chanhassen agrees to pay cash in lieu of relocation benefits and this cash is included in the Settlernent Amount specified below, in exchange for Owner's waiver of claim to any additional relocation benefits. &,r-,r-,s October 31, 2019, whichever is later, with 90 day notice to vacate premises ('Notice to Vacate Property'') to the Owner prior to commencing donolition and City will be responsible for maintaining continuity of service for the well and septic system, electrical service, telephone and fiber optic service. Owner will be responsible for the payment of all utilities specified above and agrees to carry a renters' insurance policy until they vacate the home. Owner agrees to waive any claims against the City for damage to Owner's personal property resulting from Owner's failure to carry said renters' insurance policy. At closing, the seller will include a Loss of Use Rider in the amount of $50,000.00 as part of the renters insurance policy. The Owner agrees to vacate the Property within 90 days of the City Notice to Vacate Property with the move out date being no earlier than October 31, 2019. 2.10 Citv's Warran(v No. 3. The City Of Chanhassen agrees to allow the Owner to remove personal property items from the property before dernolition begins. Said items include, but are not limited to: Doors, windows, trim, floor coverings, heating and air conditioning systems, appliances, landscape block, shnrbs, flowers or other landscape iterns. 2.ll City's Warrantv No, 4. The City of Chanhassen agrees to release Owner from responsibility for any hazardous waste located on the subject property. 2.12 Settlement Amount. The Parties agrees that the sum of Seven Hundred Seventy Five Thousand Dollars, ($775,000.00), ("Seulement Amount"), is the fair and equitable total collective value for the direct purchase of the Property, and for any and all related costs and claims. The Parties further agree that the Settlement Amount satisfies all damages due to the Owner from the direct purchase of the Property, satisfies the statutorily required appraisal fee of One Thousand Five Hundred Dollars, ($1,500.00), and satisfies any and all claims which the Owner could assert in collection with the direct purchase of this Property, includi-ng, but not limited to: damages for the taking of real estate, fixtures, or improvements, severance damages, damages due to construction- related interference, dernolition and related expenses, litigation expenses, appraisal fees, expert fees, interest, attomey fees and relocation benefits. The Owner hereby waives any and all claims which the Owner may have with respect to the direct purchase of this Property, including but not limited to any right to appeal these matte$, costs, fees, expenses, interest, appraisal fees, and attomey fees regarding the Property. 4 R tz-tu-t? 2.13 Pavment City shall pay the Settlement Amount to the Owner within 30 days following approval of this Agreement by the City of Chanhassen, conditioned upon receipt of funds for closing from Carver County. Payment shall be delivered to the Owner by U.S. Mail or delivered by the Carver County Right- of-Way Agent at Closing. 2.14 Record Deed Documents. The City shall be entitled to record the deed and any related documents following execution and delivery of those documents by the Owner. The Owner agrees to make no appeal or objection to this Agreement, or to the recording of any documents required to complete this Agreement. 3. MISCELLANEOUS 3.1 Waiver of Notice. The Owner hereby waives their rights to further notices and hearings under Minnesota Statutes, Chapter I 17. 3.2 Fees and Costs. The Settlement Amount includes the City's Paymant of all of the OwneCs attomey fees up to and including the date of this Agreernent. Following execution ofthis Agreement, ifany action is necessary to enforce the terms of this Agreernent, each Party shall bear its own costs, expenses, fees and disbursernents, including attomey fees, incurred in connection with the enforcement of this Agreement. 3.3 Choice of Law. ffis Agreement is governed by, and shall be construed in accordance with the laws of the State of Minnesota. 3.4 CgCtrSeteiEL !S!ie& The Parties agree that Carver County District Court has jurisdiction to enforce this Agreernent and any action to enforce this Agreement must be filed in Carver County District Court. 3.5 Voluntarv Aqreement. The undersigted Owner has read this Agreement and understands its terms. The Owner acknowledges that they had a sufficient opportunity to consult with legal counsel of the Owner's choice, and the Owner knowingly, intelligentlS and voluntarily enters into this Agreernent, and intealds to be fully bound by all of the terms stated herein. 3.6 f,ntire Asreement. This Agreement constitutes the entire agreement between the Parties. ln settling this case and executing this Agreement, the Owner specifically represents that they are not relfng on any statements or promises by or on behalf of the City other than those stated in this Agreement. The terrns of this Agreement shall constitute a binding contract. No modification or amendment to this Agreernent shall be valid or binding unless contained in a written instrument which is sigrred by all Parties hereto and approved by the City Council. 3.7 Effective Date. This Agreernent shall become effective upon execution by or on behalf of all parties, delivery of the fully signed Agreernent to both the City and the Owner; and approval of this Agreanent by resolution of the City of Chanhassen City Council. 5 &,rn-t? Execution. The Parties agree that this Agreanant may be executed in separate counterparts which, taken together, shall be and comprise one agreement. AuthoriE, The person signing this Agreement in their representative capacities represent and warrant by signing this Agreement that it is their intent to bind their respective principals to the terms and conditions set forth herein, that the person signing in their representative capacity have been authorized to bind their respective principals to such terms, and that it is the respective principals' intent to be so bound. 3.10 Captions. Captions contained in this Agreement are for reference only, and therefore, have no effect in construing this Agreement. IN WITNESS TIIER"EOF, the undersigned have each executed this Agreernent on the day and year set forth below. tA-t2- tB 3.8 3.9 6 Dated: SIGNATURE PAGE FOR Allen R. Rothe Living Trust, Allen R. Rothe as Trustee 20l3 OWNER: Allen R. Rothe, Trustee of the Allen R. Rothe Living Trust [REST OF PAGE INTENTIONALLY LEFT BLANK] 7 czy('o_... Dated: SIGNATURE PAGE POR THE CITY OF CHANHASSEN 201 CITY OF CHANHASSEN By: By: Its City Manager [REST OF PAGE INTENTIONALLY LEFT BLANK] 8 Its Mayor EXHIBITA TO STIPULATION FOR SETTLEMENT AGREEMENT IProiect lD) Carver County Public Works No. 148'126 Property Tax Identification No .25.1220040 Parcel Numbe(s): N/A Fee Owner: Allen R. Rothe Living Trust. Allen R. Rothe as Trustee Property Address: 750 Vogelsberg Trail, Chaska, MN 55318 Leeal Descriotion of Subiect Propertv: Lot Four (4), Block One (l), Bluff creek Highlands 2nd Addition, according to the map or plat thereof on file and of record, Office of the Register of Deeds, Carver County, Minnesota Having 0.76 acres, more or less t2-l 7- I I All other parties unknown, together with unknown successors, assigns, heirs, devisees and spouses, if any, of the named Respondents Any right, title or interest within the Encumbered portion of the Subject Property Notwithstanding the foregoing attempt to identify all interests held by a party named herein, it is Petitioner's intention to acquire or encumber all interests owned or claimed by the named respondents in the Subject Property within the taking areas described above. 9 CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Approve Consultant Agreement for Minnewashta Parkway Rehabilitation Project Section CONSENT AGENDA Item No: F.11. Prepared By George Bender, Assistant City Engineer File No: Project No. 202002 PROPOSED MOTION “The City Council approves a consultant contract with KimleyHorn and Associates in the amount of $249,655 and authorizes the preparation of a feasibility study for the Minnewashta Parkway Rehabilitation Project No. 202002.” Approval requires a Simple Majority Vote of members present. BACKGROUND On October 26, 2018, the Engineering Department prepared and released a request for proposals (RFP) for consultant services for the project. On November 8, 2018, the Engineering Department received three proposals from consultants for professional services for the Minnewashta Parkway project. DISCUSSION Minnewashta Parkway is a collector street located on the west side of Lake Minnewashta between Highway 5 and Highway 7. The roadway and utilities are in need of rehabilitation. The city's Capital Improvement Plan has planned for the rehabilitation of Minnewashta Parkway in 2020. The project extends from south of State Trunk Highway 7 on the north end to Hawthorne Circle on the south end. Hawthorne Circle south to State Highway 5 is the jurisdiction of the City of Victoria. Staff utilized the city's Pavement Management Program and site investigations to determine the project limits as shown in Figure 1. The project includes a 1.35mile long urbanized street corridor. The existing road section was originally constructed in 1990. CITY COUNCIL STAFF REPORTMonday, January 14, 2019SubjectApprove Consultant Agreement for Minnewashta Parkway Rehabilitation ProjectSectionCONSENT AGENDA Item No: F.11.Prepared By George Bender, Assistant City Engineer File No: Project No. 202002PROPOSED MOTION“The City Council approves a consultant contract with KimleyHorn and Associates in the amount of $249,655 andauthorizes the preparation of a feasibility study for the Minnewashta Parkway Rehabilitation Project No. 202002.”Approval requires a Simple Majority Vote of members present.BACKGROUNDOn October 26, 2018, the Engineering Department prepared and released a request for proposals (RFP) forconsultant services for the project. On November 8, 2018, the Engineering Department received three proposals from consultants for professionalservices for the Minnewashta Parkway project.DISCUSSIONMinnewashta Parkway is a collector street located on the west side of Lake Minnewashta between Highway 5 andHighway 7. The roadway and utilities are in need of rehabilitation. The city's Capital Improvement Plan has plannedfor the rehabilitation of Minnewashta Parkway in 2020. The project extends from south of State Trunk Highway 7 onthe north end to Hawthorne Circle on the south end. Hawthorne Circle south to State Highway 5 is the jurisdiction ofthe City of Victoria. Staff utilized the city's Pavement Management Program and site investigations to determine theproject limits as shown in Figure 1. The project includes a 1.35mile long urbanized street corridor. The existing road section was originally constructed in 1990. Figure 1: Project Area Map Minnewashta Parkway is designated as a Municipal State Aid (MSA) route. The city will utilize State Aid funding and special assessments to finance the street improvements. In addition, special assessments to benefiting properties are proposed to be included for supplementing the street funding for the project. City utility funds will be used for funding of the utility improvements. The current pavement overall condition index (OCI) is 63 which is within the range where overlays should be considered. The road is heavily patched and would score a lower OCI if the road was not constantly patched. Based on preliminary geotechnical information, the street section indicates the surfacing improvements can be accomplished via a mill and overlay in areas that do not require an excavation for utility improvements. The design intent will be to minimize the amount of excavations. The existing pavement condition is able to be improved with a rehabilitation project rather than a reconstruction project. Water Main The existing main is 12inch cast iron and ductile iron pipe of early 1970's vintage. The city's policy is to replace existing cast iron water main when a street project occurs due to past history, existing soil conditions, and the attributes associated with the material. The existing water main has had 10 breaks associated with it since 2001. The break locations are identified in Figure 2 below. The most recent break was recently repaired in December 2018 and the location is not indicated on the map. CITY COUNCIL STAFF REPORTMonday, January 14, 2019SubjectApprove Consultant Agreement for Minnewashta Parkway Rehabilitation ProjectSectionCONSENT AGENDA Item No: F.11.Prepared By George Bender, Assistant City Engineer File No: Project No. 202002PROPOSED MOTION“The City Council approves a consultant contract with KimleyHorn and Associates in the amount of $249,655 andauthorizes the preparation of a feasibility study for the Minnewashta Parkway Rehabilitation Project No. 202002.”Approval requires a Simple Majority Vote of members present.BACKGROUNDOn October 26, 2018, the Engineering Department prepared and released a request for proposals (RFP) forconsultant services for the project. On November 8, 2018, the Engineering Department received three proposals from consultants for professionalservices for the Minnewashta Parkway project.DISCUSSIONMinnewashta Parkway is a collector street located on the west side of Lake Minnewashta between Highway 5 andHighway 7. The roadway and utilities are in need of rehabilitation. The city's Capital Improvement Plan has plannedfor the rehabilitation of Minnewashta Parkway in 2020. The project extends from south of State Trunk Highway 7 onthe north end to Hawthorne Circle on the south end. Hawthorne Circle south to State Highway 5 is the jurisdiction ofthe City of Victoria. Staff utilized the city's Pavement Management Program and site investigations to determine theproject limits as shown in Figure 1. The project includes a 1.35mile long urbanized street corridor. The existing roadsection was originally constructed in 1990.Figure 1: Project Area MapMinnewashta Parkway is designated as a Municipal State Aid (MSA) route. The city will utilize State Aid funding andspecial assessments to finance the street improvements. In addition, special assessments to benefiting properties areproposed to be included for supplementing the street funding for the project. City utility funds will be used for fundingof the utility improvements.The current pavement overall condition index (OCI) is 63 which is within the range where overlays should beconsidered. The road is heavily patched and would score a lower OCI if the road was not constantly patched. Basedon preliminary geotechnical information, the street section indicates the surfacing improvements can be accomplishedvia a mill and overlay in areas that do not require an excavation for utility improvements. The design intent will be tominimize the amount of excavations. The existing pavement condition is able to be improved with a rehabilitationproject rather than a reconstruction project.Water MainThe existing main is 12inch cast iron and ductile iron pipe of early 1970's vintage. The city's policy is to replaceexisting cast iron water main when a street project occurs due to past history, existing soil conditions, and the attributesassociated with the material. The existing water main has had 10 breaks associated with it since 2001. The break locations are identified in Figure2 below. The most recent break was recently repaired in December 2018 and the location is not indicated on the map. Figure 2: Water Main Break Map (since 2001) The consultant will need to perform a break analysis on the water main but it is expected that a considerable portion of the pipe will need to be replaced, if not all of the water main. The location of the cast iron pipe within the project limits is within the northern half of the street length. The majority of the breaks are in the southern half of the street length that is ductile iron pipe. It is expected that a trenchless technology will be specified for replacing the water main. Excavations down to the water main will need to be made for pit installations, hydrants, valves, and service reconnections. It is anticipated some temporary water service to property owners will be required while the work is being completed. Sanitary Sewer The existing sanitary sewer consists of 8inch and 10inch PVC pipe. The city has had all of the sanitary mains televised within the last 10 years. The remaining pipe sections that had not been recently televised were completed early this winter. The consultant will review and analyze the sewer and determine the necessary repairs. It is not expected that a significant volume of repairs will need to be completed for the gravity mains. Inflow and infiltration barriers will be installed on all manholes as needed. The city will offer to the residents associated with the project the service of televising their sanitary service laterals to determine if there are any existing concerns. In addition, the consultant in conjunction with the city will distribute a CITY COUNCIL STAFF REPORTMonday, January 14, 2019SubjectApprove Consultant Agreement for Minnewashta Parkway Rehabilitation ProjectSectionCONSENT AGENDA Item No: F.11.Prepared By George Bender, Assistant City Engineer File No: Project No. 202002PROPOSED MOTION“The City Council approves a consultant contract with KimleyHorn and Associates in the amount of $249,655 andauthorizes the preparation of a feasibility study for the Minnewashta Parkway Rehabilitation Project No. 202002.”Approval requires a Simple Majority Vote of members present.BACKGROUNDOn October 26, 2018, the Engineering Department prepared and released a request for proposals (RFP) forconsultant services for the project. On November 8, 2018, the Engineering Department received three proposals from consultants for professionalservices for the Minnewashta Parkway project.DISCUSSIONMinnewashta Parkway is a collector street located on the west side of Lake Minnewashta between Highway 5 andHighway 7. The roadway and utilities are in need of rehabilitation. The city's Capital Improvement Plan has plannedfor the rehabilitation of Minnewashta Parkway in 2020. The project extends from south of State Trunk Highway 7 onthe north end to Hawthorne Circle on the south end. Hawthorne Circle south to State Highway 5 is the jurisdiction ofthe City of Victoria. Staff utilized the city's Pavement Management Program and site investigations to determine theproject limits as shown in Figure 1. The project includes a 1.35mile long urbanized street corridor. The existing roadsection was originally constructed in 1990.Figure 1: Project Area MapMinnewashta Parkway is designated as a Municipal State Aid (MSA) route. The city will utilize State Aid funding andspecial assessments to finance the street improvements. In addition, special assessments to benefiting properties areproposed to be included for supplementing the street funding for the project. City utility funds will be used for fundingof the utility improvements.The current pavement overall condition index (OCI) is 63 which is within the range where overlays should beconsidered. The road is heavily patched and would score a lower OCI if the road was not constantly patched. Basedon preliminary geotechnical information, the street section indicates the surfacing improvements can be accomplishedvia a mill and overlay in areas that do not require an excavation for utility improvements. The design intent will be tominimize the amount of excavations. The existing pavement condition is able to be improved with a rehabilitationproject rather than a reconstruction project.Water MainThe existing main is 12inch cast iron and ductile iron pipe of early 1970's vintage. The city's policy is to replaceexisting cast iron water main when a street project occurs due to past history, existing soil conditions, and the attributesassociated with the material. The existing water main has had 10 breaks associated with it since 2001. The break locations are identified in Figure2 below. The most recent break was recently repaired in December 2018 and the location is not indicated on themap. Figure 2: Water Main Break Map (since 2001)The consultant will need to perform a break analysis on the water main but it is expected that a considerable portion ofthe pipe will need to be replaced, if not all of the water main. The location of the cast iron pipe within the project limitsis within the northern half of the street length. The majority of the breaks are in the southern half of the street lengththat is ductile iron pipe. It is expected that a trenchless technology will be specified for replacing the water main. Excavations down to thewater main will need to be made for pit installations, hydrants, valves, and service reconnections. It is anticipatedsome temporary water service to property owners will be required while the work is being completed.Sanitary SewerThe existing sanitary sewer consists of 8inch and 10inch PVC pipe. The city has had all of the sanitary mainstelevised within the last 10 years. The remaining pipe sections that had not been recently televised were completedearly this winter. The consultant will review and analyze the sewer and determine the necessary repairs. It is notexpected that a significant volume of repairs will need to be completed for the gravity mains. Inflow and infiltrationbarriers will be installed on all manholes as needed. The city will offer to the residents associated with the project the service of televising their sanitary service laterals to determine if there are any existing concerns. In addition, the consultant in conjunction with the city will distribute a survey to properties along the project in regards to identifying sewer and drainage concerns. There are two sanitary lift stations (LS#6 & LS#7) along Minnewashta Parkway. The force mains associated with each lift station will require a condition analysis. The force main associated with LS#7 has had several breaks over the years and it is expected to need to be structurally lined. Storm Sewer The existing storm sewer system will be reviewed and improvements made as needed. Areas currently being planned for redevelopment , for example near the Glendale Drive intersection,will be modeled for additional capacity needs. Drain tile will need to be added behind the existing curbing in several areas with connections made to the existing storm system. Low areas, geotechnical data, and historical observations will be used to identify wet areas where tiling can help protect the roadway. Surface water management will be another main item of focus. There are seven stormwater ponds adjacent to Minnewashta Parkway where no improvements or work has been completed since the 1990's. A holistic analysis will be completed based on drainage capacity and the ponds will receive improvements as needed. Three ponds adjacent to Lake St. Joe will be hydraulically modeled. All three of these ponds are expected to need to be cleaned out and improved. Recommendations for improvements will be provided by the consultant for solutions to existing drainage issues and develop capacity for the future. Proposed improvements will address current NPDES and Minnehaha Creek Watershed District (MCWD) requirements in regards to water quality treatment and best management practices for stormwater runoff. Recommendations for potential treatment and abstraction through infiltration, capture and reuse, or other methods will be considered. The consultant will be expected to review city and MCWD wetland protection plans for requirements.The National Wetland Inventory and Public Waters Inventory, and other resources will be used to identify potential wetlands within the project area. Wetland delineation will be provided by the consultant as needed. Project sequencing and design will meet the Minnesota Clean Water Act and Section 404 of the US Clean Water Act. Coordination with various Federal and State agencies will be part of this work. A standalone SWPPP will be prepared by the consultant. Retaining Walls The condition of the existing retaining walls along the corridor will be evaluated by a structural engineer. Recommendations will be made by the consultant for improvements to the retaining walls. ENGINEERING SERVICES Consultant engineering services are necessary for this street project including preparation of the feasibility report, surveying, preliminary and final street design, utility design, SWPPP preparation, construction administration & inspection, and preparation of asbuilt drawings. Staff solicited a request for proposals (RFP) to three engineering companies: WSB & Associates, KimleyHorn & Associates, and SEH. Proposals were received from all of the consultants and are summarized below: Proposals Fee KimleyHorn & Associates $249,655.00 WSB & Associates $285,947.00 SEH, Inc.*$294,063.50 *This proposal included an alternate for watermain evaluation and assessment at a cost of $43,840. The comparative fee without the alternate is $250,223.50. CITY COUNCIL STAFF REPORTMonday, January 14, 2019SubjectApprove Consultant Agreement for Minnewashta Parkway Rehabilitation ProjectSectionCONSENT AGENDA Item No: F.11.Prepared By George Bender, Assistant City Engineer File No: Project No. 202002PROPOSED MOTION“The City Council approves a consultant contract with KimleyHorn and Associates in the amount of $249,655 andauthorizes the preparation of a feasibility study for the Minnewashta Parkway Rehabilitation Project No. 202002.”Approval requires a Simple Majority Vote of members present.BACKGROUNDOn October 26, 2018, the Engineering Department prepared and released a request for proposals (RFP) forconsultant services for the project. On November 8, 2018, the Engineering Department received three proposals from consultants for professionalservices for the Minnewashta Parkway project.DISCUSSIONMinnewashta Parkway is a collector street located on the west side of Lake Minnewashta between Highway 5 andHighway 7. The roadway and utilities are in need of rehabilitation. The city's Capital Improvement Plan has plannedfor the rehabilitation of Minnewashta Parkway in 2020. The project extends from south of State Trunk Highway 7 onthe north end to Hawthorne Circle on the south end. Hawthorne Circle south to State Highway 5 is the jurisdiction ofthe City of Victoria. Staff utilized the city's Pavement Management Program and site investigations to determine theproject limits as shown in Figure 1. The project includes a 1.35mile long urbanized street corridor. The existing roadsection was originally constructed in 1990.Figure 1: Project Area MapMinnewashta Parkway is designated as a Municipal State Aid (MSA) route. The city will utilize State Aid funding andspecial assessments to finance the street improvements. In addition, special assessments to benefiting properties areproposed to be included for supplementing the street funding for the project. City utility funds will be used for fundingof the utility improvements.The current pavement overall condition index (OCI) is 63 which is within the range where overlays should beconsidered. The road is heavily patched and would score a lower OCI if the road was not constantly patched. Basedon preliminary geotechnical information, the street section indicates the surfacing improvements can be accomplishedvia a mill and overlay in areas that do not require an excavation for utility improvements. The design intent will be tominimize the amount of excavations. The existing pavement condition is able to be improved with a rehabilitationproject rather than a reconstruction project.Water MainThe existing main is 12inch cast iron and ductile iron pipe of early 1970's vintage. The city's policy is to replaceexisting cast iron water main when a street project occurs due to past history, existing soil conditions, and the attributesassociated with the material. The existing water main has had 10 breaks associated with it since 2001. The break locations are identified in Figure2 below. The most recent break was recently repaired in December 2018 and the location is not indicated on themap. Figure 2: Water Main Break Map (since 2001)The consultant will need to perform a break analysis on the water main but it is expected that a considerable portion ofthe pipe will need to be replaced, if not all of the water main. The location of the cast iron pipe within the project limitsis within the northern half of the street length. The majority of the breaks are in the southern half of the street lengththat is ductile iron pipe. It is expected that a trenchless technology will be specified for replacing the water main. Excavations down to thewater main will need to be made for pit installations, hydrants, valves, and service reconnections. It is anticipatedsome temporary water service to property owners will be required while the work is being completed.Sanitary SewerThe existing sanitary sewer consists of 8inch and 10inch PVC pipe. The city has had all of the sanitary mainstelevised within the last 10 years. The remaining pipe sections that had not been recently televised were completedearly this winter. The consultant will review and analyze the sewer and determine the necessary repairs. It is notexpected that a significant volume of repairs will need to be completed for the gravity mains. Inflow and infiltrationbarriers will be installed on all manholes as needed.The city will offer to the residents associated with the project the service of televising their sanitary service laterals todetermine if there are any existing concerns. In addition, the consultant in conjunction with the city will distribute asurvey to properties along the project in regards to identifying sewer and drainage concerns. There are two sanitary lift stations (LS#6 & LS#7) along Minnewashta Parkway. The force mains associated witheach lift station will require a condition analysis. The force main associated with LS#7 has had several breaks over theyears and it is expected to need to be structurally lined.Storm SewerThe existing storm sewer system will be reviewed and improvements made as needed. Areas currently being plannedfor redevelopment , for example near the Glendale Drive intersection,will be modeled for additional capacity needs.Drain tile will need to be added behind the existing curbing in several areas with connections made to the existingstorm system. Low areas, geotechnical data, and historical observations will be used to identify wet areas where tilingcan help protect the roadway.Surface water management will be another main item of focus. There are seven stormwater ponds adjacent toMinnewashta Parkway where no improvements or work has been completed since the 1990's. A holistic analysis willbe completed based on drainage capacity and the ponds will receive improvements as needed.Three ponds adjacent to Lake St. Joe will be hydraulically modeled. All three of these ponds are expected to need tobe cleaned out and improved. Recommendations for improvements will be provided by the consultant for solutions toexisting drainage issues and develop capacity for the future.Proposed improvements will address current NPDES and Minnehaha Creek Watershed District (MCWD)requirements in regards to water quality treatment and best management practices for stormwater runoff. Recommendations for potential treatment and abstraction through infiltration, capture and reuse, or other methods willbe considered. The consultant will be expected to review city and MCWD wetland protection plans for requirements.The NationalWetland Inventory and Public Waters Inventory, and other resources will be used to identify potential wetlands withinthe project area. Wetland delineation will be provided by the consultant as needed. Project sequencing and designwill meet the Minnesota Clean Water Act and Section 404 of the US Clean Water Act. Coordination with variousFederal and State agencies will be part of this work. A standalone SWPPP will be prepared by the consultant.Retaining WallsThe condition of the existing retaining walls along the corridor will be evaluated by a structural engineer. Recommendations will be made by the consultant for improvements to the retaining walls.ENGINEERING SERVICESConsultant engineering services are necessary for this street project including preparation of the feasibility report,surveying, preliminary and final street design, utility design, SWPPP preparation, construction administration &inspection, and preparation of asbuilt drawings.Staff solicited a request for proposals (RFP) to three engineering companies: WSB & Associates, KimleyHorn &Associates, and SEH. Proposals were received from all of the consultants and are summarized below:Proposals FeeKimleyHorn & Associates $249,655.00WSB & Associates $285,947.00SEH, Inc.*$294,063.50*This proposal included an alternate for watermain evaluation and assessment at a cost of $43,840. The comparative fee without the alternate is $250,223.50. All of the proposals were received prior to the deadline and in the correct format, and were comparable from the perspective of understanding the project. The proposal received from KimleyHorn presents the lowest cost alternative from a firm the city has extensive experience working with. KimleyHorn was awarded and is currently completing the TH 101 project and completed the Galpin Boulevard reconstruction scoping study. KimleyHorn is also one of consulting engineering firms that routinely assists the city with providing construction observation for development projects. Their work in Chanhassen and other communities has been satisfactory. The consultant contract will be completed on a time and materials basis with a nottoexceed amount unless there is a significant change in scope. As with all engineering contracts, the consultant will provide periodic invoices that staff will review before processing. The consultant will be required to submit time sheet summaries verifying the hours worked on the project and expenses. Staff will review the invoices for accuracy and conformance to the contract. FUNDING Budget for the proposed work has been included in the 2019 CIP for the project to be constructed in 2020. The budget will need to be reviewed and updated based upon construction cost estimates after the feasibility report is completed. Funding for the project is proposed to come from Municipal State Aid funds, special assessments to properties directly benefiting from the project, and city utility funds. SCHEDULE A tentative schedule for the project is as follows: Task Date Award Consultant Contract January 2019 Neighborhood Project Open House May 2019 Accept Feasibility Report & Call Public Hearing July 2019 Public Hearing August 2019 Approve Plans & Specifications September 2019 Bid Opening December 2019 Neighborhood Meeting January 2020 Assessment Hearing & Award Construction Contract January 2020 Start Construction Spring 2020 Substantial Construction Complete August 2020 RECOMMENDATION Staff recommends a consultant contract be awarded to KimleyHorn and Associates in the amount of $249,655 and authorize preparation of a feasibility study. ATTACHMENTS: Proposal from KimleyHorn CIP Sheet Proposal for Engineering Services Minnewashta Parkway Rehabilitation City Project No. 20-02 Prepared for: City of Chanhassen November 2018 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651 645 4197 November 8, 2018 Mr. Paul Oehme, P.E. Director of Public Works/City Engineer City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 RE: Proposal for Professional Engineering Services Minnewashta Parkway Rehabilitation, City Project No. 20-02 Dear Mr. Oehme: Thank you for the opportunity to submit this Proposal for Professional Engineering Services for the Minnewashta Parkway Rehabilitation. We understand that you are proposing to hire a consultant for feasibility report preparation, surveying, preliminary and final design, and preparation of construction documents, construction administration and observation, and as-built drawings for this project. Kimley-Horn is well suited to provide these services to the City of Chanhassen. This Proposal has been prepared to specifically address the items requested in your October 26, 2018 Request for Proposals (RFP). We have not received any addenda to your original RFP. Our project understanding, scope of work, consultant team, estimated costs, and schedule are detailed in this Proposal. Thank you again for the opportunity to be considered for this project. Please contact us if you have any questions or you need any additional information. Sincerely, Kimley-Horn and Associates, Inc. Chadd Larson, P.E. Project Manager (651) 643-0409 Chadd.Larson@kimley-horn.com 1 PROJECT UNDERSTANDING We understand that the City of Chanhassen is seeking a consultant to provide engineering and surveying services for the rehabilitation of approximately 1.35 miles of Minnewashta Parkway, a Municipal State Aid Street. Minnewashta Parkway is located on the west side of Lake Minnewashta between Highway 5 and Highway 7. The improvements will include mill and overlay over the entire project limits from Highway 7 to Lakeridge Road. Other anticipated improvements include the following:  Curb and gutter replacement at select locations  Bituminous trail replacement  ADA ramps upgrades  Retaining wall replacement as necessary to accommodate trail and ADA modifications  Drain tile at several locations  Storm capacity and water quality evaluation Twelve-inch cast iron and ductile iron water main exists within the Minnewashta Parkway right-of-way. This water main has had several breaks and will need to be evaluated for improvement. We understand that the desire is to upgrade the water main using trenchless technologies, such as pipe bursting or lining. We will evaluate the condition of the water main pipe and complete an analysis to recommend a method of water main improvement to the City. For the purposes of this proposal, we have assumed that there will be no open cut water main replacement. Existing sanitary sewer within the project area consists of eight and 10-inch PVC pipe. The City will televise the sanitary sewer systems to determine its condition. Kimley-Horn will provide replacement recommendations for lateral sanitary sewer and other areas of sewer repair or replacement based on the results of the televising. Lining of the force main at Lift Station #7, located at the intersection of Kings Road and Minnewashta Parkway, will be included in the project due to several breaks over the years. It is understood that the scope of this project includes reviewing existing infrastructure and hydraulic models, as well as the three existing ponds next to Lake St. Joe, to provide a recommendation for solutions to existing drainage issues and future development capacity in the area of 6760 Minnewashta Parkway. Solutions will be coordinated with City staff and incorporated into bidding documents. Proposed storm sewer improvements will address current NPDES and Minnehaha Creek Watershed District (MCWD) requirements with areas identified for water quality treatment via infiltration or other methods as feasible. It is assumed that this project will not increase the impervious surface area beyond 10,000 square feet; therefore, based on the MCWD Stormwater Management Rule, it is assumed that no treatment will be required. For the 2 purposes of this proposal, we are proposing to provide recommendations for improvements to facilitate adjacent development and redevelopment and address capacity issues; however since this is a mill and overlay project, we have assumed a limited amount (up to 2,000 feet) of storm sewer construction or reconstruction will be included with this project. City and MCWD wetland protection plans, National Wetland Inventory, Public Waters Inventory and other resources will be used to identify potential wetlands within the project area and delineation of existing wetlands will occur as necessary. Project sequencing and design will be coordinated with and meet requirements of the Minnesota Clean Water Act and Section 404 of the Clean Water Act as necessary. A standalone SWPPP document will be prepared and included with the bidding documents. Kimley-Horn will obtain survey of the project area as necessary for both preliminary and final design needs. SCOPE OF WORK The following is a summary of the proposed scope of work to be completed for these improvements: 1. Design and Bidding Services a) Preparation of Feasibility Report We will prepare a feasibility report that meets MS 429 requirements and will accomplish the following objectives:  Identify roadway improvements.  Identify storm water improvements.  Identify water main improvements.  Identify sanitary sewer improvements based on televising reports.  Identify right-of-way/easement requirements for the project.  Identify estimated costs for the project and develop a financing plan.  Prepare a preliminary assessment roll based on City standard assessment practices.  Identify a proposed schedule for the construction of the improvements. b) Preparation of Preliminary and Final Plans We will prepare preliminary and final plans for the proposed roadway, storm sewer, sanitary sewer, and water main improvements for the project. We have made the following assumptions for the scope of work for each project area:  We have assumed mill and overlay of 1.35 miles of roadway in the project area. We have assumed the project was previously constructed to MnDOT State Aid standards. We have assumed 3 stacked plan view only sheets with no profile or cross sections necessary for the design and plan preparation.  Storm water improvements where feasible and at a minimum to meet Minnehaha Creek Watershed District requirements. We have assumed up to 2,000 feet of storm sewer construction.  Improvements and clean out of three existing small ponds adjacent to Lake St. Joe.  Evaluation of water main including services to the right-of-way. We have assumed the water main improvements will include trenchless construction methods for the rehabilitation of the entire water main within the project area. We have assumed no open cut water main replacement.  We have assumed lining of approximately 1050 feet of the existing sanitary sewer force main at Lift Station #7.  We will review sanitary sewer televising reports to determine the scope of additional sanitary sewer repair or replacement. c) Evaluate Existing Storm Sewer and Propose Surface Water Management Systems We will include the following scope of work as a part of the surface water management portion of the project.  Identify and address existing infrastructure and drainage issues.  Review existing City and Minnehaha Creek Watershed District hydraulic and hydrologic models for issues.  Prepare a memorandum of possible stormwater improvements.  Identify potential areas for water quality treatment.  Identify potential areas for abstraction through infiltration, capture and use or other methods.  Provide discussion on infeasibility if that is the findings.  Identify areas where impervious surface may be minimized.  Incorporate agreed upon solutions into contract documents. We will delineate wetlands as necessary and design the project to meet the sequencing requirements of MN WCA. We will coordinate with the U.S. Army Corps of Engineers and prepare and submit a joint notification application if necessary. We will also prepare a stormwater pollution prevention plan for the project. d) Identify Right-of-Way/Easements Required We will identify any additional right-of-way or easements that may be required for the project. We have assumed that right-of-way or easement document preparation will be an additional service. 4 e) Preparation of Assessment Rolls We will work with City staff to prepare a final assessment roll based on actual bid prices. f) Bidding Services We will prepare an advertisement for bids for the project, distribute plans and specifications, respond to bidder’s inquiries, issue addenda as needed, attend the bid opening, tabulate the bid results, and prepare a bid summary letter. 2. Surveying for Design Services A topographic survey will be completed of the project area to allow for the final design of the improvements. The survey will include all existing land features within the existing right-of-ways including public and private utilities and tree locations and sizes. Existing right-of-way will be established based on plat and section map information. In addition, the survey crews will make reasonable attempts to locate property corner pins to confirm the plat and section map information. The survey will be completed by a Kimley-Horn subconsultant, Pioneer Engineering. Since the roadway improvements are limited to a mill and overlay, we recommend the City consider using GIS information as a basis for the design and supplement with a limited amount of field survey as necessary. We successfully delivered the Kerber Boulevard project for the City in 2015 which was a MnDOT State Aid roadway with a similar scope of work using GIS based mapping. 3. Meetings We have assumed that we will prepare presentation materials for and attend the following meetings for the project:  Two (2) City Council Meeting  Two (2) Neighborhood Informational Meetings  Staff Meetings as Necessary – Assumed Three (3)  Individual Property Owner Meetings as Needed – Assumed Three (3)  Weekly Construction Meetings – Assumed Sixteen (16) 4. Surveying for Construction Services We will provide construction staking for the improvements. The scope of work identified in the final design phase was used to develop our fees for construction staking. Since the project includes mill and overlay and spot curb replacement, we have assumed a limited amount of construction staking will be necessary for the project. Construction staking will be completed by a Kimley-Horn subconsultant, Pioneer Engineering. 5 5. Construction Observation and Administration We will provide construction observation and administration for the improvements. Per the RFP, we have assumed 40 hours/week of construction observation for an assumed 16-week construction schedule. Due to the scope of work, full-time inspection for the entire construction duration may not be necessary. Construction administration will include facilitation of a preconstruction meeting, preparation of contractor payments, and final project closeout. 6. As-Built Preparation Upon completion of the improvements, we will provide surveying to obtain as-built information. We will provide paper and electronic as-builts and tie cards meeting City standards/requirements. We have assumed that the City will provide the following information for the project: 1. GIS Information. 2. As-built drawings. 3. Sanitary sewer televising reports. PROJECT TEAM We have assembled a team of key Kimley-Horn staff members to meet the various needs of this project. All of these key staff members are available and committed to complete the tasks included within the scope of work. Our proposed project team is as follows: Chadd Larson, PE Project Manager Chadd Larson will serve as the Project Manager and will oversee all design and construction phase services associated with the project. He has served as the Project Manager for numerous mill and overlay and street reconstruction projects, including past projects for Chanhassen. Matthew Huggins Project Engineer Matt Huggins will serve as the Project Engineer and will be responsible for design coordination on the project. He has had similar responsibilities on several mill and overlay and street reconstruction projects. 6 Erin McPhee Anderson Engineering Analyst Erin McPhee Anderson will serve as the Engineering Analyst and will be responsible for design and plan preparation on the project. She has had similar responsibilities on previous street reconstruction projects. Bob Gilman Designer Bob Gilman will serve as the Designer and will be responsible for design and plan preparation on the project. He has had similar responsibilities on past projects for Chanhassen. ESTIMATED COSTS Kimley-Horn proposes to perform all services for the project on an hourly (cost plus) basis. The following is a summary of our estimated costs for the individual work tasks identified in the Scope of Work. Work Task Estimated Fee 1. Design and Bidding Services $ 105,120 2. Surveying for Design Services $ 24,500 3. Meetings $ 13,105 4. Surveying for Construction $ 10,500 5. Construction Administration and Observation $ 80,840 6. As-Built Preparation $ 3,440 Subtotal $ 237,505 Reimbursable Expenses $ 12,150 Total Estimated Project Cost $ 249,655 Our total estimated cost for the Scope of Work included as a part of this Proposal is, therefore, $249,665 including all labor and reimbursable expenses. A more detailed summary of our estimated costs is attached. SCHEDULE Based on information from the RFP, we have assumed the following project schedule: Award Consultant Contract Neighborhood Project Open House Accept Feasibility Report/Call Public Hearing Public Hearing Approve Plans & Specifications Bid Opening Neighborhood Meeting November 26, 2018 May 2019 July 2019 August 2019 September 2019 December 2019 January 2020 7 Assessment Hearing/Award Contract Start Construction Substantial Construction Complete January 2020 Spring 2020 August 2020 EXCEPTIONS AND DEVIATIONS We do not anticipate any exceptions or deviations to the Scope of Work described in your RFP. PROJECT LOCATION PROJECT LOCATION MAP MINNEWASHTA PARKWAY REHABILITATION CITY OF CHANHASSEN CITY PROJECT 20-02 DETAILED ESTIMATED COST SUMMARY MINNEWASHTA PARKWAY REHABILITATION - CITY PROJECT 20-02 CHANHASSEN, MN PREPARED BY: KIMLEY-HORN AND ASSOCIATES, INC. TITLE PROJECT PROJECT DESIGN CADD CONSTRUCTION SUB- TOTAL TOTAL MANAGER ENGINEER ENGINEER TECHNICIAN INSPECTOR CONSULTANT COST HOURS 1. DESIGN AND BIDDING SERVICES a) Preparation of Feasibility Report 8 24 60 20 $15,160 112 b) Preliminary and Final Plans 20 80 180 200 $63,500 480 c) Stormwater Design (SWPPP, Permitting and Wetland Delineation)12 40 80 24 $21,360 156 d) Right of Way/Easement Identification 2 2 $560 4 e) Preparation of Assessment Rolls 2 6 4 $1,560 12 f) Bidding Services 2 4 12 4 $2,980 22 TOTAL 42 152 338 254 0 $105,120 786 2. SURVEYING FOR DESIGN SERVICES a) Design Surveying $24,500 245 TOTAL $24,500 245 3. MEETINGS a) City Council Meeting (2)8 4 $1,940 12 b) Neighborhood Information Meetings (2)8 8 6 $3,430 22 c) Staff Meetings As Necessary (3)6 6 9 $3,135 21 d) Individual Property Owner Meetings As Needed (3)6 $1,080 6 e) Weekly Construction Meetings (16)32 $3,520 32 TOTAL 28 14 4 15 32 0 $13,105 93 4. SURVEYING FOR CONSTRUCTION SERVICES a) Construction Staking $10,500 105 TOTAL $10,500 105 5. CONSTRUCTION ADMINISTRATION AND OBSERVATION a) Construction Administration 4 24 48 $10,440 76 b) Construction Observation (Assume 40 hrs/wk for 16 weeks)640 $70,400 640 TOTAL 4 24 48 0 640 0 $80,840 716 6. PREPARATION OF AS-BUILT DRAWINGS a) Prepare As-Built Drawings 4 12 12 $3,440 28 TOTAL 4 12 $0 $3,440 28 PROJECT SUBTOTALS 70 170 342 281 32 $35,000 $202,505 1973 REIMBURSABLE EXPENSES $12,150 PROJECT TOTALS $249,655 1973 CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Ordinance 638: Paisley Park PUD Amendment Section NEW BUSINESS Item No: H.1. Prepared By Kate Aanenson, AICP, Community Development Director File No: Planning Case File No. 201819 PROPOSED MOTION “The City Council approves the PUD amendment allowing liquor sales in conjunction with a Temporary Event Permit.” Approval requires a Majority Vote of the entire council. SUMMARY The applicant, PPark Management for the Paisley Park Museum located at 7801 Audubon Road, is requesting an amendment to the Planned Unit Development (PUD) ordinance governing the use of the property to permit liquor as a part of a Temporary Event Permit. BACKGROUND Paisley Park’s Planned Unit Development (PUD) ordinance allows for the hosting of private events.The proposed events would occur outside of normal business hours, thus requiring a permit. Additionally, Paisley Park is interested in serving cocktails during these events. Since the PUD Ordinance specifically prevents liquor sales and consumption, PPark Management is applying for a PUD amendment to allow for an exception from the alcohol prohibition under the Temporary Event Permit. PPark Management is now requesting, in conjunction with the issuance of a Temporary Events Permit, the ability to sell liquor.In order for liquor to be served at any event, it must be catered by a restaurant that holds an onsale intoxicating liquor license and a caterer’s permit. Per statute, liquor service and sales shall be incidental to the food service.The caterer must notify public safety of the event dates and times prior the event.The city has a special event permit that is a mechanism for notification of the event.City Code permits 15 days of temporary events per year. Temporary Event Permits require an application to be submitted describing the nature of the event including dates, site layout, and the number of people. Staff reviews the application and determines any potential negative impacts on neighboring properties. DISCUSSION A public hearing on the PUD amendment was held before the Planning Commission on a December 4, 2018. There CITY COUNCIL STAFF REPORTMonday, January 14, 2019SubjectOrdinance 638: Paisley Park PUD AmendmentSectionNEW BUSINESS Item No: H.1.Prepared By Kate Aanenson, AICP, CommunityDevelopment Director File No: Planning Case File No. 201819PROPOSED MOTION“The City Council approves the PUD amendment allowing liquor sales in conjunction with a Temporary EventPermit.”Approval requires a Majority Vote of the entire council.SUMMARYThe applicant, PPark Management for the Paisley Park Museum located at 7801 Audubon Road, is requesting anamendment to the Planned Unit Development (PUD) ordinance governing the use of the property to permit liquor as apart of a Temporary Event Permit.BACKGROUNDPaisley Park’s Planned Unit Development (PUD) ordinance allows for the hosting of private events.The proposedevents would occur outside of normal business hours, thus requiring a permit. Additionally, Paisley Park is interested inserving cocktails during these events. Since the PUD Ordinance specifically prevents liquor sales and consumption,PPark Management is applying for a PUD amendment to allow for an exception from the alcohol prohibition under theTemporary Event Permit.PPark Management is now requesting, in conjunction with the issuance of a Temporary Events Permit, the ability tosell liquor.In order for liquor to be served at any event, it must be catered by a restaurant that holds an onsaleintoxicating liquor license and a caterer’s permit. Per statute, liquor service and sales shall be incidental to the foodservice.The caterer must notify public safety of the event dates and times prior the event.The city has a special eventpermit that is a mechanism for notification of the event.City Code permits 15 days of temporary events per year.Temporary Event Permits require an application to be submitted describing the nature of the event including dates, sitelayout, and the number of people. Staff reviews the application and determines any potential negative impacts onneighboring properties.DISCUSSION A public hearing on the PUD amendment was held before the Planning Commission on a December 4, 2018. There was no one in the Council Chambers to speak on the issue except the applicant. The Planning Commission recommended approval of the amendment. Minutes from this Planning Commission meeting are attached. RECOMMENDATION “The City Council approves the PUD amendment allowing liquor sales in conjunction with a Temporary Event Permit.” ATTACHMENTS: Planning Commission Staff Report dated December 4, 2018 Planning Commission Verbatim Minutes dated December 4, 2018 Ordinance Affidavit of Mailing Development Review Application Temporary Event Permit Application Guide to Special Events PLANNING COMMISSION STAFF REPORT Tuesday, December 4, 2018 Subject PUD Amendment to Allow Liquor Sales, in Conjunction with a Temporary Event Permit, at Paisley Park Museum Section PUBLIC HEARINGS Item No: C.2. Prepared By Kate Aanenson, Community Development Director File No: PC 201819 PROPOSED MOTION: The Chanhassen Planning Commission recommends that City Council approve an Ordinance amending the PUD to allow liquor sales in conjunction with a Temporary Event Permit.” SUMMARY OF REQUEST The applicant, PPark Management, for the Paisley Park Museum located at 7801 Audubon Road, is requesting an amendment to the Planned Unit Development (PUD) ordinance governing the use of the property to permit liquor as a part of Temporary Event Permit. BACKGROUND Paisley Park’s Planned Unit Development (PUD) ordinance allows for the hosting of private events. The proposed events would occur outside of normal business hours, thus requiring a permit. Additionally, Paisley Park is interested in serving cocktails during these events. Since the PUD Ordinance specifically prevents liquor sales and consumption, PPark Management is applying for a PUD amendment to allow for an exception from the alcohol prohibition under the Temporary Event Permit. ANALYSIS On October 24, 2016, the City Council approved the rezoning of the Paisley Park property to permit a museum. The rezoning was a PUD that specified uses for the site. One of the prohibited uses was liquor sales and consumption. The operator of the museum requested approval to serve liquor for the week of the Super Bowl. There were no issues with the Super Bowl event. The management is now requesting, in conjunction with the issuance of a Temporary Events Permit, the ability to sell liquor. In order for liquor to be served at any event, it must be catered by a restaurant that holds an onsale intoxicating liquor license and a caterer’s permit. Per statute, liquor service and sales shall be incidental to the food service. The caterer must notify public safety of the event dates and times prior the event. The city has a special event permit that is a mechanism for notification of the event. City Code permits 15 days of temporary events per year. PLANNING COMMISSION STAFFREPORTTuesday, December 4, 2018SubjectPUD Amendment to Allow Liquor Sales, in Conjunction with a Temporary Event Permit, atPaisley Park MuseumSectionPUBLIC HEARINGS Item No: C.2.Prepared By Kate Aanenson, CommunityDevelopment Director File No: PC 201819PROPOSED MOTION:The Chanhassen Planning Commission recommends that City Council approve an Ordinance amending the PUD toallow liquor sales in conjunction with a Temporary Event Permit.” SUMMARY OF REQUESTThe applicant, PPark Management, for the Paisley Park Museum located at 7801 Audubon Road, is requesting anamendment to the Planned Unit Development (PUD) ordinance governing the use of the property to permit liquor as apart of Temporary Event Permit.BACKGROUNDPaisley Park’s Planned Unit Development (PUD) ordinance allows for the hosting of private events. The proposedevents would occur outside of normal business hours, thus requiring a permit. Additionally, Paisley Park is interested inserving cocktails during these events. Since the PUD Ordinance specifically prevents liquor sales and consumption,PPark Management is applying for a PUD amendment to allow for an exception from the alcohol prohibition under theTemporary Event Permit.ANALYSISOn October 24, 2016, the City Council approved the rezoning of the Paisley Park property to permit a museum. Therezoning was a PUD that specified uses for the site. One of the prohibited uses was liquor sales and consumption. Theoperator of the museum requested approval to serve liquor for the week of the Super Bowl. There were no issues withthe Super Bowl event.The management is now requesting, in conjunction with the issuance of a Temporary Events Permit, the ability to sellliquor. In order for liquor to be served at any event, it must be catered by a restaurant that holds an onsale intoxicatingliquor license and a caterer’s permit. Per statute, liquor service and sales shall be incidental to the food service. The caterer must notify public safety of the event dates and times prior the event. The city has a special event permit that is a mechanism for notification of the event. City Code permits 15 days of temporary events per year. Temporary Event Permits require an application to be submitted describing the nature of the event including dates, site layout, and the number of people. Staff reviews the application and determines any potential negative impacts on neighboring properties. On June 12, 2017, staff provided the City Council an update of the approved PUD conditions and Site Improvement Performance Agreement for Paisley Park as well as a report on how the museum operations are working. The conclusion of that report was that the operation of the museum continues to evolve as the owner refines their business model. There is a minimal number of Calls for Service (CFS) for this location and has a negligible impact on our overall public safety mission in the city. There have been no major problems at Paisley Park Museum and operations do not have a negative impact on law enforcement services. The updated traffic study demonstrated an acceptable level of service. Special events require traffic and parking management plans. They have revised their traffic circulation and access and have also made accommodations for Uber and Lyft. RECOMMENDATION Staff is recommending approval of an amendment to the PUD to permit alcohol to be served in conjunction with a Temporary Event Permit. ATTACHMENTS: PUD Ordinance Ordinance Amending PUD for Paisley Park Development Review Application Special Event Permit Affidavit of Mailing CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES,MINNESOTA ORDINANCE NO. 616 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE,THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code,the City's zoning ordinance,is amended by rezoning the following described property("Subject Property")to PUD,Planned Unit Development: Lot 11, Block 1, Chanhassen Lakes Business Park, Carver County, MN Section 2. Paisley Park Planned Unit Development a. Intent The purpose of this rezoning is to create a PUD zoning district for Paisley Park. The uses, development standards and regulations of the IOP, Industrial Office Park District shall apply subject to the following modifications: b. Permitted Uses. Only the following uses are permitted: 1. Museum. 2. Recording studio. 3. Retail sales of products stored or manufactured on the site provided no more than twenty percent(20%) of the floor space is used for retail sales. These sales may include food, beverages and memorabilia. 4. Twelve(12) indoor concerts per calendar year. A concert-specific seating plan must be filed with the City at least ten(10) days in advance of each concert. 5. Private events. An event-specific seating plan must be filed with the City at least ten 10)days in advance of each event. 6. Office. 7. Multiple buildings on a lot. c.Conditional Uses. The following conditional use is permitted: 1. Hotel. d. Prohibited Uses. The following uses are prohibited: 1. All conditional and permitted uses not listed as permitted or conditional uses. 1 189087v3 2. Outdoor events. 3. Liquor sales and consumption. e.Materials and Design Fence: Fences shall comply with City Code requirements including the Buffer Yard requirements, except that fences may be opaque to provide security screening. f.Development Plans and Regulations. The PUD must be maintained in accordance with the following development plans which are on file with the City and which are incorporated herein by reference: 1. Site Plan—SRF Consulting Group, Inc. Parking Study dated September 15, 2016, Figure 5, Option 1, with a north access right-in for buses only and right-out only for buses, and passenger vehicles. 2. The tent identified on the Site Plan may only be used for the sale of food,beverages and memorabilia. 3. A hotel may only be in the round building on the Site Plan and may not exceed 35 guest rooms. 4. Site Improvement Performance Agreement approved by the Chanhassen City Council on October 24, 2016. 5. Landscaping along the east side of Audubon Road is required and shall include roses, junipers and barberry. g. Parking 1. Parking lots and parking spaces shall comply with city code requirements. 2. If guests only arrive to the site by a shuttle bus the tour size shall be limited by the maximum occupancy under the Fire Code. 3. Audubon Road must be striped to include a left turn lane into the southernaccess. 4. All required permits, including from the Riley-Purgatory-Bluff Creek Watershed District, must be obtained prior to installing the pavement. 5. The north access shall be limited to a right-in for buses only and right-out of the site for buses and passenger vehicles. 2 I89087v3 6. The traffic signal at Highway 5 and Audubon Road must be optimized based on the SRF study. 7. The number of guests allowed on the site shall be limited so that either(a)there are a sufficient number of on-site parking spaces to accommodate guests who arrive by a personal vehicle, or(b) guests arrive and depart by bus. 8. Until all parking requirements have been constructed, all access to the site shall be by bus with the exception of employees, contractors and 40 guest cars per hour maximum. 9. If the on-site parking is inadequate,the maximum allowable tour size shall be reduced to a level where the on-site parking is sufficient, or the PUD and the site plan must be amended to provide more parking or guests shall be bused to and from the site. Any changes to the site plan are subject to review and approval by the City and other agencies with regulatory authority over the site. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations,references,and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 24th day of October, 2016,by the City Council of the City of anhassen, Minnesota. 4‘44r --- To d Gerhardt, City Manager Denny Lau nburger, Mayor Published in the Chanhassen Villager on November 3, 2016) 3 I89087v3 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 630 AN ORDINANCE AMENDING THE PAISLEY PARK PLANNED UNIT DEVELOPMENT THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Ordinance 616, Section 2D, Paisley Park Planned Unit Development, is amended to provide as follows: D. Prohibited Uses. The following uses are prohibited: 1. All uses not listed as permitted uses. 2. Outdoor events. Liquor sales and consumption except from January 29, 2018 through February 5, 2018 from 7:00 PM until 1:00 AM during which period liquor sales and consumption are permitted for private parties with a maximum of 1,000 people. Section 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 8a` day of January, 2018, by the City Council of the City of Chanhassen, Minnesota. Todd Gerhardt, City Manager 195458vl yvY Denny Lau nburger, Mayor If Publish in the Chanhassen Villager -on January 18, 2018) CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 630 AN ORDINANCE AMENDING THE PAISLEY PARR PLANNED UNIT DEVELOPMENT THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Ordinance 616, Section 2D, Paisley Park Planned Unit Development, is amended to provide as follows: D. Prohibited Uses. The following uses are prohibited: 1. AD uses not Iisted as permitted uses. 2. Outdoor events. 3. Liquor sales and consumption except from January 29, 2018 through February 5, 2018 from 7:00 PM until 1:00 AM during which period liquor sales and consumption are permitted for private parties with a maximum of 1,000 people. Section 2. This ordinance shall be effective immediately. upon its passage and publication. PASSED AND ADOPTED this 8th day of January, 2018, by the City Council of the City of Chanhassen, Minnesota. Todd Gerhardt, City Manager Denny Laufenburger, Mayor Published in the Chanhassen Villager on Thursday, January 18.2018: No 4548) Affidavit of Publication Southwest Newspapers State of Minnesota) SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. B) The printed public notice that is attached to this Affidavit and identified as No.qs-14 was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijklmnopgrstuvwxyzz 0444&Q Laurie A. Hartmann Subscribed and sworn before me on this day of 2018 Public VVJYMM JEANNETTE BARK NOTARY PUBLIC - MINNESOTA MY COMMISSION EXPIRES 01131123 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... $12.97 per column inch aol g^ t9 FA CO iIUiIIW DEVELOPiiEiIT DEPARTMENT Planning Divi8ion - 7700 Market Boulovard Mailing Address - P.O. Box 147, Chanha$an, MN 55317 Phone: (952) 227{ 300 / Fax: (9521227-1110 .,*,*,*,".1t iJ liY eco"t",il/r lt? cc o*", llrq lrq *crTrorcHAtrrrAssrr APPLICATION FOR DEVELOPMENT REVIEW 60-Day Review Oate: (tutet to the dpptwiste Application chec!4id lor tquid st bmittat info/.',f/.|,@ that n,u& awnDny this appllcetioa) E $rmprehensive Plan Amendment......................... $600E Minor MUSA line for failing on-sit€ sowers ..... gt 00 E Conditional UEe Permit (CUP) E Sing[+Family Residence...................,....,..,..., $325E Atotlers........ ..,............... $42s E lnterim Us6 PBrmit (lUP) E ln conjunction with Single-Family Residence.. $32SU All Others........ ........ ......... $425 E Rezoning (REZ) - E PEnned Unit D€velopment (pUD) ...............,.. $750 _\EJ Minor Amendmont to exEting PUD................. SiOO$ rut Oners......................................................... t5OO E Sign Plan Review................................................... $1SO E Site Plan Review (SPR) E Commerciat/tndustriat Distric1s....................... $500 Plus S10 per 1,000 squarc feet of building area:( thousand squara foet).lnclude numbor o, errciira omploye€si _ fl Residential Disrids-............. . ................... 3SOO Plus $5 per dwelling unit ( units) Prop€rty Owners' Ligt within 500' (City to generato ater pre-apptks on ,n€otjng) ............1. ..... $3 per address Escrow ror. Recording Documenrs (check ar rhar appry).... ttl::::::*:l .....gso per documentLl conditional us€ Permit EJ rnrarim use p€rmit fJ s[e ptan Agr€;mentn vacation E v"ri"n* - - - "' E wltr"nJ nriEr"ion p"-itE Metas & Eounds Subdivision (3 doca.) E easer"ns f ees€ments) - ;;- *'*' TOTAL FEE: tr Subdivision (SUB)rl Create s lots or less .......,................................$30{) D Creete over 3 |ots.......................$600 + S15 per lot( lols)U Metss & Bound8 (2 tots)........................,......... $300E Consc,tidaiB Lots..,........................................... $1SOE Lot Line Ad,usfnonr......................................... $lSOE Final Prat......... .................. $7OO (lncludes $450 esdow for attomey coBts)* 'Addllboll rlclo$ may b€ .€qulr€d br ottEr spptkxions throlgh nra dovd@meflt contEcl. Vacetion of Easemcnts/Right-of-way (VAC)........ E3OO (Addilio.ral rccodlng h6 riay apply) Variance (VAR)..... ................. $2OO Wetand Alteration Permit (WAP) fl SinglsFamily Resiaente............................... $1 SOE Allourers........ ................ $275 Zoning Appeal....... ................ S1OO Zoning Ordinance Amendment (ZOA)................. $SOO !!(IIE: Whcn multlph rppllc.tort .ro prcc.Ird co,rcurcnity,tIo rpprop.i.L foc rhtll br Ghrrgod for.!ch tpplh.$olt. tr tr tr tr tr E tr Description of Proposal: 7801 Audubon Rd. Chanhassen, MN 55417Property Address or Location: parcet#: 251900'110 Total Acr6age: Legal Description:Museum/Fecording Facility Present Zoning: Selacl One Presenl Land Use Designatio6; Selecl One Requested Land Use D6ignation:Salect One Wstlands Present?E ves E tto Requested Zoning:Select One Existing Use of Property; Museum ECtrec* box if separats narrative is attached. 'sonal ;on, APPLICANT OTHER THAN PROPERTY OWIIER: ln signing this application, l, as applicant, represent to have obtained authoriaation from the property owner to file this application. I agree to be bound by conditions oi approval, sub,iect only to the right to object at the hearings on the application or during thl appeal period. lf ihis application has not been signedby the property owner, I have attached separate documentation of full ligal capacity to file ihe application. This appliiation should be processed in my name and I am the party whom the City should contid regarding'any ma6er pertaining to thisapplication. I will keep myself informed of Ure deadlines for submiision of material ani the irogiess of this apflidtion. Ifurther understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior toany authorizalion to proceed with the study. I certify that the information and exhibits submitted are true and coneci. Tlm Fitch Address:7801 Audubon Hoad Contacl: Phone:952-495-6757 City/StateEip: Email: Chanhassen, MN 55317 Cell: Fax: 612-425-5632 authorize the filing of this application. I understand that conditions of approval are [inding and agree to be bound by thoseconditions, subject only to the right to object at the hearings or during itre appeat periodsl I wilt klep myself informeo ofthe deadlines for submission of material and the progress of this app-iication. I further understand that;dditional fees maybe charged for consulting-fees, feasibility studies, etC. witr an estimate prior to any authorization to proceed with the :t!ldJ.".!.qe!:tJff lhat the information and exhibits submitted are true and conect. Signature:Date:10/23/18 PROPERTY OWNER: ln this application, l, as property owner, have full legal capacity to, and hereby do, Contac{: By: Angela W Aycock phone: 248-236-0954 City/State/Zip' 411 W. Lafayefte, 2nd Floor Detroit, Ml48226 Cell: Address: I*,ff,,i=P..9:ft-tlpt*din full.andmust-be accompanied by allinturmation and ptans required byapplicable City Ordinance provisions. Before fling this applicition, refir to the appropriate Apptication Checktistand confer with the Planning Department to delermine the specific ordinance and'applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittat.wrifren notice of application deficiencies shall be mailed to the applicant within 1S business days of application. PROJECT ENGINEER (if appticabte) Name:Contact; Address:Phone: Cell:City/State/Zip: Email: Who ehould rccetvs copies of $aff reports? Property Owner Applicant Engineer Olher* rfiher Contact lnformation: Name:EEnn Via: El Emait E frlaileO paper Copy Ma: ElEmait D manea paperCopy Ma: f]Emait f]uaireo pabercobi Via: fl Email fl naaiteo paper Coiy Address: CitylStateZip: Email: lNsTRUcTloNs ro AEIISANT: Complete all necessary form fields, then setect to save a copy io yourdevice. and. deliver to city along with required documents and payment to send a digitat copy tothe cityforprocessing. f:::=--t t--l- lsAvEFoRil I IPR|NTFOBU I lSUBmrrOnmit---"'-'---"1 Email: Signature:Date: 1013012018 We are requesting an amendment to the PUD for the ability for licensed caterers/suppliers to be able to serve alcohol for specia! events when requested. Temporary Outdoor Event/Seasonal Sales Permit Permit Type Permit Days Used Permit Days Remaining Special Event The City of Chanhassen authorizes Organization Name to conduct Event Name at Event Location on Date(s) from Start Time to End Time (hours of operation). This approval is subject to the following conditions: 1. Condition(s) Note The City may inspect the property on which the sale or event is being held before the start of the event and/or during the sale or event to verify compliance with the City Code or the above conditions. The City Manager or their designee may, upon written notice, suspend or revoke this permit if the provisions of the City Code or the conditions of the permit are violated. This permit may also be summarily revoked by the City’s chief law enforcement officer or fire chief when by reason of an emergency; they determine that the safety of the public or property requires such revocation. Approved by: (Printed Name) CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COLINTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on November 21,2018, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing to consider an amendment to a PUD permitting licensed caterers/suppliers the ability to serve alcohol as part of special events on the property located at 7801 Audubon Road, Planning Case File No.2018-19 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this.r-,6ldayof l' t u;rn5' -,2018.JEAN M. STECKLING Notary Public-Minnesota Comrnl.ebn Expirco Jln 01, e018 Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are errorfree, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (20001, and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are errorfree, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. (TAX_NAMED (TAX_ADD_L1D (TAX_ADD_L2D, (TAX_ADD_L3) <Next Record>cTAX_NAMED cTAX_ADD_LIr (TAX_ADD_L2I, <TAX_ADD_L3I I'l t @ :1 v .l -&'\ I Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time:Tuesday, December 4,2018 at 7:00 p.m. This hearing may not start until later in the eveninq, dependinq on the order of the aqenda. Location:City Hall CouncilChambers, 7700 Market Boulevard Proposal: To consider an amendment to a PUD permitting licensed caterers/suppliers the ability to serve alcohol as part of specialevents. ApplicanUOwner:Tim Fitch / Anqela W. Avcock Property Location: 7801 Audubon Road A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps:1. Staff will give an overview of the proposed project.2. The applicant will present plans on the project. 3. Comments are received from the public.4. Public hearing is closed and the Commission discusses the proiect. Questions & Comments: lf you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2018-19. lf you wish to talk to someone about this project, please contact MacKenzie Walters by email at kaanenson@ci.chanhassen.mn.us or by phone at952-227-1 139. lf you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project website listed above the Thursday prior to the Planninq Commission meetinq. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www. ci. chanhassen. m n. us/notifyme to sig n u p ! utly xevrew Procedure: . Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and lnterim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all properly within at least 500 feet of the subject site to be notified of the appli€tion in writing. Any interested party is invited to attend the meeting.. Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial.. Minnesota State Statute 519.99 requires all applications to be proessed within 60 days unless the appli€nt waives this standard. Some applications due to their @mplexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting.. A neighborhood spokesperson/representative is en@uraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Statf is also available to review the prcject with any interested person(s).. Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application wlll be included in the repo( to the City Council. lf you wish to have something to be included in the report, please mntact the Planning staff person named on the notification. Date & Time:Tuesday, December 4,2018 at 7:00 p.m. This hearing may not. start until later in the eveninq, dependinq on the order of the aqenda. Location:City Hall CouncilChambers, 7700 Market Boulevard Proposal: To consider an amendment to a PUD permitting licensed caterers/suppliers the ability to serve alcohol as part of specialevents. ApplicanUOwner:Tim Fitch / Anqela W. Avcock Property Location: 7801 Audubon Road A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps:1. Staff will give an overview of the proposed project.2. The applicant will present plans on the project. 3. Comments are received from the public.4. Public hearing is closed and the Commission discusses the proiect. Questions & Comments: lf you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2018-19. lf you wish to talk to someone about this project, please contact MacKenzie Walters by email at kaanenson@ci.chanhassen.mn.us or by phone at952-227-1139. lf you choose to submit written comments, it is helpfulto have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project website listed above the Thursday prior to the Planninq Commission meetinq. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen. mn. us/notifyme to sign up! utly Keyew tsroceoure: . Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and lnterim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within at least 500 feet of the subject site to be notified of the appli€tion in writing. Any interested party is invited to attend the meeting.. Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbai overuiew of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a re@mmendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's re@mmendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial.. Minnesota State Statute 51 9.99 requires all applications to be proessed within 60 days unless the applicant waives this standard. Some applications due to their @mplexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting.. A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the prcject with any interested person(s).. Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. lf you wish to have something to be PIN TAX_NAME 250101OOO SOUTHWEST TRANSIT 254480010 JAIN PROPERTIES II LLC 251900110 PAISLEY PARK FACILITY LLC 25]51OO2O KERBER HOLDINGS LLC 25O11O3OO STATE OF MINNESOTA - DOT 251920010 MUSTANG LLC TAX_ADD_11 13500 TECHNOTOGY DR 1621 MCGLYNN RD 230 PARK AVE STE 634 3697 LERIVE WAY TAX-ADD-12 TAX_ADD-13 SHAPE EDEN PRAIRIE MN 55344-2283 1620ARBORETUM BLVD CHANHASSEN MN 55317 1621 MCGLYNN RD NEW YORK NY 10169 7801 AUDUBON RD CHASKA MN 55318 1430 PARK CT 395 JOHN IRELAND BLVD MAILSTOP ST PAUL MN 55155-1899 1450 ARBORETUM BTVD 7860 PARK DR CHANHASSEN MN 55317-9294 7850 PARK DR 25L92OO2O SUMMIT EQUITY PARTNERS LLC 7870 PARK DR CHANHASSEN MN 55317 254480020 LOVE 4 ONE ANOTHER CHARITIES 8014 OLSON MEMORIAL HIGHWAY 55 GOLDEN VALLEY MN 55427 257510030 GALLER PROPERTIES tLC 9376KIOWATRL CHANHASSEN MN 55317-861,5 1,450 PARKCT 254520010 MCGLYNN BAKERIESINCf,366 POBOX1113 MINNEAPOTIS MN 55440-1113 8OOOAUDUBON RD 257510010 TWO S PROPERTIES INC PO BOX 25025 GLENDALE CA 91201.5025 78OO PARK DR CHANHASSEN PLANNING COMMISSION REGULAR MEETING DECEMBER 4, 2018 Chairman Aller called the meeting to order at 7:05 p.m. MEMBERS PRESENT: Andrew Aller, Mark Undestad, Steve Weick, Nancy Madsen, John Tietz, Mark Randall, and Michael McGonagill STAFF PRESENT: Kate Aanenson, Community Development Director; and MacKenzie Walters, Planner PUBLIC PRESENT: Rick Morris 3790 Lone Cedar Lane Karen White, Paisley Park 7801 Audubon Road Tim Fitch, Paisley Park 7801 Audubon Road PUBLIC HEARING: CONSIDER VARIANCE TO BUILD AN ACCESSORY BUILDING (GARAGE) AT 3790 LONE CEDAR LANE. Walters: Alright the first item is Planning Case 2018-20. A variance for 3790 Lone Cedar Lane. If appealed this would go before the City Council on January 14th and the variance is for a 13 foot front yard setback and a 4 foot shoreland setback variance for the construction of a 1,000 square foot detached garage. So the location in question is actually the vacant lot next to the property address as 3790 Lone Cedar Lane. The property is zoned residential single family. It would typically be required to have a 30 foot front yard setback, 10 foot side yard setback, 75 foot shoreland setback and there is a wetland along the north which is required to have a 40 foot wetland buffer and then a 20 foot wetland buffer setback for accessory structures. Residential single family has a maximum for 1,000 square feet for accessory structures and is limited to a maximum of 25 percent lot cover. So the current site, the applicant owns the parcel at 3790 Lone Cedar. That has an existing single family home and then has also acquired the vacant parcel to the east. The vacant parcel is about 15,000 square feet. The parcel that has a primary structure has about 17 ½ percent lot cover. It does have a non-conforming 75.5 foot wetland buffer setback but it meets all other standards for the district. Regarding the two parcels there is currently a drainage and utility easement separating them. It’s 10 feet on each side. The applicant intends to have the City vacate that easement and I believe it is currently out for review with the Department of Natural Resources and other agencies but the vacation request is in progress and would be a condition for granting the variance. That that be vacated. And as I mentioned there is a large wetland to the north which is of the preserve class so that is the second highest quality wetland present in our city. So the applicant is proposing to combine Lot 1. So Lot 1 and Lot 2 into one parcel. Vacate the drainage and utility easement and then construct a 1,000 square foot accessory structure on what had previously been the vacant parcel. In order to Chanhassen Planning Commission – December 4, 2018 2 do this they would need a 13 foot front yard setback variance and then the very corner of this structure would be within the 75 foot shoreland setback so that would necessitate the 4 foot shoreland setback variance. The main, one of the main arguments in favor of granting this variance is that as a lot of record Lot 1 could potentially be used for a single family home. That’s what it’s zoned for and that is generally what would be considered reasonable use for the parcel. By combining the two parcels the potential for a new home to be built on that lot is essentially removed forever going forward and the accessory structure represents a much less intense level of use for the parcel than a single family home would. The applicant has talked with staff, the Water Resources Coordinator and other agencies and has made every effort to locate the accessory structure as far from the wetland and lake as possible and that is why they are requesting the front yard setback variance to move it outside of the buffer setback and try to protect that aquatic resource. It would also minimize the amount of impervious surface needed to access the garage. So staff, looking over the proposal as I mentioned, agrees that combining the lots and constructing the accessory structure represents the lowest intensity of development that could reasonably be expected for the vacant parcel. And to combine the parcels would mean that a single family home would not be built on that which would have a much larger impact on the wetland and the lake. Looking at the vacant parcel staff calculated the buildable area essentially that’s clear of the setbacks and as you can see due to the triangular configuration it’s a non-usable space. Some variance would be necessary to grant use of it. Because the applicant has proposed the forward location to help protect the lake and because the parcel’s location at the end of a private road with no adjacent residential uses, no residential use across the street that would have a view of it, staff believes the proposed front yard setback would have minimal impact on the surrounding neighborhood and that many of the concerns that typically make us reluctant to recommend approving front yard setback variances do not apply in this case. For all these reasons staff is recommending approval of this. Both the DNR and water resources have also expressed their support for this. If you have any questions I would be happy to address them at this time. Aller: Any questions of staff? Commissioner Weick. Weick: In your opinion if you need two variances for a 1,000 square foot garage how would you reasonably build a single family home on this lot? Walters: Because it is a lot of record we are required to grant reasonable use and reasonable use for a lot zoned for single family occupancy would be a single family home meeting the City’s minimum standards so that would be a two car garage. A minimum of 960 square foot footprint if it’s a rambler so we would be essentially required to grant the variances necessary for the construction of that home or we would be in a regulatory taking. If that makes sense. So because the lot’s platted it somewhat ties our hands. Aller: Commissioner Madsen. Chanhassen Planning Commission – December 4, 2018 3 Madsen: Are there any prohibitions for an accessory out building to prohibit people staying in there? Are they able to put plumbing in there? That sort of thing. Walters: So the city code would prevent a dwelling unit so they wouldn’t be able to have a bedroom, kitchen and bathroom in it. That being said the, they would be allowed to run plumbing. You know a lot of people have a workshop garage and have a bathroom in there. But it would not be able to be used for a home occupation under the city code and it would not be able to be used as a dwelling unit. Madsen: Okay thank you. Aller: Any additional questions? Hearing one if the applicant would like to come forward. Please state your name and address for the record and tell us about your project. Richard Morris: Hello I’m Richard Morris or Rick. I go by Rick Morris. I just bought the property in late September. Moving over this way from Medina. So yeah I’m looking to build a garage. My father’s getting on in years and has a nice ’59 Corvette convertible, red and white so it’d be a nice little showroom for that to be safe. I only have a two car garage right now and I come from a house over in Cottage Grove where I said well I had 6 cars so I’m really stuck in a two car garage right now with a motorcycle, two cars. I now have a lawn tractor. Snowblower. It gets tight as you guys know so it just seems like a really good place for a garage to be. It’ll be a nice garage. It will be concrete eventually and you know I’ll landscape and put shutters on those windows and things like that so would appreciate consideration on this. I think it’s a good solution for the city because as opposed to trying to sell this land off as another lot and try to make money on it. I plan on being here for a long time and this seems to be a good win/win for everybody. Aller: Okay. Any questions of the applicant? Thank you sir. Richard Morris: Thank you. Aller: Okay at this time we’ll open up the public hearing portion of this item and it’s an opportunity for individuals present to come before us. State your name and address for the record and give us your thoughts on the item. Seeing no one come forward we’ll close the public hearing and open it up to the commissioners for comment. And/or motion. Anyone? I think the report was very good and I’ll start off. I think it was a great explanation of the opportunity that I see being presented here to utilize this property in a highly beneficial fashion for both the homeowner and the City and the City as a whole because our water table and our shorelines will be that much better off not having an additional project going based upon the fact that it is a separate lot so I appreciate it when I see a homeowner come in and work with the City to find a win/win like this so I will be voting in favor. Anyone else? Commissioner Weick. Weick: You know I spaced out. I did have a question for the homeowner. Is it? Chanhassen Planning Commission – December 4, 2018 4 Aller: It has to be a good one. We can open up the public, or actually just the homeowner. The applicant so come on up here. Weick: Yeah I was just sort of thinking about something else but did you consider building the structure anywhere where you wouldn’t need a variance? So somewhere else on the property or anything like that. Richard Morris: Yeah it’s really a tough landscaping situation. Weick: I’m not familiar with it. Richard Morris: Yeah it’s Highway 5 which is basically a freeway now as you know every night and so it’s very noisy and loud and there’s no room in the front of the house. It’s just some protective trees. Two layers of trees that the previous gentleman planted and then the back is all setback with the lake of course so there’s really, that lot is the best spot for it to be. Weick: Okay. Richard Morris: It’s grassy. It’s got nice trees in the front. A little bit of a buffer with trees and so we moved it as far forward as we could. Weick: Good explanation, thank you. Aller: And while I have you up there, just to keep you going. There will be, and it’s been indicated if this is approved, a request that you go ahead and designate those trees. The trees, the plan hadn’t been provided prior to the hearing so if there a problem with doing that? Just interested. Richard Morris: No. No, there’s a ditch. There’s a ditch right where the PID is listed. That’s about the only, those are the trees and then there’s brush along the wetland in the northeast corner. Aller: But having read the report you don’t foresee any difficulty in complying with any of the conditions? Richard Morris: No there’d be no trees removed at all. It’s basically grass right now. Aller: Awesome thank you. Richard Morris: Thank you, yeah. Aller: Okay having that additional information would anyone like to then make a motion? Chanhassen Planning Commission – December 4, 2018 5 Undestad: I’ll make a motion. Aller: Commissioner Undestad. Undestad: If Kate will bring it back up for me. Make a motion the Chanhassen Board of Appeals and Adjustments approves a 13 foot front yard setback and a 4 foot shoreland setback variance subject to the conditions of approval and adopts the attached Findings of Fact and Decision. Aller: I have a motion. Do I have a second? Weick: Second. Aller: Having a motion and a second, any further discussion? Undestad moved, Weick seconded that the Chanhassen Board of Appeals and Adjustments approves a 13 foot front yard setback and a 4 foot shoreland setback variance subject to the following conditions of approval and adopts the attached Findings of Fact and Decision: 1. The applicant must apply for and receive a building permit. 2. Parcels PID 251700010 and PID 251700020 must be combined. 3. The drainage and utility easement between parcels PID 251700010 and PID 251700020 must be vacated. 4. The applicant shall include all trees 6” dbh and larger within the construction limits for the accessory building and note trees to be removed. All preserved trees must be protected during construction. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Aller: Motion carries. Congratulations sir. Welcome to the neighborhood. I think Medina’s a fine place to live but I welcome you to Chanhassen. PUBLIC HEARING: PUD AMENDMENT TO ALLOW LIQUOR SALES IN CONJUNCTION WITH A TEMPORARY EVENT PERMIT AT PAISLEY PARK MUSEUM. Aanenson: There’s no visuals up on this one so I will just go through the application here. So this application is a request from PPark Management. Paisley Park Museum to allow, request an amendment to allow in the PUD the use of the property, liquor on the site as a temporary event permit. Through the temporary event permit so as you recall over a year ago they did request for the Super Bowl to have an event out there with liquor. As we reported back to the City Council Chanhassen Planning Commission – December 4, 2018 6 last summer there was no problems with that. Since then they’ve had two other special events out there. Most recently with the Timberwolves and then last weekend with Red Bull. Neither one of those involved liquor because it wasn’t permitted at that time. So the special event permits limits the number of those type of activities that they can do that would involve liquor and catering so we would regulate that way. So what they’d like to do is through that process be able to provide alcohol. And again it does require the catering license. Also with a special event permit it does require that they do a floor layout plan so the fire chief can check that. Also it goes to the different departments so MacKenzie on our staff would be reviewing those. Someone from engineering and so to date we’ve had no problems. We have a good relationship with them on that so again it is tied to, and our PUD ordinance which I did attach, and I apologize the language isn’t clear in there so what we would want to put in there, where it talks about the liquor sale consumptions we would say limited to the special event permit process. So typically those go to a maximum number of. Aller: Is it 15 dates? Walters: Yeah so typically our temporary events, they’re allowed 15 per year. In this case I believe the PUD limits it to 12 indoor concerts. Aanenson: Correct. Walters: And it’s linked then to that limit. It’s a little more restrictive. Aanenson: So that’s how it would be handled. Again they would have to come in to get that special event permit so we have to make sure that they’re managing. A lot of what we manage is to make sure that the traffic circulation works. That they’ve got all that put in place. Again the fire chief makes sure that they get a CAD or a layout of the floorplan and then it’s inspected before the event and any other little nuances that would go with it. If they need the sheriff’s office for security and driving, routing so that’s all put in place with that permit. So that’s how it’s been managed and again like to date we haven’t had problems with that so the staff is recommending approval of those limited use of alcohol. Again not all special events are going to have alcohol but it gives them that, affords them that opportunity whether it’s a corporate event or some other type of special event so with that we are recommending approval and I’d be happy to answer any questions that you have. Aller: Any questions at this time? Commissioner McGonagill. McGonagill: If we approve this and let’s say their behavior becomes not what is expected. Can you pull this back? Can you reduce it? How do you discipline them? Aanenson: That’s a great question. So certainly we can always amend the ordinance back if there’s problems yeah. Or not give them a temporary use yeah. Chanhassen Planning Commission – December 4, 2018 7 Walters: Yeah under the temporary events ordinance violation of terms of a temporary event is grounds not to issue one for one calendar year so if, again not that we anticipate this but let’s say conditions were not followed. There were significant issues. We would likely withhold future events until we were given assurances that would not happen again. McGonagill: Is that decision to withhold one that staff can make or does it have to come back to the Planning Commission to withhold? Aanenson: That would be a staff decision. So there’s a two prong process. I think certainly we would work with the, with PPark Management and explain what happened. However it happened. If we can correct that. If it seems like it can’t be met then we maybe do a suspension. Or if it’s can’t be resolved then you can always come back and recommend that they remove that. McGonagill: Okay, thank you. Aller: Additional questions of staff. Commissioner Weick. Weick: So right now they can’t serve alcohol. Aanenson: That’s correct. That was part of the original PUD that we put in the packet right. Weick: And then with this they would be able to apply. Aanenson: Right up to so many times a year correct. So it’s not wide open. Again they still have to come in through the special event which requires that they get a licensed caterer so that’s all the things that we approve. So we’re approving who the caterer is. That they’re capable and then any other requirements of the special event and I did attach the special event and that’s one that MacKenzie had written. It’s been very successful. We use it for a lot of other events too. Just to know who’s in town. If they need additional security. Goes from anywhere from school fun runs to Paisley Park. Weick: Thank you. Tietz: Kate I just have a quick question. How is this different, when they had the Super Bowl event they had to come in for a special right? Aanenson: Yep. Tietz: A variance. Aanenson: So that was a one time. We only amended this PUD. Chanhassen Planning Commission – December 4, 2018 8 Tietz: I know. Aanenson: Yep. Tietz: But why would they not be able to, they can still go through that process every time. Aanenson: Well because this requires a public hearing at the Planning Commission and then it’s sent up to City Council and sometimes it’s a time line issue. So I think we felt like, they just had two recent pretty close events with the Timberwolves and we haven’t, and again neither one of those had alcohol but sometimes they’re working with somebody that that’s something that they want to accomplish so right now what they’re saying, there may be 6. I’ll let them address those questions but so we would manage it that way. And often times they have an estimated number and it’s usually below that so I think it’s just a time commitment. It also gives them if they’re working with somebody that’s for example American Express and they say well we’re not sure. We have to go through the process. It limits their ability to try to market the property. Tietz: And then the hours of operation they could not sell liquor after what our local hours? Aanenson: It’s the same hours yep. Tietz: It’s tied to what our local bars are tied to. Aanenson: Yeah, yep. Or the hours of operation of the museum under their permit yeah. That’s a good question, yep. Tietz: Okay. Aller: Commissioner Madsen. Madsen: The current PUD prohibits outdoor events. Does this change that at all? Okay so it would always be indoors. Aanenson: Correct. Madsen: Okay. Aanenson: If they want to do under special event permit that’d be something that we’d have to process but yeah. Right now that’s not the intent. Aller: No additional questions of staff. Hearing none would the applicant like to come forward. State your name, address, representational capacity and then tell us about your plan. Chanhassen Planning Commission – December 4, 2018 9 Karen White: Sure hi, I’m Karen White. I’m the Sales Manager at Paisley Park. I was here last year for the Super Bowl. Aller: Welcome. Karen White: We are looking and seeking approval for, as Kate had mentioned, an ongoing you know I guess permission to serve alcohol or accommodate requests by our clients for private events where they are looking to provide alcohol. And also as Kate mentioned it is really kind of a time constraint issue that we hate to take up your time every month as well and these things do come to us you know at the last minute sometimes. For example the Timberwolves, they did want to serve liquor. We explained that we couldn’t because there was a Planning Commission meeting that we would have to attend and apply for and it just, you know again for ease of use it would be nice to be able just to submit our event plan to you each time and then designate whether it’s an alcohol event or not. And not all are as Kate also mentioned. Aller: Okay. Any questions? Alright thank you very much. Karen White: Okay. Aller: I’ll open up the public hearing portion of this item. That gives again an opportunity for an individual to come before us and speak either for or against the item. For those of you at home watching, again these items are on the website. You have an opportunity to review them before the hearing and then come in and take part in this public hearing process. Seeing no one come forward I will close the public hearing. Open it up for commissioner comments and potential action. Comments? I think it’s been a year since we were here with, I think it was last December when we talked about it and I remember there were some individuals that had come forward and were indicating that they were concerned about some potential problems. Thankfully those did not appear. I think Paisley Park has been a good partner in the process. They’ve amended traffic plans and different things and this process to accommodate the needs of the citizens in the city and it’s been a real, a good partnership so far and I think that there’s no reason why I would not be, and I will be voting in favor of this to allow them the same opportunities as other businesses in town to allow for these special permits. With that I’ll entertain a motion. Weick: I’ll propose a motion. Aller: Commissioner Weick. Weick: The Chanhassen Planning Commission recommends that the City Council approve an ordinance amending the PUD to allow liquor sales in conjunction with a temporary event permit. Aller: I have a motion. Do I have a second? Chanhassen Planning Commission – December 4, 2018 10 Undestad: Second. Aller: Having a valid motion and a second, any further discussion? Weick moved, Undestad seconded that the Chanhassen Planning Commission recommends that the City Council approve an ordinance amending the PUD to allow liquor sales in conjunction with a temporary event permit. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Aanenson: This item will go to the City Council not until January. Their first meeting in January. Aller: So this is our last meeting certainly of the year and I guess it would be the January 14th then? Aanenson: That’s correct. There is a meeting next Monday but typically we don’t turn them around that quickly so. Aller: So this item, if you wish to follow the item would go to City Council on January 14, 2019 so mark your calendars. APPROVAL OF MINUTES: Commissioner Madsen noted the verbatim and summary Minutes of the Planning Commission meeting dated November 20, 2018 as presented. COMMISSION PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS. Aanenson: I would just add that as you mentioned this is our last meeting of the year. We do have a meeting, our first meeting of the year will be on the 15th of January. As I mentioned our first meeting of the year would have been New Year’s Day and I figured most of you probably had other things to do so we only have one meeting on that Tuesday. So it actually is a back to back Planning Commission, City Council meeting. But that meeting we are anticipating Galpin coming in. They’re trying to meet a deadline of getting their plans in for the 14th. As soon as we get those, I know people are interested. We’ll upload those as soon as we get the full set of plans in and then the first thing we have to do is make sure it’s a complete application so we’ll do that but they’re anticipating going on then to the Planning Commission on the 15th and that would be actually a February, the first City Council meeting in February would be the date that that would be on so do anticipate trying to keep that agenda limited because that will probably be a lengthy discussion at that meeting. I think there is one other registered land survey. Pretty straight forward that we’ll take care of that one first and then now we’re trying to keep that as the only thing on the agenda. It gives everybody adequate time to address all the issues on that. Chanhassen Planning Commission – December 4, 2018 11 McGonagill: Kate this is a process question. Will there be a work session around that before or after. Before the City Council meeting or anything or is it just going to be this session and the council meeting. I know they had a work session. Aanenson: Yes. McGonagill: Is there going to be another one? Aanenson: Yep so the only work session, they had a neighborhood meeting so that work session was just to discuss with the council what they heard at the neighborhood meeting and what accommodations they were making on that so. I’m just going to close this. So that was, there was a neighborhood meeting held and so that will be obviously part of the, to talk about what’s changed since the concept. Where we moved so everybody can understand that. How the plan has changed and give direction. Your recommendations that you would give to the City Council. I think the plan, City Council may want to take between your meeting and their meeting, maybe take another work session. It’s a pretty deep you know project and you might not get through all in one meeting. It might take two meetings for the Planning Commission too so if there’s a lot of questions that you have too. But if anybody wants to talk to me about it as they get it or sit down with engineering department individually that’d be great too. So that is all I had Chairman. Aller: Great. With that entertain a motion to adjourn. Commissioner Undestad moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Planning Commission meeting was adjourned at 7:30 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 1 189087v3 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. xx AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY AMENDING THE PAISLEY PARK PLANNED UNIT DEVELOPMENT ZONING THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is amended by amending the permitted uses in the Paisley Park Planned Unit Development zoning to provide as follows: b. Permitted Uses. Only the following uses are permitted: 1. Museum. 2. Recording studio. 3. Retail sales of products stored or manufactured on the site provided no more than twenty percent (20%) of the floor space is used for retail sales. These sales may include food, beverages and memorabilia. 4. Twelve (12) indoor concerts per calendar year. A concert-specific seating plan and temporary event permit must be filed with the City at least ten (10) days in advance of each concert. Alcohol may only be served in conjunction with a Temporary Event Permit. 5. Private events. An event-specific seating plan must be filed with the City at least ten (10) days in advance of each event. 6. Office. 7. Multiple buildings on a lot. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this ___th day of ________, 20__, by the City Council of the City of Chanhassen, Minnesota. Todd Gerhardt, City Manager Elise Ryan, Mayor (Published in the Chanhassen Villager on) CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COLINTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on November 21,2018, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing to consider an amendment to a PUD permitting licensed caterers/suppliers the ability to serve alcohol as part of special events on the property located at 7801 Audubon Road, Planning Case File No.2018-19 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this.r-,6ldayof l' t u;rn5' -,2018.JEAN M. STECKLING Notary Public-Minnesota Comrnl.ebn Expirco Jln 01, e018 Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are errorfree, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (20001, and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are errorfree, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. (TAX_NAMED (TAX_ADD_L1D (TAX_ADD_L2D, (TAX_ADD_L3) <Next Record>cTAX_NAMED cTAX_ADD_LIr (TAX_ADD_L2I, <TAX_ADD_L3I I'l t @ :1 v .l -&'\ I Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time:Tuesday, December 4,2018 at 7:00 p.m. This hearing may not start until later in the eveninq, dependinq on the order of the aqenda. Location:City Hall CouncilChambers, 7700 Market Boulevard Proposal: To consider an amendment to a PUD permitting licensed caterers/suppliers the ability to serve alcohol as part of specialevents. ApplicanUOwner:Tim Fitch / Anqela W. Avcock Property Location: 7801 Audubon Road A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps:1. Staff will give an overview of the proposed project.2. The applicant will present plans on the project. 3. Comments are received from the public.4. Public hearing is closed and the Commission discusses the proiect. Questions & Comments: lf you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2018-19. lf you wish to talk to someone about this project, please contact MacKenzie Walters by email at kaanenson@ci.chanhassen.mn.us or by phone at952-227-1 139. lf you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project website listed above the Thursday prior to the Planninq Commission meetinq. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www. ci. chanhassen. m n. us/notifyme to sig n u p ! utly xevrew Procedure: . Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and lnterim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all properly within at least 500 feet of the subject site to be notified of the appli€tion in writing. Any interested party is invited to attend the meeting.. Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial.. Minnesota State Statute 519.99 requires all applications to be proessed within 60 days unless the appli€nt waives this standard. Some applications due to their @mplexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting.. A neighborhood spokesperson/representative is en@uraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Statf is also available to review the prcject with any interested person(s).. Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application wlll be included in the repo( to the City Council. lf you wish to have something to be included in the report, please mntact the Planning staff person named on the notification. Date & Time:Tuesday, December 4,2018 at 7:00 p.m. This hearing may not. start until later in the eveninq, dependinq on the order of the aqenda. Location:City Hall CouncilChambers, 7700 Market Boulevard Proposal: To consider an amendment to a PUD permitting licensed caterers/suppliers the ability to serve alcohol as part of specialevents. ApplicanUOwner:Tim Fitch / Anqela W. Avcock Property Location: 7801 Audubon Road A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps:1. Staff will give an overview of the proposed project.2. The applicant will present plans on the project. 3. Comments are received from the public.4. Public hearing is closed and the Commission discusses the proiect. Questions & Comments: lf you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2018-19. lf you wish to talk to someone about this project, please contact MacKenzie Walters by email at kaanenson@ci.chanhassen.mn.us or by phone at952-227-1139. lf you choose to submit written comments, it is helpfulto have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project website listed above the Thursday prior to the Planninq Commission meetinq. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen. mn. us/notifyme to sign up! utly Keyew tsroceoure: . Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and lnterim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within at least 500 feet of the subject site to be notified of the appli€tion in writing. Any interested party is invited to attend the meeting.. Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbai overuiew of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a re@mmendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's re@mmendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial.. Minnesota State Statute 51 9.99 requires all applications to be proessed within 60 days unless the applicant waives this standard. Some applications due to their @mplexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting.. A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the prcject with any interested person(s).. Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. lf you wish to have something to be PIN TAX_NAME 250101OOO SOUTHWEST TRANSIT 254480010 JAIN PROPERTIES II LLC 251900110 PAISLEY PARK FACILITY LLC 25]51OO2O KERBER HOLDINGS LLC 25O11O3OO STATE OF MINNESOTA - DOT 251920010 MUSTANG LLC TAX_ADD_11 13500 TECHNOTOGY DR 1621 MCGLYNN RD 230 PARK AVE STE 634 3697 LERIVE WAY TAX-ADD-12 TAX_ADD-13 SHAPE EDEN PRAIRIE MN 55344-2283 1620ARBORETUM BLVD CHANHASSEN MN 55317 1621 MCGLYNN RD NEW YORK NY 10169 7801 AUDUBON RD CHASKA MN 55318 1430 PARK CT 395 JOHN IRELAND BLVD MAILSTOP ST PAUL MN 55155-1899 1450 ARBORETUM BTVD 7860 PARK DR CHANHASSEN MN 55317-9294 7850 PARK DR 25L92OO2O SUMMIT EQUITY PARTNERS LLC 7870 PARK DR CHANHASSEN MN 55317 254480020 LOVE 4 ONE ANOTHER CHARITIES 8014 OLSON MEMORIAL HIGHWAY 55 GOLDEN VALLEY MN 55427 257510030 GALLER PROPERTIES tLC 9376KIOWATRL CHANHASSEN MN 55317-861,5 1,450 PARKCT 254520010 MCGLYNN BAKERIESINCf,366 POBOX1113 MINNEAPOTIS MN 55440-1113 8OOOAUDUBON RD 257510010 TWO S PROPERTIES INC PO BOX 25025 GLENDALE CA 91201.5025 78OO PARK DR aol g^ t9 FA CO iIUiIIW DEVELOPiiEiIT DEPARTMENT Planning Divi8ion - 7700 Market Boulovard Mailing Address - P.O. Box 147, Chanha$an, MN 55317 Phone: (952) 227{ 300 / Fax: (9521227-1110 .,*,*,*,".1t iJ liY eco"t",il/r lt? cc o*", llrq lrq *crTrorcHAtrrrAssrr APPLICATION FOR DEVELOPMENT REVIEW 60-Day Review Oate: (tutet to the dpptwiste Application chec!4id lor tquid st bmittat info/.',f/.|,@ that n,u& awnDny this appllcetioa) E $rmprehensive Plan Amendment......................... $600E Minor MUSA line for failing on-sit€ sowers ..... gt 00 E Conditional UEe Permit (CUP) E Sing[+Family Residence...................,....,..,..., $325E Atotlers........ ..,............... $42s E lnterim Us6 PBrmit (lUP) E ln conjunction with Single-Family Residence.. $32SU All Others........ ........ ......... $425 E Rezoning (REZ) - E PEnned Unit D€velopment (pUD) ...............,.. $750 _\EJ Minor Amendmont to exEting PUD................. SiOO$ rut Oners......................................................... t5OO E Sign Plan Review................................................... $1SO E Site Plan Review (SPR) E Commerciat/tndustriat Distric1s....................... $500 Plus S10 per 1,000 squarc feet of building area:( thousand squara foet).lnclude numbor o, errciira omploye€si _ fl Residential Disrids-............. . ................... 3SOO Plus $5 per dwelling unit ( units) Prop€rty Owners' Ligt within 500' (City to generato ater pre-apptks on ,n€otjng) ............1. ..... $3 per address Escrow ror. Recording Documenrs (check ar rhar appry).... ttl::::::*:l .....gso per documentLl conditional us€ Permit EJ rnrarim use p€rmit fJ s[e ptan Agr€;mentn vacation E v"ri"n* - - - "' E wltr"nJ nriEr"ion p"-itE Metas & Eounds Subdivision (3 doca.) E easer"ns f ees€ments) - ;;- *'*' TOTAL FEE: tr Subdivision (SUB)rl Create s lots or less .......,................................$30{) D Creete over 3 |ots.......................$600 + S15 per lot( lols)U Metss & Bound8 (2 tots)........................,......... $300E Consc,tidaiB Lots..,........................................... $1SOE Lot Line Ad,usfnonr......................................... $lSOE Final Prat......... .................. $7OO (lncludes $450 esdow for attomey coBts)* 'Addllboll rlclo$ may b€ .€qulr€d br ottEr spptkxions throlgh nra dovd@meflt contEcl. Vacetion of Easemcnts/Right-of-way (VAC)........ E3OO (Addilio.ral rccodlng h6 riay apply) Variance (VAR)..... ................. $2OO Wetand Alteration Permit (WAP) fl SinglsFamily Resiaente............................... $1 SOE Allourers........ ................ $275 Zoning Appeal....... ................ S1OO Zoning Ordinance Amendment (ZOA)................. $SOO !!(IIE: Whcn multlph rppllc.tort .ro prcc.Ird co,rcurcnity,tIo rpprop.i.L foc rhtll br Ghrrgod for.!ch tpplh.$olt. tr tr tr tr tr E tr Description of Proposal: 7801 Audubon Rd. Chanhassen, MN 55417Property Address or Location: parcet#: 251900'110 Total Acr6age: Legal Description:Museum/Fecording Facility Present Zoning: Selacl One Presenl Land Use Designatio6; Selecl One Requested Land Use D6ignation:Salect One Wstlands Present?E ves E tto Requested Zoning:Select One Existing Use of Property; Museum ECtrec* box if separats narrative is attached. 'sonal ;on, APPLICANT OTHER THAN PROPERTY OWIIER: ln signing this application, l, as applicant, represent to have obtained authoriaation from the property owner to file this application. I agree to be bound by conditions oi approval, sub,iect only to the right to object at the hearings on the application or during thl appeal period. lf ihis application has not been signedby the property owner, I have attached separate documentation of full ligal capacity to file ihe application. This appliiation should be processed in my name and I am the party whom the City should contid regarding'any ma6er pertaining to thisapplication. I will keep myself informed of Ure deadlines for submiision of material ani the irogiess of this apflidtion. Ifurther understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior toany authorizalion to proceed with the study. I certify that the information and exhibits submitted are true and coneci. Tlm Fitch Address:7801 Audubon Hoad Contacl: Phone:952-495-6757 City/StateEip: Email: Chanhassen, MN 55317 Cell: Fax: 612-425-5632 authorize the filing of this application. I understand that conditions of approval are [inding and agree to be bound by thoseconditions, subject only to the right to object at the hearings or during itre appeat periodsl I wilt klep myself informeo ofthe deadlines for submission of material and the progress of this app-iication. I further understand that;dditional fees maybe charged for consulting-fees, feasibility studies, etC. witr an estimate prior to any authorization to proceed with the :t!ldJ.".!.qe!:tJff lhat the information and exhibits submitted are true and conect. Signature:Date:10/23/18 PROPERTY OWNER: ln this application, l, as property owner, have full legal capacity to, and hereby do, Contac{: By: Angela W Aycock phone: 248-236-0954 City/State/Zip' 411 W. Lafayefte, 2nd Floor Detroit, Ml48226 Cell: Address: I*,ff,,i=P..9:ft-tlpt*din full.andmust-be accompanied by allinturmation and ptans required byapplicable City Ordinance provisions. Before fling this applicition, refir to the appropriate Apptication Checktistand confer with the Planning Department to delermine the specific ordinance and'applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittat.wrifren notice of application deficiencies shall be mailed to the applicant within 1S business days of application. PROJECT ENGINEER (if appticabte) Name:Contact; Address:Phone: Cell:City/State/Zip: Email: Who ehould rccetvs copies of $aff reports? Property Owner Applicant Engineer Olher* rfiher Contact lnformation: Name:EEnn Via: El Emait E frlaileO paper Copy Ma: ElEmait D manea paperCopy Ma: f]Emait f]uaireo pabercobi Via: fl Email fl naaiteo paper Coiy Address: CitylStateZip: Email: lNsTRUcTloNs ro AEIISANT: Complete all necessary form fields, then setect to save a copy io yourdevice. and. deliver to city along with required documents and payment to send a digitat copy tothe cityforprocessing. f:::=--t t--l- lsAvEFoRil I IPR|NTFOBU I lSUBmrrOnmit---"'-'---"1 Email: Signature:Date: 1013012018 We are requesting an amendment to the PUD for the ability for licensed caterers/suppliers to be able to serve alcohol for specia! events when requested. TEMPORARY OUTDOOR EVENT PERMIT APPLICATION $50 FEE Applications must be submitted at least ten (10) days prior to the event. For office use only Date Received ___________________ Engineering Review __________ Fire Review __________ Admin Review __________ Sheriff Review __________ Planning Review __________ Other Review __________ Approved by: ________________________________________________________________________ Date Approved: ____________________ Application Fee Paid: Check #____________ Credit Card (type & last 4 digits) _______________ Cash (Receipt #) ___________ Parcel Identification No. ____________________ Legal Description ______________________________________________________________ APPLICANT INFORMATION Sponsoring/Producing ORGANIZATION NAME: Address: Street Address: City, State, Zip: Applicant Contact: Name: Phone: Cell: Title: Email: On-Site Contact: Name: Phone: Cell: Title: Email: Organization Website: PROPERTY OWNER INFORMATION Contact Information: Name: Street Address: City, State, Zip: Phone: Alternate Phone: Email: EVENT INFORMATION Event Title: Event Type: Temporary Food & Beverage Sales Sidewalk Sales Promotional Event Other (describe): Event Location: Street Address: City, State, Zip: Event Date(s): Event Time(s): Event Description: City of Chanhassen Temporary Outdoor Event Application Page 2 of 3 EVENT INFORMATION (Continued) Maximum Peak Attendance: Number of Employees/Workers: Provisions for Parking and Security: Will there be sound amplification equipment? Yes No If yes, attach additional permit. Will there be signage at the event? Yes No If yes, please describe (additional permit may be necessary): Will merchandise be sold at the event? Yes No If yes, please describe: Other pertinent information: Map Required: Maps are required for the overall event layout as well as any separately fenced areas such as beer/wine gardens or contained areas as part of a parade/march route. As a general rule, maps must include the following: • Surrounding Street Names • Directional Arrow • Twenty-foot (20’) Fire Lanes • Fencing/Barriers • Barricades • Bleachers • Booths • Canopies/Tents • Cooking Areas • Generators • Vehicles • Beer Gardens • Number and Dimension of Entrances/Exits • Start/Finish Lines • Routes with Directional Arrows • Fire Extinguisher Locations • Safety and First Aid Stations • Parking Areas • Special Lighting • Trash Containers Equipment/Set up: Select all that apply (show all equipment on your attached map). Staging/Scaffolding Lighting Statues or Structures Portable Restrooms Signage #______ (include size and location on map) Tents/Canopies #_____ Tent Size(s): __________________________________________________________________________ Please list the outside companies/vendors that you are using for any of the checked boxes above. A complete list of vendors must be submitted prior to your event. FOOD Will food be served at the event? Yes No (if no, skip to next section) (NOTE: Additional permit may be necessary. Contact the Minnesota Dept. of Health at 651-201-4500 or visit their website at http://www.health.state.mn.us/divs/eh/food/license/specevent.html Will food be prepared off site but served on site? Yes No Will food be prepared on site? Yes No Will food be grilled on site? Yes No If yes, select one: Charcoal LP Gas* *Size of LP Gas tank? ___________ lbs Will any of the following appliances be used? (check all that apply) Gas griddle (flat top) Deep fat fryer Warming oven Corn roaster Other: ___________________ NOTE: If using any of the cooking methods listed above other than warming ovens, Chanhassen Fire Department Policy #50-2005 Temporary Assemblies and Tents must be followed. City of Chanhassen Temporary Outdoor Event Application Page 3 of 3 ALCOHOL The sale and service of alcoholic beverages are subject to City of Chanhassen regulations, licensing, and permit requirements. Will alcohol be served at the event? Yes No Is a non-profit organization providing the alcohol services? Yes No If yes, indicate name of non-profit organization: NOTE: Temporary On-Sale licenses are issued only to a club or charitable, religious, or nonprofit organization in existence for at least three years (Chanhassen City Code Section 10-19 [g] and [h]). Is a caterer providing the alcohol services? Yes No If yes, indicate name of caterer: NOTE: Alcohol can only be provided and served by a restaurant holding an on-sale intoxicating liquor license issued by any municipality that also holds a caterer’s permit (MN Statute 340A.404, Subd. 12). INSURANCE REQUIRED Proof of liability insurance must be provided. NOTICE AND SIGNATURE I have familiarized myself with the Chanhassen City Code Chapter 20-964 and subsequent ordinance amendments pertaining thereto, and will abide by the provisions contained therein. I declare that the information I have provided on this application is truthful and I understand that falsification of answers on this application will result in denial of the application. I authorize the City of Chanhassen to investigate and make whatever inquiries are necessary to verify the information provided. Applicant: Printed Name: Signature: Date: Property Owner: Printed Name: Signature: Date: g:\plan\forms\permits\temporary outdoor event.docx EVENTS AND SALES GUIDE The City of Chanhassen recognizes the importance of outdoor events and sales of all types and sizes in adding to the vibrancy of our community. The city also recognizes that some of these events may have a significant impact on parking, traffic, and surrounding properties. In order to balance the benefits of events with their impact on the city, organizations and businesses wishing to host an event are required to apply for and receive a permit from the city. There are several different types of permits, and this guide will help you determine which permit your event needs and what information is required to be submitted to the city. If you have any questions, please contact Mackenzie Walters at 952-227-1132 or by email at mwalters@ci.chanhassen.mn.us. PERMIT TYPES No Permit Public Gathering Permit Private residential events in residential neighborhoods do not require permits. For example, birthday parties, graduations, anniversaries, and similar family events do not require permits. Indoor events with no expected impact on traffic or parking do not require permits. Events organized by or in partnership with the city do not require permits. Gatherings of 50 or more persons including picnics and political gatherings within a city park. NOTE: If the event is held entirely within a city park, this may be the only permit required; however, if the event leaves the park (a race or walk, for example) or impacts the city’s traffic and parking, additional permits may be required. Contact Jerry Ruegemer by at 952-227-1121 or by email at jruegemer@ci.chanhassen.mn.us for more information. Temporary Outdoor Event Permit Seasonal Sales Permit Business and Commercial promotional events, customer and employee appreciation events, grand openings, and other outdoor events that remain on the applicant’s property. These events may last no longer than 72 hours, and should not have any significant impact on adjacent properties (traffic, parking, etc.) Outdoor sales lasting longer than 72 hours but less than 120 days. Examples of these would be farmer’s markets, produce stands, and Christmas tree sales. These sales should not have any significant impact on adjacent properties (traffic, parking, etc.) Special Event Race Addendum Any event that will leave the applicant’s property, will require the use of city services or facilities, and/or will affect traffic, parking, or public safety. Examples are outdoor concerts, carnivals, festivals, races/walks, and similar events. Most large public events, races, and walks will require a special event permit. All events that include a walk, race, or parade utilizing the city’s sidewalks, trails, or streets need to submit a Race Addendum along with their special event permit. Private family events such as wedding and funeral processions are exempt from this permit. Page 2 Miscellaneous Supplemental Permits Loudspeaker Permit:Any non-residential property wishing to use a sound amplification device must apply for a loudspeaker permit. Street Closure for Neighborhood Events: Used to close of a portion of a cul-de-sac or dead-end street for a neighborhood block party or similar event. Residential use only. Contact Steve Lenz by at 952-227-1163 or by email at slenz@ci.chanhassen.mn.us for additional information. Temporary Lifting of No Parking: Temporarily allows parking in a no parking zone. Residential or non-residential events. Contact Steve Lenz by at 952-227-1163 or by email at slenz@ci.chanhassen.mn.us for additional information. Temporary Liquor License: If the event includes serving alcohol, please contact Kim Meuwissen at 952-227-1107 or by email at kmeuwissen@ci.chanhassen.mn.us to determine what liquor licenses are required. Some indoor events that do not require other permits may still require a temporary liquor license. Note Your event may also require state or county permits. This especially true for events serving food or selling produce. Please contact the MN Department of Health at 651-201-4500 or the MN Department of Agriculture at 651-201-6000, respectively, to determine these permitting requirements. Permit Fees Public Gathering Permit Free Temporary Outdoor Event Permit $50.00 Seasonal Sales Permit $50.00 Special Event Permit $100.00 Race Addendum $50.00 Loudspeaker Permit $10.00 Street Closure For Neighborhood Event Permit $10.00 Temporary Lifting of No Parking Permit 1st week free, $20.00 per each additional week Temporary On-Sale Liquor License $1.00 Note All permits should be submitted at least 10 business days (two weeks) prior to the proposed start date of the event, except for special event permits and race addendums, which should be submitted sixty (60) days prior the proposed start date of event. Page 3 APPLICATION PROCEDURE Once you have determined what permit(s) are required, download the appropriate permit applications. Please read them carefully and fill out each required section. All events must also submit proof of liability insurance and a site plan of the event showing the location of tents, chemical toilets, tables, signage, and other temporary structures associated with the event. Be sure to include proof of insurance and a site plan along with any other required supplemental documentation. Submit completed application documents along with a check for any required fees by mailing them to the following address: City of Chanhassen Attn: Events 7700 Market Boulevard PO Box 147 (must use PO Box if mailing) Chanhassen, MN 55317 Applications may also be dropped off in person at City Hall (same address) Monday through Friday from 8:00 a.m. to 4:30 p.m. NOTE: Incomplete applications may result in delays in approval or denial of request. PERMIT REVIEW PROCESS Staff will review the permit application(s) and contact the applicant if there is any missing information or additional documentation is required. If necessary, the city may recommend or impose conditions on the permit in order to mitigate its impact on neighboring properties. In extreme cases where the event cannot be safely accommodated, the city may deny the permit application. Assuming that the application is complete and requested documentation is included, the city will send the applicant a letter stating that the event has been approved listing any applicable conditions. Failure to agree to the conditions required by the city will result in denial of the event permit application. Additionally, violating conditions placed upon an event may be grounds for denial of future event applications. CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Review of Claims Paid 01142019 Section CORRESPONDENCE DISCUSSION Item No: K.1. Prepared By Greg Sticha, Finance Director File No: SUMMARY The following claims are submitted for review on January 14, 2019: Check Numbers Amounts 168477 – 168712 $1,701,806.15 ACH Payments $943,629.25 Total All Claims $2,645,435.40 ATTACHMENTS: Check Summary Check Summary ACH Check Detail Check Detail ACH Accounts Payable Checks by Date - Summary by Check Number User: dwashburn Printed: 1/4/2019 1:57 PM Check No Vendor No Vendor Name Check Date Void Checks Check Amount 168477 LANDTITL Land Title Inc 12/06/2018 0.00 777,929.75 168478 ALLSTR ALLSTREAM 12/06/2018 0.00 490.84 168479 BARCON BARBER CONSTRUCTION COMPANY INC 12/06/2018 0.00 30,661.25 168480 BCATRA BCA 12/06/2018 0.00 15.00 168481 BERCOF BERRY COFFEE COMPANY 12/06/2018 0.00 668.22 168482 BORSTA BORDER STATES ELECTRIC SUPPLY 12/06/2018 0.00 172.80 168483 BUELNATA Natalie Buelow 12/06/2018 0.00 500.00 168484 UB*01557 BURNET TITLE 12/06/2018 0.00 222.77 168485 UB*01558 BURNET TITLE 12/06/2018 0.00 43.94 168486 UB*01560 BURNET TITLE 12/06/2018 0.00 24.50 168487 UB*01563 BURNET TITLE 12/06/2018 0.00 29.62 168488 UB*01565 ROBERT BURNS 12/06/2018 0.00 85.50 168489 UB*01556 CCA & T 12/06/2018 0.00 31.00 168490 CENENE CENTERPOINT ENERGY MINNEGASCO 12/06/2018 0.00 3,226.02 168491 EmbMinn CENTURYLINK 12/06/2018 0.00 713.13 168492 EPIEVE EPIC EVENT RENTAL 12/06/2018 0.00 242.65 168493 UB*01548 JO FELLMAN 12/06/2018 0.00 9.82 168494 UB*01562 FIRST AMERICAN TITLE INSURANCE 12/06/2018 0.00 150.15 168495 FootDoug Doug Foote 12/06/2018 0.00 695.00 168496 HARTLIFE Hartford Life and Accident Insurance Company 12/06/2018 0.00 1,031.83 168497 HEIDJOE Joe Heidelberger 12/06/2018 0.00 199.99 168498 HENCOU HENNEPIN COUNTY 12/06/2018 0.00 4.26 168499 HENTEC Hennepin Technical College 12/06/2018 0.00 300.00 168500 ICMART ICMA RETIREMENT AND TRUST-457 12/06/2018 0.00 1,445.83 168501 IROMAL IRON MALTESE ATHLETICS 12/06/2018 0.00 711.08 168502 Loc49 IUOE Local #49 12/06/2018 0.00 735.00 168503 JENSERIC Erica Jean Jensrud 12/06/2018 0.00 250.00 168504 JHLAR JH LARSON COMPANY 12/06/2018 0.00 87.60 168505 KEOGJEFF JEFF KEOGH 12/06/2018 0.00 108.00 168506 UB*01551 JEFF KLEINER 12/06/2018 0.00 70.20 168507 LacSal Lacount Sales, LLC 12/06/2018 0.00 126.90 168508 LEAMIN LEAGUE OF MINNESOTA CITIES 12/06/2018 0.00 225.00 168509 LindKell Kelly Lindstrom 12/06/2018 0.00 1,250.00 168510 MANHOR Mangold Horticulture 12/06/2018 0.00 500.00 168511 METCO2 METROPOLITAN COUNCIL 12/06/2018 0.00 157,423.55 168512 METPLU Metropolitan Plumbing 12/06/2018 0.00 5.00 168513 UB*01564 MINNESOTA TITLE 12/06/2018 0.00 70.82 168514 MISHIL Mission Hills Senior Housing 12/06/2018 0.00 5,848.00 168515 MNTRAN MN DEPT OF TRANSPORTATION 12/06/2018 0.00 162.77 168516 NCPERS MN NCPERS LIFE INSURANCE 12/06/2018 0.00 80.00 168517 MOOMED MOORE MEDICAL 12/06/2018 0.00 72.88 168518 MORSAL MORTON SALT 12/06/2018 0.00 5,219.43 168519 UB*01561 BRUCE & KAREN MUNDAHL 12/06/2018 0.00 50.75 168520 MYPLUM My Plumber 12/06/2018 0.00 1,998.80 168521 ARCPLU Karsten Nelson 12/06/2018 0.00 3,887.78 168522 UB*01547 PAUL & KATHERINE NESBURG 12/06/2018 0.00 332.51 168523 NEWSIG NEWMAN SIGNS INC 12/06/2018 0.00 812.14 168524 UB*01549 PILLAR TITLE SERVICES 12/06/2018 0.00 44.67 168525 POSt POSTMASTER 12/06/2018 0.00 88.00 Page 1 of 5 Check No Vendor No Vendor Name Check Date Void Checks Check Amount 168526 POSt POSTMASTER 12/06/2018 0.00 88.00 168527 QUAFIR Quality First Janitorial & Maintenance Inc 12/06/2018 0.00 800.00 168528 UB*01552 REGIS TITLE LLC 12/06/2018 0.00 5.19 168529 RIVMEC Riverside Mechanical Inc 12/06/2018 0.00 5.00 168530 RUSTCAND Candace Rust 12/06/2018 0.00 250.00 168531 SAMHEN Sam Hennemann Insurance 12/06/2018 0.00 50.00 168532 Schmigre Greg Schmieg 12/06/2018 0.00 366.47 168533 UB*01559 GARY & MARSHA STOLT 12/06/2018 0.00 6.26 168534 SYEDASIM Asim Syed 12/06/2018 0.00 1,500.00 168535 UB*01553 TITLE EXCELLENCE LLC 12/06/2018 0.00 29.71 168536 VIKELE VIKING ELECTRIC SUPPLY 12/06/2018 0.00 174.30 168537 UB*01554 STEVE & JANICE VREEMAN 12/06/2018 0.00 44.99 168538 UB*01550 WATERMARK TITLE AGENCY 12/06/2018 0.00 31.56 168539 UB*01555 NANCY WRIGHT 12/06/2018 0.00 7.41 168540 yard Yardscapes, Inc 12/06/2018 0.00 500.00 168541 ZADOMARG Margret Zadow 12/06/2018 0.00 68.00 168543 ASPMIL ASPEN MILLS 12/13/2018 0.00 143.41 168544 BluCro BCBSM, Inc. 12/13/2018 0.00 95,218.32 168545 BenPro BENIEK PROPERTY SERVICES INC 12/13/2018 0.00 740.00 168546 BergGary GARY BERG 12/13/2018 0.00 90.31 168547 BERCOF BERRY COFFEE COMPANY 12/13/2018 0.00 37.68 168548 BORSTA BORDER STATES ELECTRIC SUPPLY 12/13/2018 0.00 16.71 168549 BRYROC BRYAN ROCK PRODUCTS INC 12/13/2018 0.00 1,099.20 168550 CARLIC CARVER COUNTY LICENSE CENTER 12/13/2018 0.00 23.75 168551 CENENE CENTERPOINT ENERGY MINNEGASCO 12/13/2018 0.00 1,188.83 168552 EmbMinn CENTURYLINK 12/13/2018 0.00 1,110.55 168553 CHRINC CHRISTIANS INC 12/13/2018 0.00 1,069.65 168554 CooSys Cooling System Services, LLC 12/13/2018 0.00 985.00 168555 donsod DON'S SOD SERVICE 12/13/2018 0.00 3,244.90 168556 GFOA GFOA 12/13/2018 0.00 225.00 168557 HOMFUR Homeplace Furnace Duct & Fireplace Cleaning Inc 12/13/2018 0.00 2,322.48 168558 JAGCOM Jaguar Communications Inc 12/13/2018 0.00 53.46 168559 k2ele K2 Electrical Services Inc 12/13/2018 0.00 3,959.00 168560 koskDust DUSTIN KOSKELA 12/13/2018 0.00 17.13 168561 KUSCON KUSSKE CONSTRUCTION COMPANY 12/13/2018 0.00 15,172.58 168562 MacPlu MacDonald Plumbing Company 12/13/2018 0.00 2,410.15 168563 MANNBILL William P Mann 12/13/2018 0.00 150.00 168564 MinuPre Minuteman Press 12/13/2018 0.00 48.00 168565 morsal MORTON SALT 12/13/2018 0.00 3,486.76 168566 NOBWIN NOBLE WINDOWS INC 12/13/2018 0.00 685.63 168567 RANEI R A NEISES CONSTRUCTION LLC 12/13/2018 0.00 500.00 168568 ROSCAR ROSELYN CARPET CLEANERS LLC 12/13/2018 0.00 600.00 168569 SAFCON SAFEASSURE CONSULTANTS INC 12/13/2018 0.00 700.00 168570 SHATRE Shadywood Tree Experts and Landscaping 12/13/2018 0.00 3,985.00 168571 SHEWIL SHERWIN WILLIAMS 12/13/2018 0.00 412.98 168572 SOFHOU SOFTWARE HOUSE INTERNATIONAL 12/13/2018 0.00 4,890.74 168573 TheMus The Mustard Seed, Inc. 12/13/2018 0.00 45.99 168574 PARFUN The Parable Fund 12/13/2018 0.00 240.33 168575 TOWFEN TOWN & COUNTRY FENCE 12/13/2018 0.00 795.00 168576 triedeea DeeAnn Triethart 12/13/2018 0.00 72.63 168577 VENWOR VenuWorks of Burnsville LLC 12/13/2018 0.00 1,203.00 168578 WastMana Waste Management of Minnesota, Inc 12/13/2018 0.00 975.39 168579 WIDCON WIDMER CONSTRUCTION 12/13/2018 0.00 2,708.93 168580 AcrThe Across The Street Productions 12/20/2018 0.00 365.75 168581 AMEPRE American Pressure Inc 12/20/2018 0.00 65.64 168582 ASPEQU Aspen Equipment 12/20/2018 0.00 422.14 168583 ASPMIL ASPEN MILLS 12/20/2018 0.00 1,232.51 168584 BAKERYAN Ryan Baker 12/20/2018 0.00 30.25 168585 CEMPRO CEMSTONE PRODUCTS CO 12/20/2018 0.00 329.50 Page 2 of 5 Check No Vendor No Vendor Name Check Date Void Checks Check Amount 168586 CENENE CENTERPOINT ENERGY MINNEGASCO 12/20/2018 0.00 663.13 168587 CenLin CenturyLink 12/20/2018 0.00 64.00 168588 CUBFOO CUB FOODS 12/20/2018 0.00 22.52 168589 CulBot Culligan Bottled Water 12/20/2018 0.00 79.00 168590 EHLERS EHLERS & ASSOCIATES INC 12/20/2018 0.00 480.00 168591 EXCFIR EXCELSIOR FIRE DISTRICT 12/20/2018 0.00 8,512.00 168592 FerrStev Steve Ferraro 12/20/2018 0.00 214.95 168593 FirSaf Fire Safety USA 12/20/2018 0.00 95.00 168594 GRABAR GRAYBAR 12/20/2018 0.00 383.52 168595 ICMART ICMA RETIREMENT AND TRUST-457 12/20/2018 0.00 1,445.83 168596 JMSCUS JMS CUSTOM HOMES LLC 12/20/2018 0.00 1,500.00 168597 LowVol Low Voltage Contractors, Inc. 12/20/2018 0.00 260.00 168598 NATSHO Natural Shore Technologies, Inc. 12/20/2018 0.00 14,767.50 168599 NAYMAR Naymark Marketing Inc 12/20/2018 0.00 100.00 168600 NEWSIG NEWMAN SIGNS INC 12/20/2018 0.00 204.22 168601 NHAHea NHA Heating & Air Conditioning Inc 12/20/2018 0.00 652.50 168602 NUTTDON Don Nutter 12/20/2018 0.00 1,504.24 168603 PitBow Pitney Bowes Inc. 12/20/2018 0.00 105.00 168604 RILPUR Riley Purgatory Bluff Creek Watershed District 12/20/2018 0.00 100,000.00 168605 SCONEL SCOTT NELSON COACHING INC 12/20/2018 0.00 375.00 168606 Senja Senja Inc 12/20/2018 0.00 179.20 168607 SOFHOU SOFTWARE HOUSE INTERNATIONAL 12/20/2018 0.00 2,385.00 168608 SOUSUB Southwest Suburban Publishing 12/20/2018 0.00 608.80 168609 JOESUI Joel Suiter 12/20/2018 0.00 250.00 168610 CONCOO The Construction Coordinators LLC 12/20/2018 0.00 250.00 168611 THECON THEIS CONSTRUCTION CO 12/20/2018 0.00 52,297.38 168612 TRAUCOMP Traut Companies 12/20/2018 0.00 8,162.50 168613 UPS UNITED PARCEL SERVICE 12/20/2018 0.00 66.03 168614 VIBTEC VIBRANT TECHNOLOGIES INC 12/20/2018 0.00 490.00 168615 VIKELE VIKING ELECTRIC SUPPLY 12/20/2018 0.00 46.32 168616 WINGRICH RICHARD WING 12/20/2018 0.00 100.00 168617 UB*01566 YOSEMITE HOLDINGS LLC 12/20/2018 0.00 6.86 168618 UB*01567 YOSEMITE HOLDINGS LLC 12/20/2018 0.00 4.49 168619 AE2SCON AE2S CONSTRUCTION LLC 12/27/2018 VOID 5,362.75 0.00 168620 AMEPUM American Pump Company 12/27/2018 0.00 76.50 168621 APAGRO APACHE GROUP 12/27/2018 0.00 714.06 168622 ASPEQU Aspen Equipment 12/27/2018 0.00 5,717.00 168623 UB*01571 RALPH & TRACY BATCHELOR 12/27/2018 0.00 69.61 168624 BAUBUI Bauer Built Inc 12/27/2018 0.00 1,295.10 168625 BENJFRAN Benjamin Franklin Plumbing 12/27/2018 0.00 5.25 168626 BLAZMARY Mary Blazanin 12/27/2018 0.00 9.82 168627 BORSTA BORDER STATES ELECTRIC SUPPLY 12/27/2018 0.00 131.40 168628 BRESTIM TIM BRESNAHAN 12/27/2018 0.00 83.10 168629 UB*01568 BURNET TITLE 12/27/2018 0.00 51.04 168630 UB*01579 BURNET TITLE 12/27/2018 0.00 19.76 168631 UB*01580 BURNET TITLE 12/27/2018 0.00 48.84 168632 UB*01589 BURNET TITLE 12/27/2018 0.00 49.24 168633 UB*01582 CAMBRIA TITLE TRUST ACCOUNT 12/27/2018 0.00 5.51 168634 UB*01587 CAMBRIA TITLE TRUST ACCT 12/27/2018 0.00 17.98 168635 UB*01584 CARVER COUNTY ABSTRACT & TITLE CO 12/27/2018 0.00 64.99 168636 UB*01570 CCA & T 12/27/2018 0.00 186.62 168637 CDWGOV CDW GOVERNMENT LLC 12/27/2018 0.00 820.00 168638 CONNPLUM Connelly Plumbing and Heating Inc 12/27/2018 0.00 127.20 168639 UB*01576 EDGEWATER TITLE GROUP 12/27/2018 0.00 34.40 168640 UB*01583 EXECUTIVE TITLE SERVICES 12/27/2018 0.00 7.95 168641 FerEnt Ferguson Enterprises, Inc. #1657 12/27/2018 0.00 4,017.00 168642 GolLak Golf Lakes Condos 12/27/2018 0.00 108,001.12 168643 KENGRA KENNEDY & GRAVEN, CHARTERED 12/27/2018 0.00 6,603.13 168644 KnowBe KnowBe4 Inc. 12/27/2018 0.00 861.92 Page 3 of 5 Check No Vendor No Vendor Name Check Date Void Checks Check Amount 168645 LANEQ1 Lano Equipment 12/27/2018 0.00 408.70 168646 LARSLORR LORRELLE LARSON 12/27/2018 0.00 66.25 168647 UB*01575 LIBERTY TITLE INC 12/27/2018 0.00 29.61 168648 MCKMED McKesson Medical-Surgical Inc 12/27/2018 0.00 306.28 168649 UB*01574 MIDLAND TITLE 12/27/2018 0.00 22.15 168650 UB*01586 MINNESOTA TITLE 12/27/2018 0.00 51.60 168651 UB*01581 NATIONAL SETTLEMENT TRUST ACCOUNT 12/27/2018 0.00 189.16 168652 PratChri Chris Pratley 12/27/2018 0.00 375.00 168653 RanChe Ranger Chevrolet Buick GMC 12/27/2018 0.00 28,425.86 168654 UB*01572 DEBORAH SCHENDEL 12/27/2018 0.00 6.01 168655 SIGNSO SIGNSOURCE 12/27/2018 0.00 67.50 168656 SOFHOU SOFTWARE HOUSE INTERNATIONAL 12/27/2018 0.00 2,468.00 168657 UB*01585 STEWART TITLE COMPANY 12/27/2018 0.00 74.41 168658 UB*01569 PATRICK & DOROTHY SUTTER 12/27/2018 0.00 171.36 168659 UB*01588 BRETT & ELIZABETH SWEEN 12/27/2018 0.00 18.36 168660 TFOFIN TFORCE FINAL MILE 12/27/2018 0.00 94.12 168661 UB*01577 TRADEMARK TITLE SERVICES INC 12/27/2018 0.00 120.91 168662 UB*01578 TRADEMARK TITLE SERVICES INC 12/27/2018 0.00 300.02 168663 WILSCO Williams Scotsman Inc 12/27/2018 0.00 5,506.68 168664 UB*01573 STEPHEN & KATHLEEN WITHROW 12/27/2018 0.00 199.40 168665 POST POSTMASTER 12/31/2018 0.00 651.28 168666 ALPAUR Alphagraphics Aurora #492 01/03/2019 0.00 159.82 168667 AMELEG AMERICAN LEGION-CHAN POST 580 01/03/2019 0.00 810.00 168668 AMEPUM American Pump Company 01/03/2019 0.00 1,221.82 168669 AMETIR AMERICAN TIRE DISTRIBUTORS INC 01/03/2019 0.00 1,115.10 168670 ASPEQU Aspen Equipment 01/03/2019 0.00 427.00 168671 BAUBUI Bauer Built Inc 01/03/2019 0.00 380.00 168672 BERCOF BERRY COFFEE COMPANY 01/03/2019 0.00 459.65 168673 BORSTA BORDER STATES ELECTRIC SUPPLY 01/03/2019 0.00 330.26 168674 BurkChar Charlie Burke 01/03/2019 0.00 312.03 168675 CARCUS Carter Custom Const & Fp, Inc 01/03/2019 0.00 12.23 168676 EmbMinn CENTURYLINK 01/03/2019 0.00 1,839.19 168677 CooSys Cooling System Services, LLC 01/03/2019 0.00 1,050.00 168678 CORMAI CORE & MAIN LP 01/03/2019 0.00 240.00 168679 FACMOT FACTORY MOTOR PARTS COMPANY 01/03/2019 0.00 539.07 168680 FerEnt Ferguson Enterprises, Inc. #1657 01/03/2019 0.00 57.98 168681 FLOTOT FLOYD TOTAL SECURITY 01/03/2019 0.00 28.50 168682 GRABAR GRAYBAR 01/03/2019 0.00 541.44 168683 HEINROBE ROBERT HEINEN 01/03/2019 0.00 127.13 168684 HYDPOW Hydra Power Hydraulics Inc 01/03/2019 0.00 75.04 168685 JWPEP JW PEPPER & SON INC 01/03/2019 0.00 91.45 168686 KRISEng KRIS Engineering, Inc. 01/03/2019 0.00 2,082.44 168687 LANEQ1 Lano Equipment 01/03/2019 0.00 179.00 168688 MetGar Metro Garage Door Company 01/03/2019 0.00 922.91 168689 NORPOW NORTHWESTERN POWER EQUIP CO 01/03/2019 0.00 1,004.79 168690 RilPur Riley Purgatory Bluff Creek Watershed District 01/03/2019 0.00 99,091.00 168691 SABIDEAN DEAN SABINSKE 01/03/2019 0.00 182.83 168692 SCHUBRUC Bruce Schultz 01/03/2019 0.00 250.00 168693 SHEWIL SHERWIN WILLIAMS 01/03/2019 0.00 8.82 168694 SIEGCHAR CHARLES SIEGLE 01/03/2019 0.00 362.90 168695 SIGNSO SIGNSOURCE 01/03/2019 0.00 527.00 168696 SpeScr Spectrum Screen Printing Inc 01/03/2019 0.00 345.35 168697 TayEle Taylor Electric Company, LLC 01/03/2019 0.00 820.00 168698 GooCom The Goodyear Tire & Rubber Company 01/03/2019 0.00 4,140.00 168699 VeoEnv Veolia Environmental Services 01/03/2019 0.00 237.09 168700 YangJian Jian Yang 01/03/2019 0.00 25.00 168701 ALLSTR ALLSTREAM 01/03/2019 0.00 490.84 168702 ASCAP ASCAP 01/03/2019 0.00 357.00 168703 BCATRA BCA 01/03/2019 0.00 30.00 Page 4 of 5 Check No Vendor No Vendor Name Check Date Void Checks Check Amount 168704 CABFEV CABIN FEVER SPORTING GOODS 01/03/2019 0.00 1,907.62 168705 HARTLIFE Hartford Life and Accident Insurance Company 01/03/2019 0.00 1,030.15 168706 ICMART ICMA RETIREMENT AND TRUST-457 01/03/2019 0.00 1,466.59 168707 Loc49 IUOE Local #49 01/03/2019 0.00 735.00 168708 LEAINS LEAGUE OF MN CITIES INS TRUST 01/03/2019 0.00 54,283.00 168709 NCPERS MN NCPERS LIFE INSURANCE 01/03/2019 0.00 64.00 168710 MWOA MN Wastewater Operator Assn 01/03/2019 0.00 25.00 168711 SESAC SESAC 01/03/2019 0.00 438.00 168712 STAMIN STATE OF MINNESOTA 01/03/2019 0.00 80.00 Report Total:5,362.75 1,701,806.15 Page 5 of 5 Accounts Payable Checks by Date - Summary by Check User: dwashburn Printed: 1/4/2019 1:57 PM Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH 3DSPE 3D SPECIALTIES 12/06/2018 0.00 664.63 ACH ACTMIN ACTA MINNESOTA-JEFF ENGEL 12/06/2018 0.00 2,000.00 ACH ADAPES ADAM'S PEST CONTROL INC 12/06/2018 0.00 375.00 ACH CCPNIM CCP NI MASTER TENANT 4 LLC 12/06/2018 0.00 4,185.03 ACH FASCOM FASTENAL COMPANY 12/06/2018 0.00 572.94 ACH FergEnte Ferguson Waterworks #2516 12/06/2018 0.00 1,226.44 ACH GOPSTA GOPHER STATE ONE-CALL INC 12/06/2018 0.00 298.35 ACH HAWCHE HAWKINS CHEMICAL 12/06/2018 0.00 370.00 ACH HeaStr Health Strategies 12/06/2018 0.00 373.00 ACH ImaTre ImageTrend, Inc 12/06/2018 0.00 247.20 ACH InnOff Innovative Office Solutions LLC 12/06/2018 0.00 80.48 ACH JOHSUP JOHNSTONE SUPPLY 12/06/2018 0.00 47.25 ACH AlHiJuli Juli Al-Hilwani 12/06/2018 0.00 431.25 ACH kidplu Kidd Plumbing Inc 12/06/2018 0.00 297.50 ACH KIMHOR KIMLEY HORN AND ASSOCIATES INC 12/06/2018 0.00 4,152.50 ACH MatTri Matheson Tri-Gas, Inc. 12/06/2018 0.00 154.03 ACH MERACE MERLINS ACE HARDWARE 12/06/2018 0.00 1,527.62 ACH METFOR METROPOLITAN FORD 12/06/2018 0.00 73.01 ACH MinPum Minnesota Pump Works 12/06/2018 0.00 43,684.54 ACH MVEC MN VALLEY ELECTRIC COOP 12/06/2018 0.00 6,328.64 ACH OREAUT O'Reilly Automotive Inc 12/06/2018 0.00 5.87 ACH PioEng Pioneer Engineering, P.A. 12/06/2018 0.00 565.00 ACH PIORIM PIONEER RIM & WHEEL CO. 12/06/2018 0.00 71.38 ACH PotMN Potentia MN Solar 12/06/2018 0.00 6,250.05 ACH PRARES PRAIRIE RESTORATIONS INC 12/06/2018 0.00 1,915.00 ACH PREMRM PRECISE MRM LLC 12/06/2018 0.00 158.03 ACH DaniReem Reem Danial 12/06/2018 0.00 319.20 ACH SPSCOM SPS COMPANIES INC 12/06/2018 0.00 6,714.18 ACH SRFCON SRF CONSULTING GROUP INC 12/06/2018 0.00 3,904.23 ACH DAHLTERR TERRY DAHL 12/06/2018 0.00 514.00 ACH UNIWAY UNITED WAY 12/06/2018 0.00 28.40 ACH VERIZO VERIZON WIRELESS 12/06/2018 0.00 4,300.27 ACH WMMUE WM MUELLER & SONS INC 12/06/2018 0.00 1,416.67 ACH WSB WSB & ASSOCIATES INC 12/06/2018 0.00 11,829.50 ACH XCEL XCEL ENERGY INC 12/06/2018 0.00 20,114.55 ACH 3DSPE 3D SPECIALTIES 12/13/2018 0.00 132.49 ACH A1ELE A-1 ELECTRIC SERVICE 12/13/2018 0.00 2,255.76 ACH CAMKNU CAMPBELL KNUTSON 12/13/2018 0.00 17,855.05 ACH carcou Carver County 12/13/2018 0.00 9,194.17 ACH COMINT COMPUTER INTEGRATION TECHN. 12/13/2018 0.00 18,635.62 ACH CORMEC CORPORATE MECHANICAL 12/13/2018 0.00 485.50 ACH FASCOM FASTENAL COMPANY 12/13/2018 0.00 92.03 ACH FergEnte Ferguson Waterworks #2516 12/13/2018 0.00 1,020.40 ACH FORAME FORCE AMERICA INC 12/13/2018 0.00 1,071.95 ACH gmhasp GMH ASPHALT CORP 12/13/2018 0.00 164,584.54 ACH ImpPor IMPERIAL PORTA PALACE 12/13/2018 0.00 832.50 ACH INDLAN Indoor Landscapes Inc 12/13/2018 0.00 187.00 Page 1 of 4 Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH innoff Innovative Office Solutions LLC 12/13/2018 0.00 119.25 ACH KATFUE KATH FUEL OIL SERVICE 12/13/2018 0.00 17,818.18 ACH LitBli Little Blind Spot 12/13/2018 0.00 140.00 ACH LymLum LYMAN LUMBER 12/13/2018 0.00 63.44 ACH MARCO Marco Inc 12/13/2018 0.00 1,032.75 ACH METCO Metropolitan Council, Env Svcs 12/13/2018 0.00 36,902.25 ACH MinEqu Minnesota Equipment 12/13/2018 0.00 939.53 ACH mnlabo MN DEPT OF LABOR AND INDUSTRY 12/13/2018 0.00 3,150.80 ACH MUNCOD MUNICIPAL CODE CORPORATION 12/13/2018 0.00 350.00 ACH napa NAPA AUTO & TRUCK PARTS 12/13/2018 0.00 1,067.14 ACH NusEqu Nuss Truck & Equipment 12/13/2018 0.00 490.20 ACH prewat Premium Waters, Inc 12/13/2018 0.00 11.30 ACH Southwes Southwest Metro Chamber of Commerce 12/13/2018 0.00 820.00 ACH SPSCOM SPS COMPANIES INC 12/13/2018 0.00 136.35 ACH wmmue WM MUELLER & SONS INC 12/13/2018 0.00 732.65 ACH WSB WSB & ASSOCIATES INC 12/13/2018 0.00 936.00 ACH WWGRA WW GRAINGER INC 12/13/2018 0.00 924.75 ACH Ziegle ZIEGLER INC 12/13/2018 0.00 1,520.58 ACH Z-ACRSTR Across the Street Productions 12/17/2018 0.00 365.75 ACH Z-ADOBE Adobe 12/17/2018 0.00 128.84 ACH Z-ALLFUS Allfuses.com 12/17/2018 0.00 88.00 ACH Z-AMAZON Amazon 12/17/2018 0.00 4,450.32 ACH Z-AMELEG American Legion 12/17/2018 0.00 15.29 ACH Z-AMEPLA American Planning Association 12/17/2018 0.00 95.00 ACH Z-AXELS Axels 12/17/2018 0.00 43.00 ACH Z-BESBUY Best Buy 12/17/2018 0.00 43.00 ACH Z-BUYCHA Buy Chanhassen 12/17/2018 0.00 60.00 ACH Z-CAPSUR Capital Surveying Supplies 12/17/2018 0.00 666.47 ACH Z-CARCOU Carver County Environmental Center 12/17/2018 0.00 158.26 ACH Z-CROPIN Crooked Pint 12/17/2018 0.00 82.00 ACH Z-CUBFOO Cub Foods 12/17/2018 0.00 368.67 ACH Z-CUTRAT CutRateBatteries.com 12/17/2018 0.00 117.32 ACH Z-DMVCHE DMVCheatSheets.com 12/17/2018 0.00 19.95 ACH Z-DOMINO Domino's Pizza 12/17/2018 0.00 119.47 ACH Z-DSI DSI 12/17/2018 0.00 21.00 ACH Z-EDDBAU Eddie Bauer 12/17/2018 0.00 115.37 ACH Z-EMERES Emergency Responder Products LLC 12/17/2018 0.00 151.99 ACH Z-FEDEX FedEx Office 12/17/2018 0.00 24.84 ACH Z-GALLS Galls LLC 12/17/2018 0.00 68.72 ACH Z-HACCOM Hach Company 12/17/2018 0.00 297.81 ACH Z-HALCOM Hallock Company 12/17/2018 0.00 96.77 ACH Z-HODPRO Hodge Products Inc 12/17/2018 0.00 449.07 ACH Z-HOLSTA Holiday Stationstore 12/17/2018 0.00 67.00 ACH Z-HOMDEP Home Depot 12/17/2018 0.00 2,018.58 ACH Z-HOULIH Houlihan's 12/17/2018 0.00 226.15 ACH Z-HYVEE Hy-Vee 12/17/2018 0.00 47.50 ACH Z-IDVILL Idville 12/17/2018 0.00 203.70 ACH Z-INTPOW Interstate Powersystems 12/17/2018 0.00 265.99 ACH Z-LOGME LogMeIn Inc 12/17/2018 0.00 375.80 ACH Z-MCMCAR McMaster-Carr 12/17/2018 0.00 214.65 ACH Z-MENARD Menards 12/17/2018 0.00 270.94 ACH Z-MILFLE Mills Fleet Farm 12/17/2018 0.00 386.36 ACH Z-MNSTA Minnesota State Colleges and Universities 12/17/2018 0.00 575.00 ACH Z-MNBFTE MN Board of Firefighter Training & Education 12/17/2018 0.00 350.00 ACH Z-NETSOL Network Solutions 12/17/2018 0.00 89.97 ACH Z-NOOCOM Noodles & Company 12/17/2018 0.00 118.11 ACH Z-NORAME North American Safety 12/17/2018 0.00 94.00 Page 2 of 4 Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH Z-NOVLIG NoveltyLights.com 12/17/2018 0.00 1,774.69 ACH Z-OFFMAX Office Max/Office Depot 12/17/2018 0.00 149.97 ACH Z-PARCIT Party City 12/17/2018 0.00 58.54 ACH Z-PASTER Pasternack 12/17/2018 0.00 528.11 ACH Z-POTBEL Potbelly Sandwich Shop 12/17/2018 0.00 1,347.44 ACH Z-PREZI Prezi 12/17/2018 0.00 228.00 ACH Z-REDWIN Red Wing Store 12/17/2018 0.00 319.99 ACH Z-REVDAN Revolution Dancewear 12/17/2018 0.00 1,835.00 ACH Z-ROTCLU Rotary Club 12/17/2018 0.00 106.00 ACH Z-SAMCLU Sam's Club 12/17/2018 0.00 270.88 ACH Z-SENLAN Sensible Land Use Coalition 12/17/2018 0.00 96.00 ACH Z-SLIWRA Slick Wraps 12/17/2018 0.00 27.97 ACH Z-SOUMET Southwest Metro Chamber of Commerce 12/17/2018 0.00 120.00 ACH Z-TARGET Target 12/17/2018 0.00 557.15 ACH Z-THEGAR The Garden By The Woods 12/17/2018 0.00 37.19 ACH Z-UOFM U of M Contlearning 12/17/2018 0.00 785.00 ACH Z-USABLU USABlueBook 12/17/2018 0.00 479.10 ACH Z-WALMAR Wal-Mart 12/17/2018 0.00 94.75 ACH Z-WEISSM WEISSMAN 12/17/2018 0.00 6,856.90 ACH Z-WWGRAI WW Grainger 12/17/2018 0.00 679.34 ACH Z-ZINIO Zinio 12/17/2018 0.00 19.99 ACH AdvEng Advanced Engineering & Environmental Services, Inc 12/20/2018 0.00 9,120.66 ACH BRAINT BRAUN INTERTEC CORPORATION 12/20/2018 0.00 15,524.00 ACH CAMBAR CAMPION BARROW & ASSOCIATES 12/20/2018 0.00 425.00 ACH CARSWC CARVER SWCD 12/20/2018 0.00 880.00 ACH CenBus Centro Print Solutions 12/20/2018 0.00 257.84 ACH COMINT COMPUTER INTEGRATION TECHN. 12/20/2018 0.00 1,351.86 ACH CRYINF Crystal Infosystems LLC 12/20/2018 0.00 1,342.52 ACH DelDen Delta Dental 12/20/2018 0.00 2,317.30 ACH LaufDenn Dennis Laufenburger 12/20/2018 0.00 335.72 ACH ENGWAT Engel Water Testing Inc 12/20/2018 0.00 500.00 ACH EnvSer EnviroTech Services Inc. 12/20/2018 0.00 1,020.00 ACH FASCOM FASTENAL COMPANY 12/20/2018 0.00 61.83 ACH Avesis Fidelity Security Life 12/20/2018 0.00 170.59 ACH HAWCHE HAWKINS CHEMICAL 12/20/2018 0.00 1,050.00 ACH HOIKOE HOISINGTON KOEGLER GROUP 12/20/2018 0.00 1,757.50 ACH InnOff Innovative Office Solutions LLC 12/20/2018 0.00 45.54 ACH JEFFIR JEFFERSON FIRE SAFETY INC 12/20/2018 0.00 6,563.70 ACH AlHiJuli Juli Al-Hilwani 12/20/2018 0.00 146.25 ACH KATFUE KATH FUEL OIL SERVICE 12/20/2018 0.00 1,156.20 ACH KIMHOR KIMLEY HORN AND ASSOCIATES INC 12/20/2018 0.00 35,410.99 ACH MRPA MN RECREATION & PARK ASSOC. 12/20/2018 0.00 100.00 ACH MVEC MN VALLEY ELECTRIC COOP 12/20/2018 0.00 227.21 ACH PIOENG Pioneer Engineering, P.A. 12/20/2018 0.00 8,475.00 ACH PRARES PRAIRIE RESTORATIONS INC 12/20/2018 0.00 682.27 ACH ALJASHAR SHARMIN AL-JAFF 12/20/2018 0.00 84.22 ACH SPRPCS SPRINT PCS 12/20/2018 0.00 103.44 ACH STRGUA STRATOGUARD LLC 12/20/2018 0.00 160.00 ACH SunLif Sun Life Financial 12/20/2018 0.00 1,456.80 ACH UNIWAY UNITED WAY 12/20/2018 0.00 28.40 ACH WSB WSB & ASSOCIATES INC 12/20/2018 0.00 20,808.25 ACH XCEL XCEL ENERGY INC 12/20/2018 0.00 1,221.08 ACH AdvEng Advanced Engineering & Environmental Services, Inc 12/27/2018 0.00 7,034.36 ACH CARSWC CARVER SWCD 12/27/2018 0.00 3,025.00 ACH CheCra Chef Craig's Catering 12/27/2018 0.00 1,090.13 ACH CLASAF CLAREY'S SAFETY EQUIPMENT INC 12/27/2018 0.00 125.00 ACH ColLif Colonial Life & Accident Insurance Co 12/27/2018 0.00 202.08 Page 3 of 4 Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH FASCOM FASTENAL COMPANY 12/27/2018 0.00 16.14 ACH HAWCHE HAWKINS CHEMICAL 12/27/2018 0.00 10,809.64 ACH JOHSUP JOHNSTONE SUPPLY 12/27/2018 0.00 206.18 ACH MasEle Master Electric Co. Inc. 12/27/2018 0.00 1,683.00 ACH NAPA NAPA AUTO & TRUCK PARTS 12/27/2018 0.00 61.85 ACH NLSPro NLSC Products Inc 12/27/2018 0.00 17.00 ACH NusEqu Nuss Truck & Equipment 12/27/2018 0.00 253.62 ACH OPG-3 OPG-3, Inc 12/27/2018 0.00 3,300.00 ACH QUAFLO Quality Flow Systems Inc 12/27/2018 0.00 2,713.00 ACH RICLAK RICE LAKE CONSTRUCTION GROUP 12/27/2018 0.00 157,051.93 ACH SafVeh Safety Vehicle Solutions 12/27/2018 0.00 100.00 ACH SNATOO SNAP-ON INDUSTRIAL 12/27/2018 0.00 327.56 ACH UniAth Universal Athletic Services, Inc. 12/27/2018 0.00 53.97 ACH XCEL XCEL ENERGY INC 12/27/2018 0.00 14,454.96 ACH ZEEMED ZEE MEDICAL SERVICE 12/27/2018 0.00 84.00 ACH ACCELA ACCELA, INC #774375 01/03/2019 0.00 43,331.67 ACH ADAPES ADAM'S PEST CONTROL INC 01/03/2019 0.00 125.00 ACH AdvEng Advanced Engineering & Environmental Services, Inc 01/03/2019 0.00 5,362.75 ACH AFLAC American Family Life Assurance Company of Columbus 01/03/2019 0.00 39.78 ACH BATPLU BATTERIES PLUS 01/03/2019 0.00 66.84 ACH carcou Carver County 01/03/2019 0.00 4,090.27 ACH PedrChri Christine Lea Pedretti 01/03/2019 0.00 703.30 ACH CORMEC CORPORATE MECHANICAL 01/03/2019 0.00 1,099.40 ACH FASCOM FASTENAL COMPANY 01/03/2019 0.00 26.56 ACH FergEnte Ferguson Waterworks #2516 01/03/2019 0.00 372.16 ACH FORAME FORCE AMERICA INC 01/03/2019 0.00 1,336.64 ACH FROPRE FRONTIER PRECISION INC. 01/03/2019 0.00 221.00 ACH GOPSTA GOPHER STATE ONE-CALL INC 01/03/2019 0.00 112.05 ACH InnOff Innovative Office Solutions LLC 01/03/2019 0.00 375.43 ACH KIMHOR KIMLEY HORN AND ASSOCIATES INC 01/03/2019 0.00 43,942.21 ACH MRPA MN RECREATION & PARK ASSOC. 01/03/2019 0.00 595.00 ACH MVEC MN VALLEY ELECTRIC COOP 01/03/2019 0.00 6,795.28 ACH NAPA NAPA AUTO & TRUCK PARTS 01/03/2019 0.00 484.67 ACH NeeFou Neenah Foundry Company Municipal 01/03/2019 0.00 174.00 ACH OPG-3 OPG-3, Inc 01/03/2019 0.00 2,781.21 ACH RBMSER RBM SERVICES INC 01/03/2019 0.00 6,849.00 ACH RBMSER RBM SERVICES INC 01/03/2019 0.00 4,734.94 ACH SPSCOM SPS COMPANIES INC 01/03/2019 0.00 54.94 ACH SPSSLP SPS Companies Inc 01/03/2019 0.00 119.86 ACH SRFCON SRF CONSULTING GROUP INC 01/03/2019 0.00 156.06 ACH TCIInc TCIC, Inc. 01/03/2019 0.00 72.00 ACH UNIWAY UNITED WAY 01/03/2019 0.00 29.40 ACH USABLU USA BLUE BOOK 01/03/2019 0.00 286.55 ACH VERIZO VERIZON WIRELESS 01/03/2019 0.00 4,109.33 ACH WatCon Water Conservation Services, Inc. 01/03/2019 0.00 417.26 ACH WSB WSB & ASSOCIATES INC 01/03/2019 0.00 24,489.75 ACH XCEL XCEL ENERGY INC 01/03/2019 0.00 36,460.76 Report Total: 0.00 943,629.25 Page 4 of 4 Accounts Payable Check Detail-Checks User: dwashburn Printed: 01/04/2019 - 2:10 PM Name Check D Account Description Amount Across The Street Productions 12/20/2018 101-1220-4370 New Blue Card Online Training Subscription-Frisbie 365.75 Across The Street Productions 365.75 ALLSTREAM 12/06/2018 101-1160-4300 phone system maintenance 1/18/19-2/17/19 490.84 ALLSTREAM 01/03/2019 101-1160-4300 Phone system maintenance 2/18/19-3/17/19 490.84 ALLSTREAM 981.68 Alphagraphics Aurora #492 01/03/2019 101-1320-4340 Leave Requests 159.82 Alphagraphics Aurora #492 159.82 AMERICAN LEGION-CHAN POST 580 01/03/2019 101-1180-4370 Election Lunch - Chicken 810.00 AMERICAN LEGION-CHAN POST 580 810.00 American Pressure Inc 12/20/2018 101-1370-4510 Float Valve Plunger Kit 65.64 American Pressure Inc 65.64 American Pump Company 12/27/2018 700-0000-4552 Repair Flygt Ready 8 76.50 American Pump Company 01/03/2019 700-0000-4530 Repair Flygt Ready8 - Seal, Labor 347.20 American Pump Company 01/03/2019 700-0000-4530 Repair Flygt Ready8 - Labor, Supplies 76.50 American Pump Company 01/03/2019 700-0000-4530 Discharge Hose, Clamp 798.12 American Pump Company 1,298.32 AMERICAN TIRE DISTRIBUTORS INC 01/03/2019 101-1320-4140 Iron Regional Steer 358.62 AMERICAN TIRE DISTRIBUTORS INC 01/03/2019 700-0000-4140 Iron Regional OSD 756.48 AMERICAN TIRE DISTRIBUTORS INC 1,115.10 APACHE GROUP 12/27/2018 101-1170-4150 Toilet Tissue, Paper Towels 714.06 APACHE GROUP 714.06 ASCAP 01/03/2019 101-1530-4300 2019 License Fee 357.00 ASCAP 357.00 Aspen Equipment 12/20/2018 101-1550-4120 Pivot bar kit, Pin kit 422.14 Aspen Equipment 12/27/2018 400-4120-4704 Western 8'6" Pro Plus Series Steel 5,717.00 Aspen Equipment 01/03/2019 101-1550-4140 Module Kit 141.00 Aspen Equipment 01/03/2019 101-1550-4120 Back Dr 8.5 Steel 286.00 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 1 of 20 Name Check D Account Description Amount Aspen Equipment 6,566.14 ASPEN MILLS 12/13/2018 101-1220-4240 Tie Navy Clips 143.41 ASPEN MILLS 12/20/2018 101-1220-4240 Shirt, patches, tab 102.91 ASPEN MILLS 12/20/2018 101-1220-4240 Coat, Shirt, Patches 540.25 ASPEN MILLS 12/20/2018 101-1220-4240 Coat, Shirt, Patches, Pants 589.35 ASPEN MILLS 1,375.92 Baker Ryan 12/20/2018 101-1250-3306 Cancelled permit #2018-03368 30.00 Baker Ryan 12/20/2018 101-0000-2022 Cancelled permit #2018-03368 0.25 Baker Ryan 30.25 BARBER CONSTRUCTION COMPANY INC 12/06/2018 601-6042-4751 Lake Susan Trail Rehabilitation 30,661.25 BARBER CONSTRUCTION COMPANY INC 30,661.25 BATCHELOR RALPH & TRACY 12/27/2018 700-0000-2020 Refund Check 24.33 BATCHELOR RALPH & TRACY 12/27/2018 701-0000-2020 Refund Check 37.21 BATCHELOR RALPH & TRACY 12/27/2018 720-0000-2020 Refund Check 5.73 BATCHELOR RALPH & TRACY 12/27/2018 700-0000-2020 Refund Check 2.34 BATCHELOR RALPH & TRACY 69.61 Bauer Built Inc 12/27/2018 101-1320-4140 11R225 PXDS2+ STK 88.18 Bauer Built Inc 12/27/2018 101-1320-4140 11R225 PXDS2+ STK 1,206.92 Bauer Built Inc 01/03/2019 101-1320-4120 ST23580R16 E Power ST2 TRL 124L 380.00 Bauer Built Inc 1,675.10 BCA 12/06/2018 101-1120-4300 Background investigation 15.00 BCA 01/03/2019 101-1120-4300 Background investigation 30.00 BCA 45.00 BCBSM, Inc.12/13/2018 101-0000-2012 December insurance - Family 45,931.04 BCBSM, Inc.12/13/2018 101-0000-2012 December insurance - Family - cobra 3,777.88 BCBSM, Inc.12/13/2018 701-0000-2021 December insurance - Family 5,062.37 BCBSM, Inc.12/13/2018 700-0000-2012 December insurance - Family 6,951.29 BCBSM, Inc.12/13/2018 720-0000-2012 December insurance - Family 7,747.60 BCBSM, Inc.12/13/2018 101-0000-2012 December insurance - Single 21,730.72 BCBSM, Inc.12/13/2018 101-0000-2012 December insurance - Single - Cobra 755.81 BCBSM, Inc.12/13/2018 210-0000-2012 December insurance - Single 944.76 BCBSM, Inc.12/13/2018 700-0000-2012 December insurance - Single 2,172.95 BCBSM, Inc.12/13/2018 701-0000-2012 December insurance - Single 1,417.14 BCBSM, Inc.12/13/2018 720-0000-2012 December insurance - Single -1,323.84 BCBSM, Inc.12/13/2018 101-1220-4483 December insurance - Firefighter EAP 50.60 BCBSM, Inc. 95,218.32 BENIEK PROPERTY SERVICES INC 12/13/2018 101-1550-4300 Snowplowing - 11/28 465.00 BENIEK PROPERTY SERVICES INC 12/13/2018 101-1550-4300 fall clean up services 275.00 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 2 of 20 Name Check D Account Description Amount BENIEK PROPERTY SERVICES INC 740.00 Benjamin Franklin Plumbing 12/27/2018 101-0000-2033 Refund plan review fee for permit# 2018-03426 5.25 Benjamin Franklin Plumbing 5.25 BERG GARY 12/13/2018 101-1550-4240 boots 90.31 BERG GARY 90.31 BERRY COFFEE COMPANY 12/06/2018 101-1170-4110 Coffee 75.36 BERRY COFFEE COMPANY 12/06/2018 101-1170-4110 Coffee 592.86 BERRY COFFEE COMPANY 12/13/2018 101-1170-4110 Coffee 37.68 BERRY COFFEE COMPANY 01/03/2019 101-1170-4110 Coffee 75.36 BERRY COFFEE COMPANY 01/03/2019 101-1170-4110 Coffee 384.29 BERRY COFFEE COMPANY 1,165.55 Blazanin Mary 12/27/2018 101-1520-4370 Sr Ctr Advisory Board meeting breakfast 9.82 Blazanin Mary 9.82 BORDER STATES ELECTRIC SUPPLY 12/06/2018 101-1190-4510 Lamps 172.80 BORDER STATES ELECTRIC SUPPLY 12/13/2018 101-1170-4510 Wall plates 16.71 BORDER STATES ELECTRIC SUPPLY 12/27/2018 101-1190-4510 Lamps 86.40 BORDER STATES ELECTRIC SUPPLY 12/27/2018 101-1190-4510 Lamps 236.16 BORDER STATES ELECTRIC SUPPLY 12/27/2018 101-1190-4510 credit Lamps -191.16 BORDER STATES ELECTRIC SUPPLY 01/03/2019 101-1220-4510 Lamps, Ballast 330.26 BORDER STATES ELECTRIC SUPPLY 651.17 BRESNAHAN TIM 12/27/2018 101-1320-4240 Clothing reimbursement - Jeans 83.10 BRESNAHAN TIM 83.10 BRYAN ROCK PRODUCTS INC 12/13/2018 101-1320-4150 CL-2 Rip Rap (4"-12") Yard 1,099.20 BRYAN ROCK PRODUCTS INC 1,099.20 Buelow Natalie 12/06/2018 815-8202-2024 Erosion Escrow - 2399 Longacres Drive 500.00 Buelow Natalie 500.00 Burke Charlie 01/03/2019 101-1320-4240 Clothing reimbursement - jeans, shirts, jackets 312.03 Burke Charlie 312.03 BURNET TITLE 12/06/2018 700-0000-2020 Refund Check 120.44 BURNET TITLE 12/06/2018 701-0000-2020 Refund Check 86.93 BURNET TITLE 12/06/2018 720-0000-2020 Refund Check 13.09 BURNET TITLE 12/06/2018 700-0000-2020 Refund Check 2.31 BURNET TITLE 12/06/2018 700-0000-2020 Refund Check 11.39 BURNET TITLE 12/06/2018 701-0000-2020 Refund Check 22.77 BURNET TITLE 12/06/2018 720-0000-2020 Refund Check 8.32 BURNET TITLE 12/06/2018 700-0000-2020 Refund Check 1.46 BURNET TITLE 12/06/2018 700-0000-2020 Refund Check 6.76 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 3 of 20 Name Check D Account Description Amount BURNET TITLE 12/06/2018 701-0000-2020 Refund Check 15.43 BURNET TITLE 12/06/2018 720-0000-2020 Refund Check 1.96 BURNET TITLE 12/06/2018 700-0000-2020 Refund Check 0.35 BURNET TITLE 12/06/2018 700-0000-2020 Refund Check 10.08 BURNET TITLE 12/06/2018 701-0000-2020 Refund Check 16.21 BURNET TITLE 12/06/2018 720-0000-2020 Refund Check 2.83 BURNET TITLE 12/06/2018 700-0000-2020 Refund Check 0.50 BURNET TITLE 12/27/2018 700-0000-2020 Refund Check 0.52 BURNET TITLE 12/27/2018 700-0000-2020 Refund Check 27.39 BURNET TITLE 12/27/2018 701-0000-2020 Refund Check 20.16 BURNET TITLE 12/27/2018 720-0000-2020 Refund Check 2.97 BURNET TITLE 12/27/2018 700-0000-2020 Refund Check 11.07 BURNET TITLE 12/27/2018 701-0000-2020 Refund Check 6.79 BURNET TITLE 12/27/2018 720-0000-2020 Refund Check 1.62 BURNET TITLE 12/27/2018 700-0000-2020 Refund Check 0.28 BURNET TITLE 12/27/2018 700-0000-2020 Refund Check 31.24 BURNET TITLE 12/27/2018 701-0000-2020 Refund Check 14.39 BURNET TITLE 12/27/2018 720-0000-2020 Refund Check 2.73 BURNET TITLE 12/27/2018 700-0000-2020 Refund Check 0.48 BURNET TITLE 12/27/2018 701-0000-2020 Refund Check 31.45 BURNET TITLE 12/27/2018 720-0000-2020 Refund Check 1.18 BURNET TITLE 12/27/2018 700-0000-2020 Refund Check 2.39 BURNET TITLE 12/27/2018 700-0000-2020 Refund Check 14.22 BURNET TITLE 489.71 BURNS ROBERT 12/06/2018 700-0000-2020 Refund Check 27.66 BURNS ROBERT 12/06/2018 701-0000-2020 Refund Check 44.64 BURNS ROBERT 12/06/2018 720-0000-2020 Refund Check 11.22 BURNS ROBERT 12/06/2018 700-0000-2020 Refund Check 1.98 BURNS ROBERT 85.50 CABIN FEVER SPORTING GOODS 01/03/2019 101-1611-4130 2019 Feb Fest Fishing Prizes 1,907.62 CABIN FEVER SPORTING GOODS 1,907.62 CAMBRIA TITLE TRUST ACCOUNT 12/27/2018 720-0000-2020 Refund Check 1.88 CAMBRIA TITLE TRUST ACCOUNT 12/27/2018 700-0000-2020 Refund Check 1.38 CAMBRIA TITLE TRUST ACCOUNT 12/27/2018 701-0000-2020 Refund Check 1.92 CAMBRIA TITLE TRUST ACCOUNT 12/27/2018 700-0000-2020 Refund Check 0.33 CAMBRIA TITLE TRUST ACCOUNT 5.51 CAMBRIA TITLE TRUST ACCT 12/27/2018 701-0000-2020 Refund Check 5.96 CAMBRIA TITLE TRUST ACCT 12/27/2018 700-0000-2020 Refund Check 8.53 CAMBRIA TITLE TRUST ACCT 12/27/2018 720-0000-2020 Refund Check 2.96 CAMBRIA TITLE TRUST ACCT 12/27/2018 700-0000-2020 Refund Check 0.53 CAMBRIA TITLE TRUST ACCT 17.98 Carter Custom Const & Fp, Inc 01/03/2019 101-0000-2033 Refund permit# 2018-03463 no plan review fee needed 12.23 Carter Custom Const & Fp, Inc 12.23 CARVER COUNTY ABSTRACT & TITLE CO 12/27/2018 700-0000-2020 Refund Check 18.98 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 4 of 20 Name Check D Account Description Amount CARVER COUNTY ABSTRACT & TITLE CO 12/27/2018 701-0000-2020 Refund Check 39.81 CARVER COUNTY ABSTRACT & TITLE CO 12/27/2018 720-0000-2020 Refund Check 3.24 CARVER COUNTY ABSTRACT & TITLE CO 12/27/2018 700-0000-2020 Refund Check 2.96 CARVER COUNTY ABSTRACT & TITLE CO 64.99 CARVER COUNTY LICENSE CENTER 12/13/2018 101-1220-4140 #701 Registration 23.75 CARVER COUNTY LICENSE CENTER 23.75 CCA & T 12/06/2018 700-0000-2020 Refund Check 13.84 CCA & T 12/06/2018 701-0000-2020 Refund Check 13.22 CCA & T 12/06/2018 720-0000-2020 Refund Check 3.02 CCA & T 12/06/2018 700-0000-2020 Refund Check 0.92 CCA & T 12/27/2018 700-0000-2020 Refund Check 103.36 CCA & T 12/27/2018 701-0000-2020 Refund Check 65.92 CCA & T 12/27/2018 720-0000-2020 Refund Check 14.73 CCA & T 12/27/2018 700-0000-2020 Refund Check 2.61 CCA & T 217.62 CDW GOVERNMENT LLC 12/27/2018 400-4126-4703 Scanner, Canon DRM260 820.00 CDW GOVERNMENT LLC 820.00 CEMSTONE PRODUCTS CO 12/20/2018 701-0000-4510 Form Tube 24" Heavy Wall 38.50 CEMSTONE PRODUCTS CO 12/20/2018 701-0000-4530 9175 Eagle Ridge Rd - Foxwood 291.00 CEMSTONE PRODUCTS CO 329.50 CENTERPOINT ENERGY MINNEGASCO 12/06/2018 101-1170-4320 gas charges 692.71 CENTERPOINT ENERGY MINNEGASCO 12/06/2018 700-7043-4320 gas charges 1,092.63 CENTERPOINT ENERGY MINNEGASCO 12/06/2018 700-7019-4320 gas charges 296.42 CENTERPOINT ENERGY MINNEGASCO 12/06/2018 101-1550-4320 gas charges 201.42 CENTERPOINT ENERGY MINNEGASCO 12/06/2018 700-0000-4320 gas charges 1.75 CENTERPOINT ENERGY MINNEGASCO 12/06/2018 101-1190-4320 gas charges 941.09 CENTERPOINT ENERGY MINNEGASCO 12/13/2018 101-1370-4320 gas charges 951.07 CENTERPOINT ENERGY MINNEGASCO 12/13/2018 700-0000-4320 gas charges 118.88 CENTERPOINT ENERGY MINNEGASCO 12/13/2018 701-0000-4320 gas charges 118.88 CENTERPOINT ENERGY MINNEGASCO 12/20/2018 101-1220-4320 gas charges 454.12 CENTERPOINT ENERGY MINNEGASCO 12/20/2018 101-1530-4320 gas charges 180.56 CENTERPOINT ENERGY MINNEGASCO 12/20/2018 101-1120-4320 gas charges 28.45 CENTERPOINT ENERGY MINNEGASCO 5,077.98 CenturyLink 12/20/2018 700-0000-4310 monthly service - December 32.00 CenturyLink 12/20/2018 701-0000-4310 monthly service - December 32.00 CENTURYLINK 12/06/2018 101-1190-4310 phone charges 11/21-12/20 127.20 CENTURYLINK 12/06/2018 101-1540-4310 phone charges 11/21-12/20 95.40 CENTURYLINK 12/06/2018 700-0000-4310 phone charges 11/21-12/20 15.13 CENTURYLINK 12/06/2018 700-7019-4310 phone charges 11/21-12/20 210.27 CENTURYLINK 12/06/2018 701-0000-4310 phone charges 11/21-12/20 15.13 CENTURYLINK 12/06/2018 101-1160-4320 phone charges 11/21-12/20 250.00 CENTURYLINK 12/13/2018 101-1170-4310 phone charges 828.83 CENTURYLINK 12/13/2018 700-0000-4310 phone charges 6.36 CENTURYLINK 12/13/2018 701-0000-4310 phone charges 6.36 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 5 of 20 Name Check D Account Description Amount CENTURYLINK 12/13/2018 101-1550-4310 phone charges 30.04 CENTURYLINK 12/13/2018 101-1350-4310 phone charges 30.04 CENTURYLINK 12/13/2018 101-1220-4310 phone charges 33.04 CENTURYLINK 12/13/2018 101-1370-4310 phone charges 50.88 CENTURYLINK 12/13/2018 101-1160-4320 phone charges 125.00 CENTURYLINK 01/03/2019 101-1190-4310 phone charges 12/21-01/20 127.20 CENTURYLINK 01/03/2019 101-1540-4310 phone charges 12/21-01/20 95.40 CENTURYLINK 01/03/2019 700-0000-4310 phone charges 12/21-01/20 15.13 CENTURYLINK 01/03/2019 700-7019-4310 phone charges 12/21-01/20 210.27 CENTURYLINK 01/03/2019 701-0000-4310 phone charges 12/21-01/20 15.13 CENTURYLINK 01/03/2019 101-1160-4320 phone charges 12/21-01/20 250.00 CENTURYLINK 01/03/2019 101-1170-4310 phone charges 12/21-01/20 844.34 CENTURYLINK 01/03/2019 700-0000-4310 phone charges 12/21-01/20 6.36 CENTURYLINK 01/03/2019 701-0000-4310 phone charges 12/21-01/20 6.36 CENTURYLINK 01/03/2019 101-1550-4310 phone charges 12/21-01/20 30.04 CENTURYLINK 01/03/2019 101-1350-4310 phone charges 12/21-01/20 30.04 CENTURYLINK 01/03/2019 101-1220-4310 phone charges 12/21-01/20 33.04 CENTURYLINK 01/03/2019 101-1370-4310 phone charges 12/21-01/20 50.88 CENTURYLINK 01/03/2019 101-1160-4320 phone charges 12/21-01/20 125.00 CENTURYLINK 3,726.87 CHRISTIANS INC 12/13/2018 400-0000-4510 Clm#: LCM CP 70103 - Water Extraction/Axial fan air mover 1,069.65 CHRISTIANS INC 1,069.65 Connelly Plumbing and Heating Inc 12/27/2018 101-1250-3306 Refund permit # 2018-03332 67.20 Connelly Plumbing and Heating Inc 12/27/2018 101-1250-3305 Refund permit # 2018-03333 60.00 Connelly Plumbing and Heating Inc 127.20 Cooling System Services, LLC 12/13/2018 101-1320-4120 HD recore radiator 985.00 Cooling System Services, LLC 01/03/2019 101-1320-4120 Radiator - 2003 Elgin Sweeper 1,050.00 Cooling System Services, LLC 2,035.00 CORE & MAIN LP 01/03/2019 700-0000-4250 Ply Remote Wire, THK Rubber Mtr Washer 240.00 CORE & MAIN LP 240.00 CUB FOODS 12/20/2018 101-1220-4290 Vase, Willow tips, Lily 22.52 CUB FOODS 22.52 Culligan Bottled Water 12/20/2018 101-1220-4300 Dec 2018 equipment rental/water 79.00 Culligan Bottled Water 79.00 DON'S SOD SERVICE 12/13/2018 101-1550-4300 sod-Manchester Rd 3,244.90 DON'S SOD SERVICE 3,244.90 EDGEWATER TITLE GROUP 12/27/2018 700-0000-2020 Refund Check 11.35 EDGEWATER TITLE GROUP 12/27/2018 701-0000-2020 Refund Check 18.68 EDGEWATER TITLE GROUP 12/27/2018 720-0000-2020 Refund Check 3.71 EDGEWATER TITLE GROUP 12/27/2018 700-0000-2020 Refund Check 0.66 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 6 of 20 Name Check D Account Description Amount EDGEWATER TITLE GROUP 34.40 EHLERS & ASSOCIATES INC 12/20/2018 601-0000-4300 Franchise Fee Analysis through 11/30/18 480.00 EHLERS & ASSOCIATES INC 480.00 EPIC EVENT RENTAL 12/06/2018 101-1600-4130 Tree Lighting - Stage, Stage step 242.65 EPIC EVENT RENTAL 242.65 EXCELSIOR FIRE DISTRICT 12/20/2018 101-1220-4070 4th Quarter Fire Dept Admin Services 8,512.00 EXCELSIOR FIRE DISTRICT 8,512.00 EXECUTIVE TITLE SERVICES 12/27/2018 700-0000-2020 Refund Check 7.95 EXECUTIVE TITLE SERVICES 7.95 FACTORY MOTOR PARTS COMPANY 01/03/2019 101-1320-4140 DEL48A 88863825 C680 R140 203.24 FACTORY MOTOR PARTS COMPANY 01/03/2019 101-1550-4120 misc parts/supplies 182.37 FACTORY MOTOR PARTS COMPANY 01/03/2019 101-1550-4120 misc parts/supplies 68.17 FACTORY MOTOR PARTS COMPANY 01/03/2019 101-1550-4140 misc parts/supplies 85.29 FACTORY MOTOR PARTS COMPANY 539.07 FELLMAN JO 12/06/2018 700-0000-2020 Refund Check 4.56 FELLMAN JO 12/06/2018 701-0000-2020 Refund Check 3.65 FELLMAN JO 12/06/2018 720-0000-2020 Refund Check 1.37 FELLMAN JO 12/06/2018 700-0000-2020 Refund Check 0.24 FELLMAN JO 9.82 Ferguson Enterprises, Inc. #1657 12/27/2018 700-0000-4550 M18 1/2-2 FORCE LOGIC PRESS 3,199.99 Ferguson Enterprises, Inc. #1657 12/27/2018 700-7019-4530 misc parts/supplies 450.90 Ferguson Enterprises, Inc. #1657 12/27/2018 700-7019-4530 misc parts/supplies 235.37 Ferguson Enterprises, Inc. #1657 12/27/2018 700-7019-4530 misc parts/supplies 130.74 Ferguson Enterprises, Inc. #1657 01/03/2019 700-0000-4150 LF 3/4X3/4 BRZ PXP UNION 57.98 Ferguson Enterprises, Inc. #1657 4,074.98 Ferraro Steve 12/20/2018 101-1320-4240 Reimbursement - Work Boots 214.95 Ferraro Steve 214.95 Fire Safety USA 12/20/2018 101-1220-4140 Wheel Chock, Pike Pole 95.00 Fire Safety USA 95.00 FIRST AMERICAN TITLE INSURANCE 12/06/2018 701-0000-2020 Refund Check 49.74 FIRST AMERICAN TITLE INSURANCE 12/06/2018 720-0000-2020 Refund Check 14.47 FIRST AMERICAN TITLE INSURANCE 12/06/2018 700-0000-2020 Refund Check 83.39 FIRST AMERICAN TITLE INSURANCE 12/06/2018 700-0000-2020 Refund Check 2.55 FIRST AMERICAN TITLE INSURANCE 150.15 FLOYD TOTAL SECURITY 01/03/2019 101-1190-4510 Duplicate Key, Cut Key by code 28.50 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 7 of 20 Name Check D Account Description Amount FLOYD TOTAL SECURITY 28.50 Foote Doug 12/06/2018 101-1220-4370 EMR Training 695.00 Foote Doug 695.00 GFOA 12/13/2018 101-1130-4360 Membership Renewal - G Sticha 225.00 GFOA 225.00 Golf Lakes Condos 12/27/2018 815-8221-2024 Security escrow reduction-Arbor Glen 108,001.12 Golf Lakes Condos 108,001.12 GRAYBAR 12/20/2018 101-1350-4565 Electric Lighting 383.52 GRAYBAR 01/03/2019 101-1350-4120 General Electric Lighting 541.44 GRAYBAR 924.96 Hartford Life and Accident Insurance Company 12/06/2018 101-1120-4040 Dec 2018 insurance premium 69.45 Hartford Life and Accident Insurance Company 12/06/2018 101-1130-4040 Dec 2018 insurance premium 47.83 Hartford Life and Accident Insurance Company 12/06/2018 101-1160-4040 Dec 2018 insurance premium 24.74 Hartford Life and Accident Insurance Company 12/06/2018 101-1250-4040 Dec 2018 insurance premium 88.60 Hartford Life and Accident Insurance Company 12/06/2018 101-1310-4040 Dec 2018 insurance premium 94.70 Hartford Life and Accident Insurance Company 12/06/2018 101-1320-4040 Dec 2018 insurance premium 112.04 Hartford Life and Accident Insurance Company 12/06/2018 101-1370-4040 Dec 2018 insurance premium 44.79 Hartford Life and Accident Insurance Company 12/06/2018 101-1520-4040 Dec 2018 insurance premium 35.08 Hartford Life and Accident Insurance Company 12/06/2018 101-1530-4040 Dec 2018 insurance premium 14.05 Hartford Life and Accident Insurance Company 12/06/2018 101-1560-4040 Dec 2018 insurance premium 11.58 Hartford Life and Accident Insurance Company 12/06/2018 101-1600-4040 Dec 2018 insurance premium 13.95 Hartford Life and Accident Insurance Company 12/06/2018 101-1700-4040 Dec 2018 insurance premium 3.49 Hartford Life and Accident Insurance Company 12/06/2018 101-1550-4040 Dec 2018 insurance premium 94.72 Hartford Life and Accident Insurance Company 12/06/2018 101-1420-4040 Dec 2018 insurance premium 77.10 Hartford Life and Accident Insurance Company 12/06/2018 101-1430-4040 Dec 2018 insurance premium 4.67 Hartford Life and Accident Insurance Company 12/06/2018 210-0000-4040 Dec 2018 insurance premium 17.84 Hartford Life and Accident Insurance Company 12/06/2018 720-7201-4040 Dec 2018 insurance premium 5.51 Hartford Life and Accident Insurance Company 12/06/2018 720-7202-4040 Dec 2018 insurance premium 5.51 Hartford Life and Accident Insurance Company 12/06/2018 101-1170-4040 Dec 2018 insurance premium 12.37 Hartford Life and Accident Insurance Company 12/06/2018 101-1220-4040 Dec 2018 insurance premium 42.30 Hartford Life and Accident Insurance Company 12/06/2018 701-0000-4040 Dec 2018 insurance premium 73.81 Hartford Life and Accident Insurance Company 12/06/2018 700-0000-4040 Dec 2018 insurance premium 99.63 Hartford Life and Accident Insurance Company 12/06/2018 720-0000-4040 Dec 2018 insurance premium 38.07 Hartford Life and Accident Insurance Company 01/03/2019 101-1120-4040 Jan 2019 insurance premium 62.38 Hartford Life and Accident Insurance Company 01/03/2019 101-1130-4040 Jan 2019 insurance premium 49.27 Hartford Life and Accident Insurance Company 01/03/2019 101-1160-4040 Jan 2019 insurance premium 26.39 Hartford Life and Accident Insurance Company 01/03/2019 101-1250-4040 Jan 2019 insurance premium 90.48 Hartford Life and Accident Insurance Company 01/03/2019 101-1310-4040 Jan 2019 insurance premium 96.50 Hartford Life and Accident Insurance Company 01/03/2019 101-1320-4040 Jan 2019 insurance premium 112.76 Hartford Life and Accident Insurance Company 01/03/2019 101-1370-4040 Jan 2019 insurance premium 45.59 Hartford Life and Accident Insurance Company 01/03/2019 101-1520-4040 Jan 2019 insurance premium 35.96 Hartford Life and Accident Insurance Company 01/03/2019 101-1530-4040 Jan 2019 insurance premium 14.61 Hartford Life and Accident Insurance Company 01/03/2019 101-1560-4040 Jan 2019 insurance premium 11.99 Hartford Life and Accident Insurance Company 01/03/2019 101-1600-4040 Jan 2019 insurance premium 16.16 Hartford Life and Accident Insurance Company 01/03/2019 101-1700-4040 Jan 2019 insurance premium 1.80 Hartford Life and Accident Insurance Company 01/03/2019 101-1550-4040 Jan 2019 insurance premium 95.48 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 8 of 20 Name Check D Account Description Amount Hartford Life and Accident Insurance Company 01/03/2019 101-1420-4040 Jan 2019 insurance premium 80.50 Hartford Life and Accident Insurance Company 01/03/2019 101-1430-4040 Jan 2019 insurance premium 4.81 Hartford Life and Accident Insurance Company 01/03/2019 210-0000-4040 Jan 2019 insurance premium 18.60 Hartford Life and Accident Insurance Company 01/03/2019 720-7201-4040 Jan 2019 insurance premium 5.68 Hartford Life and Accident Insurance Company 01/03/2019 720-7202-4040 Jan 2019 insurance premium 5.68 Hartford Life and Accident Insurance Company 01/03/2019 101-1170-4040 Jan 2019 insurance premium 12.61 Hartford Life and Accident Insurance Company 01/03/2019 101-1220-4040 Jan 2019 insurance premium 43.14 Hartford Life and Accident Insurance Company 01/03/2019 701-0000-4040 Jan 2019 insurance premium 74.71 Hartford Life and Accident Insurance Company 01/03/2019 700-0000-4040 Jan 2019 insurance premium 100.56 Hartford Life and Accident Insurance Company 01/03/2019 720-0000-4040 Jan 2019 insurance premium 24.49 Hartford Life and Accident Insurance Company 2,061.98 Heidelberger Joe 12/06/2018 101-1250-4240 Clothing reimbursed - Safety Boots 199.99 Heidelberger Joe 199.99 HEINEN ROBERT 01/03/2019 101-1550-4240 clothing reimbursement - Workshirts, Jeans 127.13 HEINEN ROBERT 127.13 HENNEPIN COUNTY 12/06/2018 101-1150-4300 Truth in Taxation mailing expenses 4.26 HENNEPIN COUNTY 4.26 Hennepin Technical College 12/06/2018 101-1370-4370 MN Commercial Vehichle Inspector Re-Certificaiton - C Siegle 100.00 Hennepin Technical College 12/06/2018 101-1370-4370 MN Commercial Vehichle Inspector Re-Certificaiton - G Schmieg 100.00 Hennepin Technical College 12/06/2018 101-1370-4370 MN Commercial Vehichle Inspector Re-Certificaiton - B Roerick 100.00 Hennepin Technical College 300.00 Homeplace Furnace Duct & Fireplace Cleaning Inc 12/13/2018 101-1170-4300 Air Duct Cleaning 2,322.48 Homeplace Furnace Duct & Fireplace Cleaning Inc 2,322.48 Hydra Power Hydraulics Inc 01/03/2019 101-1550-4120 Seal Kits, Labor, Shop supplies 75.04 Hydra Power Hydraulics Inc 75.04 ICMA RETIREMENT AND TRUST-457 12/06/2018 101-0000-2009 12/07/2018 ID #304303 1,114.58 ICMA RETIREMENT AND TRUST-457 12/06/2018 210-0000-2009 12/07/2018 ID #304303 25.00 ICMA RETIREMENT AND TRUST-457 12/06/2018 700-0000-2009 12/07/2018 ID #304303 152.50 ICMA RETIREMENT AND TRUST-457 12/06/2018 701-0000-2009 12/07/2018 ID #304303 152.49 ICMA RETIREMENT AND TRUST-457 12/06/2018 720-0000-2009 12/07/2018 ID #304303 1.26 ICMA RETIREMENT AND TRUST-457 12/20/2018 101-0000-2009 12/21/2018 ID#304303 1,114.58 ICMA RETIREMENT AND TRUST-457 12/20/2018 210-0000-2009 12/21/2018 ID#304303 25.00 ICMA RETIREMENT AND TRUST-457 12/20/2018 700-0000-2009 12/21/2018 ID#304303 152.51 ICMA RETIREMENT AND TRUST-457 12/20/2018 701-0000-2009 12/21/2018 ID#304303 152.48 ICMA RETIREMENT AND TRUST-457 12/20/2018 720-0000-2009 12/21/2018 ID#304303 1.26 ICMA RETIREMENT AND TRUST-457 01/03/2019 101-0000-2009 1/4/2019 ID #304303 1,135.34 ICMA RETIREMENT AND TRUST-457 01/03/2019 210-0000-2009 1/4/2019 ID #304303 25.00 ICMA RETIREMENT AND TRUST-457 01/03/2019 700-0000-2009 1/4/2019 ID #304303 152.50 ICMA RETIREMENT AND TRUST-457 01/03/2019 701-0000-2009 1/4/2019 ID #304303 152.50 ICMA RETIREMENT AND TRUST-457 01/03/2019 720-0000-2009 1/4/2019 ID #304303 1.25 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 9 of 20 Name Check D Account Description Amount ICMA RETIREMENT AND TRUST-457 4,358.25 IRON MALTESE ATHLETICS 12/06/2018 101-1220-4370 8 Tactical Strength, Conditioning and Wellness sessions 711.08 IRON MALTESE ATHLETICS 711.08 IUOE Local #49 12/06/2018 101-0000-2004 PR Batch 00407.12.2018 Local 49 dues 484.28 IUOE Local #49 12/06/2018 700-0000-2004 PR Batch 00407.12.2018 Local 49 dues 170.08 IUOE Local #49 12/06/2018 701-0000-2004 PR Batch 00407.12.2018 Local 49 dues 80.64 IUOE Local #49 01/03/2019 101-0000-2004 PR Batch 00404.01.2019 Local 49 dues 489.95 IUOE Local #49 01/03/2019 700-0000-2004 PR Batch 00404.01.2019 Local 49 dues 170.76 IUOE Local #49 01/03/2019 701-0000-2004 PR Batch 00404.01.2019 Local 49 dues 74.29 IUOE Local #49 1,470.00 Jaguar Communications Inc 12/13/2018 700-7043-4310 Dec 2018 phone charges 53.46 Jaguar Communications Inc 53.46 Jensrud Erica Jean 12/06/2018 815-8202-2024 Erosion Escrow - 6330 Near Mountain Blvd 250.00 Jensrud Erica Jean 250.00 JH LARSON COMPANY 12/06/2018 101-1190-4510 Lamps 87.60 JH LARSON COMPANY 87.60 JMS CUSTOM HOMES LLC 12/20/2018 815-8202-2024 Erosion Escrow - 6221 Hummingbird Rd 1,500.00 JMS CUSTOM HOMES LLC 1,500.00 JW PEPPER & SON INC 01/03/2019 101-1560-4130 Chan-O-Laires music purchases - Oliver Selections 91.45 JW PEPPER & SON INC 91.45 K2 Electrical Services Inc 12/13/2018 101-1550-4300 trouble shoot/repair lights 3,959.00 K2 Electrical Services Inc 3,959.00 KENNEDY & GRAVEN, CHARTERED 12/27/2018 601-0000-4300 Franchise Fees through Nov 2018 6,603.13 KENNEDY & GRAVEN, CHARTERED 6,603.13 KEOGH JEFF 12/06/2018 101-1250-4360 Plumbing license renewal 73.00 KEOGH JEFF 12/06/2018 101-1250-4360 Building official license renewal 35.00 KEOGH JEFF 108.00 KLEINER JEFF 12/06/2018 700-0000-2020 Refund Check 17.38 KLEINER JEFF 12/06/2018 701-0000-2020 Refund Check 36.68 KLEINER JEFF 12/06/2018 720-0000-2020 Refund Check 13.72 KLEINER JEFF 12/06/2018 700-0000-2020 Refund Check 2.42 KLEINER JEFF 70.20 KnowBe4 Inc.12/27/2018 101-1160-4220 KnowBe4 Annual Renewal 861.92 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 10 of 20 Name Check D Account Description Amount KnowBe4 Inc. 861.92 KOSKELA DUSTIN 12/13/2018 101-1550-4120 gloves 17.13 KOSKELA DUSTIN 17.13 KRIS Engineering, Inc.01/03/2019 101-1320-4120 12' JOMA, Sno-Shock, Back Support 2,082.44 KRIS Engineering, Inc. 2,082.44 KUSSKE CONSTRUCTION COMPANY 12/13/2018 720-7025-4300 Cartway Lane Storm Sewer 15,172.58 KUSSKE CONSTRUCTION COMPANY 15,172.58 Lacount Sales, LLC 12/06/2018 101-1550-4120 Battery 126.90 Lacount Sales, LLC 126.90 Land Title Inc 12/06/2018 605-6501-4701 Land Purchase-- 730 Vogelsberg Trail 777,929.75 Land Title Inc 777,929.75 Lano Equipment 12/27/2018 101-1550-4120 BPA - Glass, M-Series Door 179.00 Lano Equipment 12/27/2018 101-1320-4120 BPA - Seal, Door and BPA - Glass, M-Series Door 229.70 Lano Equipment 01/03/2019 101-1550-4120 BPA - Glass, M-Series Door 179.00 Lano Equipment 587.70 LARSON LORRELLE 12/27/2018 101-1220-4370 Reimbursement of BLS Inst Essentials Online, Manual 66.25 LARSON LORRELLE 66.25 LEAGUE OF MINNESOTA CITIES 12/06/2018 101-1110-4370 2019 Leadership Conference for Newly Elected Officials 225.00 LEAGUE OF MINNESOTA CITIES 225.00 LEAGUE OF MN CITIES INS TRUST 01/03/2019 101-1170-4483 Work Comp Acct# 40001925 54,283.00 LEAGUE OF MN CITIES INS TRUST 54,283.00 LIBERTY TITLE INC 12/27/2018 700-0000-2020 Refund Check 11.37 LIBERTY TITLE INC 12/27/2018 701-0000-2020 Refund Check 15.47 LIBERTY TITLE INC 12/27/2018 720-0000-2020 Refund Check 2.36 LIBERTY TITLE INC 12/27/2018 700-0000-2020 Refund Check 0.41 LIBERTY TITLE INC 29.61 Lindstrom Kelly 12/06/2018 605-6501-4300 Appraisal Report - 10301 Great Plains Blvd 1,250.00 Lindstrom Kelly 1,250.00 Low Voltage Contractors, Inc.12/20/2018 700-7043-4530 Sprinkler Service Call 260.00 Low Voltage Contractors, Inc. 260.00 MacDonald Plumbing Company 12/13/2018 101-1370-4510 wash stall repair 2,410.15 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 11 of 20 Name Check D Account Description Amount MacDonald Plumbing Company 2,410.15 Mangold Horticulture 12/06/2018 815-8202-2024 Erosion Escrow - 7041 Mill Creek Lane 500.00 Mangold Horticulture 500.00 Mann William P 12/13/2018 101-1560-4300 A Whistle and a Song performance 150.00 Mann William P 150.00 McKesson Medical-Surgical Inc 12/27/2018 101-1220-4130 Gloves 86.13 McKesson Medical-Surgical Inc 12/27/2018 101-1220-4290 Safety glasses 220.15 McKesson Medical-Surgical Inc 306.28 Metro Garage Door Company 01/03/2019 101-1220-4510 Remote Controls from Fire Station #1 922.91 Metro Garage Door Company 922.91 METROPOLITAN COUNCIL 12/06/2018 701-0000-4509 waste water services 157,423.55 METROPOLITAN COUNCIL 157,423.55 Metropolitan Plumbing 12/06/2018 101-0000-2033 Overpayment - Refund permit# 2018-03301 5.00 Metropolitan Plumbing 5.00 MIDLAND TITLE 12/27/2018 700-0000-2020 Refund Check 6.58 MIDLAND TITLE 12/27/2018 701-0000-2020 Refund Check 13.22 MIDLAND TITLE 12/27/2018 720-0000-2020 Refund Check 2.00 MIDLAND TITLE 12/27/2018 700-0000-2020 Refund Check 0.35 MIDLAND TITLE 22.15 MINNESOTA TITLE 12/06/2018 700-0000-2020 Refund Check 21.76 MINNESOTA TITLE 12/06/2018 701-0000-2020 Refund Check 44.22 MINNESOTA TITLE 12/06/2018 720-0000-2020 Refund Check 1.59 MINNESOTA TITLE 12/06/2018 700-0000-2020 Refund Check 3.25 MINNESOTA TITLE 12/27/2018 700-0000-2020 Refund Check 51.60 MINNESOTA TITLE 122.42 Minuteman Press 12/13/2018 101-1170-4110 business cards 48.00 Minuteman Press 48.00 Mission Hills Senior Housing 12/06/2018 700-0000-3806 Refund 2 units water and sewer hook up 4,466.00 Mission Hills Senior Housing 12/06/2018 701-0000-3806 Refund 2 units water and sewer hook up 1,382.00 Mission Hills Senior Housing 5,848.00 MN DEPT OF TRANSPORTATION 12/06/2018 101-1350-4565 Traffic Signal Maintenance-Powers & 78th St - PED Replaced 162.77 MN DEPT OF TRANSPORTATION 162.77 MN NCPERS LIFE INSURANCE 12/06/2018 101-0000-2011 PR Batch 00407.12.2018 NCPERS-Life Insurance 44.01 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 12 of 20 Name Check D Account Description Amount MN NCPERS LIFE INSURANCE 12/06/2018 700-0000-2011 PR Batch 00407.12.2018 NCPERS-Life Insurance 9.59 MN NCPERS LIFE INSURANCE 12/06/2018 701-0000-2011 PR Batch 00407.12.2018 NCPERS-Life Insurance 9.60 MN NCPERS LIFE INSURANCE 12/06/2018 720-0000-2011 PR Batch 00407.12.2018 NCPERS-Life Insurance 16.80 MN NCPERS LIFE INSURANCE 01/03/2019 101-0000-2011 PR Batch 00404.01.2019 NCPERS-Life Insurance 44.01 MN NCPERS LIFE INSURANCE 01/03/2019 700-0000-2011 PR Batch 00404.01.2019 NCPERS-Life Insurance 9.56 MN NCPERS LIFE INSURANCE 01/03/2019 701-0000-2011 PR Batch 00404.01.2019 NCPERS-Life Insurance 9.64 MN NCPERS LIFE INSURANCE 01/03/2019 720-0000-2011 PR Batch 00404.01.2019 NCPERS-Life Insurance 0.79 MN NCPERS LIFE INSURANCE 144.00 MN Wastewater Operator Assn 01/03/2019 701-0000-4360 MWOA Membership Dues - 2 years - B Martinson 25.00 MN Wastewater Operator Assn 25.00 MOORE MEDICAL 12/06/2018 101-1220-4130 Insta Glucose 31gm 72.88 MOORE MEDICAL 72.88 MORTON SALT 12/06/2018 101-1320-4150 Safe-T-Salt 840.89 MORTON SALT 12/06/2018 101-1320-4150 Safe-T-Salt 880.53 MORTON SALT 12/06/2018 101-1320-4150 Safe-T-Salt 1,736.42 MORTON SALT 12/06/2018 101-1320-4150 Safe-T-Salt 1,761.59 MORTON SALT 12/13/2018 101-1320-4150 Safe-T-Salt 2,601.41 MORTON SALT 12/13/2018 101-1320-4150 Safe-T-Salt 885.35 MORTON SALT 8,706.19 MUNDAHL BRUCE & KAREN 12/06/2018 700-0000-2020 Refund Check 25.51 MUNDAHL BRUCE & KAREN 12/06/2018 701-0000-2020 Refund Check 19.52 MUNDAHL BRUCE & KAREN 12/06/2018 720-0000-2020 Refund Check 4.86 MUNDAHL BRUCE & KAREN 12/06/2018 700-0000-2020 Refund Check 0.86 MUNDAHL BRUCE & KAREN 50.75 My Plumber 12/06/2018 101-1370-4510 Remove/Install 2 water heaters in PW mechanical room 1,998.80 My Plumber 1,998.80 NATIONAL SETTLEMENT TRUST ACCOUNT 12/27/2018 700-0000-2020 Refund Check 113.03 NATIONAL SETTLEMENT TRUST ACCOUNT 12/27/2018 701-0000-2020 Refund Check 59.40 NATIONAL SETTLEMENT TRUST ACCOUNT 12/27/2018 720-0000-2020 Refund Check 14.22 NATIONAL SETTLEMENT TRUST ACCOUNT 12/27/2018 700-0000-2020 Refund Check 2.51 NATIONAL SETTLEMENT TRUST ACCOUNT 189.16 Natural Shore Technologies, Inc.12/20/2018 720-0000-4130 2018 Maintenance Site Final Report 2,500.00 Natural Shore Technologies, Inc.12/20/2018 720-0000-4130 Spring cleaup, weeding, planting, treatment 4,719.50 Natural Shore Technologies, Inc.12/20/2018 720-0000-4130 Spring cleaup, weeding, planting, treatment 2,150.50 Natural Shore Technologies, Inc.12/20/2018 720-0000-4130 Spring cleaup, weeding, treatment 800.00 Natural Shore Technologies, Inc.12/20/2018 720-0000-4130 Spring cleaup, weeding, mulching, treatment 2,572.50 Natural Shore Technologies, Inc.12/20/2018 720-0000-4130 Weeding 292.50 Natural Shore Technologies, Inc.12/20/2018 720-0000-4130 Spring cleaup, weeding, woody removal 1,732.50 Natural Shore Technologies, Inc. 14,767.50 Naymark Marketing Inc 12/20/2018 101-1430-4375 Alzheimer's Gifts presentation at Library 100.00 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 13 of 20 Name Check D Account Description Amount Naymark Marketing Inc 100.00 Nelson Karsten 12/06/2018 101-1370-4510 RPZ testing for Utilities Dept - 3 units 240.00 Nelson Karsten 12/06/2018 700-0000-4550 RPZ testing for Utilities Dept - 14 units 1,120.00 Nelson Karsten 12/06/2018 101-1370-4510 Truck wash/truck fill re-pipe and rebuild, labor only 1,300.00 Nelson Karsten 12/06/2018 101-1550-4300 RPZ testing for the Parks Dept - 4 units 320.00 Nelson Karsten 12/06/2018 101-1310-4120 Test RPZ in the Brine Shed 80.00 Nelson Karsten 12/06/2018 101-1370-4510 Replace failed RPZ in PW mechanical room, New RPZ and air gap 827.78 Nelson Karsten 3,887.78 NESBURG PAUL & KATHERINE 12/06/2018 700-0000-2020 Refund Check 258.98 NESBURG PAUL & KATHERINE 12/06/2018 701-0000-2020 Refund Check 62.50 NESBURG PAUL & KATHERINE 12/06/2018 720-0000-2020 Refund Check 9.37 NESBURG PAUL & KATHERINE 12/06/2018 700-0000-2020 Refund Check 1.66 NESBURG PAUL & KATHERINE 332.51 NEWMAN SIGNS INC 12/06/2018 101-1320-4560 Signs 699.88 NEWMAN SIGNS INC 12/06/2018 101-1320-4560 Signs 112.26 NEWMAN SIGNS INC 12/20/2018 701-0000-4510 Signs 204.22 NEWMAN SIGNS INC 1,016.36 NHA Heating & Air Conditioning Inc 12/20/2018 700-7019-4300 Repair Cutler Hammer 652.50 NHA Heating & Air Conditioning Inc 652.50 NOBLE WINDOWS INC 12/13/2018 101-1170-4510 Installed 3 bronze annealed glass in Engineering 685.63 NOBLE WINDOWS INC 685.63 NORTHWESTERN POWER EQUIP CO 01/03/2019 700-0000-4550 remote control valve 1,004.79 NORTHWESTERN POWER EQUIP CO 1,004.79 Nutter Don 12/20/2018 101-1220-4370 Fall 2018 Tuition Reimbursement 1,504.24 Nutter Don 1,504.24 PILLAR TITLE SERVICES 12/06/2018 700-0000-2020 Refund Check 28.32 PILLAR TITLE SERVICES 12/06/2018 701-0000-2020 Refund Check 13.52 PILLAR TITLE SERVICES 12/06/2018 720-0000-2020 Refund Check 2.40 PILLAR TITLE SERVICES 12/06/2018 700-0000-2020 Refund Check 0.43 PILLAR TITLE SERVICES 44.67 Pitney Bowes Inc.12/20/2018 101-1120-4410 meter rental - 10/1/18-12/31/18 105.00 Pitney Bowes Inc. 105.00 POSTMASTER 12/06/2018 101-1220-4300 PO Box 97 Service Fee 88.00 POSTMASTER 12/06/2018 101-1120-4330 PO Box 147 Service Fee 88.00 POSTMASTER 12/31/2018 701-0000-4330 Utility Statements 325.64 POSTMASTER 12/31/2018 700-0000-4330 Utility Statements 325.64 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 14 of 20 Name Check D Account Description Amount POSTMASTER 827.28 Pratley Chris 12/27/2018 101-1320-4240 Clothing reimbursement - shirts, jeans 105.92 Pratley Chris 12/27/2018 101-1320-4240 Clothing reimbursement - boots 269.08 Pratley Chris 375.00 Quality First Janitorial & Maintenance Inc 12/06/2018 101-1370-4350 Nov 2018 general cleaning 320.00 Quality First Janitorial & Maintenance Inc 12/06/2018 700-0000-4350 Nov 2018 general cleaning 40.00 Quality First Janitorial & Maintenance Inc 12/06/2018 701-0000-4350 Nov 2018 general cleaning 40.00 Quality First Janitorial & Maintenance Inc 12/06/2018 101-1370-4350 Oct 2018 general cleaning 320.00 Quality First Janitorial & Maintenance Inc 12/06/2018 700-0000-4350 Oct 2018 general cleaning 40.00 Quality First Janitorial & Maintenance Inc 12/06/2018 701-0000-4350 Oct 2018 general cleaning 40.00 Quality First Janitorial & Maintenance Inc 800.00 R A NEISES CONSTRUCTION LLC 12/13/2018 815-8202-2024 Erosion Escrow - 2260 Timberwood Drive 500.00 R A NEISES CONSTRUCTION LLC 500.00 Ranger Chevrolet Buick GMC 12/27/2018 400-4120-4704 2019 GMC Sierra 2500 28,425.86 Ranger Chevrolet Buick GMC 28,425.86 REGIS TITLE LLC 12/06/2018 700-0000-2020 Refund Check 5.19 REGIS TITLE LLC 5.19 Riley Purgatory Bluff Creek Watershed District 12/20/2018 720-7025-4751 Chanhassen High School Water Re-Use Project 50,000.00 Riley Purgatory Bluff Creek Watershed District 12/20/2018 700-7025-4751 Chanhassen High School Water Re-Use Project 50,000.00 Riley Purgatory Bluff Creek Watershed District 01/03/2019 720-7025-4751 Lake Susan Park Pond Watershed Treatment/Stormwater Reuse Proj 35,000.00 Riley Purgatory Bluff Creek Watershed District 01/03/2019 700-7025-4751 Lake Susan Park Pond Watershed Treatment/Stormwater Reuse Proj 64,091.00 Riley Purgatory Bluff Creek Watershed District 199,091.00 Riverside Mechanical Inc 12/06/2018 101-0000-2033 Overpayment - Refund permit# 2018-03263 5.00 Riverside Mechanical Inc 5.00 ROSELYN CARPET CLEANERS LLC 12/13/2018 101-1190-4300 Carpet Cleaning - Library 380.00 ROSELYN CARPET CLEANERS LLC 12/13/2018 101-1170-4300 Carpet Cleaning - City Hall 220.00 ROSELYN CARPET CLEANERS LLC 600.00 Rust Candace 12/06/2018 815-8202-2024 Erosion Escrow - 1331 Ashton Court 250.00 Rust Candace 250.00 SABINSKE DEAN 01/03/2019 101-1320-4240 Clothing reimbursement - shirts, jeans 182.83 SABINSKE DEAN 182.83 SAFEASSURE CONSULTANTS INC 12/13/2018 101-1320-4370 Safety Training 168.70 SAFEASSURE CONSULTANTS INC 12/13/2018 101-1370-4300 Safety Training 72.30 SAFEASSURE CONSULTANTS INC 12/13/2018 700-0000-4300 Safety Training 290.30 SAFEASSURE CONSULTANTS INC 12/13/2018 101-1550-4300 Safety Training 168.70 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 15 of 20 Name Check D Account Description Amount SAFEASSURE CONSULTANTS INC 700.00 Sam Hennemann Insurance 12/06/2018 815-8230-2024 Solicitor Badge returned - Luke Lange 25.00 Sam Hennemann Insurance 12/06/2018 815-8230-2024 Solicitor Badge returned - Jacob Sporleder 25.00 Sam Hennemann Insurance 50.00 SCHENDEL DEBORAH 12/27/2018 700-0000-2020 Refund Check 3.60 SCHENDEL DEBORAH 12/27/2018 720-0000-2020 Refund Check 2.41 SCHENDEL DEBORAH 6.01 Schmieg Greg 12/06/2018 101-1370-4240 Clothing reimbursement - shirts, jeans and safety gloves 366.47 Schmieg Greg 366.47 Schultz Bruce 01/03/2019 815-8202-2024 Erosion Escrow - 6820 Penamint Ln 250.00 Schultz Bruce 250.00 SCOTT NELSON COACHING INC 12/20/2018 101-1220-4375 Leadership Team Coaching w/officers 375.00 SCOTT NELSON COACHING INC 375.00 Senja Inc 12/20/2018 101-1539-4300 Tai Chi instruction 179.20 Senja Inc 179.20 SESAC 01/03/2019 101-1530-4300 Music License # 66383 1/1/19-12/31/19 438.00 SESAC 438.00 Shadywood Tree Experts and Landscaping 12/13/2018 720-7202-4300 Lake Ann Trail pruning 3,985.00 Shadywood Tree Experts and Landscaping 3,985.00 SHERWIN WILLIAMS 12/13/2018 701-0000-4150 Paint 412.98 SHERWIN WILLIAMS 01/03/2019 700-0000-4150 supplies 8.82 SHERWIN WILLIAMS 421.80 SIEGLE CHARLES 01/03/2019 101-1370-4240 Clothing reimbursement - Sweatshirts, Jeans 362.90 SIEGLE CHARLES 362.90 SIGNSOURCE 12/27/2018 101-1550-4560 Dedication Plaque 67.50 SIGNSOURCE 01/03/2019 101-1170-4110 Interior Office Sign and Name Plates 527.00 SIGNSOURCE 594.50 SOFTWARE HOUSE INTERNATIONAL 12/13/2018 400-4117-4703 License, Support and Subscription 3,372.00 SOFTWARE HOUSE INTERNATIONAL 12/13/2018 400-4126-4703 Power Supply, HP J9829A 1,518.74 SOFTWARE HOUSE INTERNATIONAL 12/20/2018 101-1160-4220 NetZoom Pro Single User Renewal 2,385.00 SOFTWARE HOUSE INTERNATIONAL 12/27/2018 101-1160-4220 Barracuda 1 Yr Energize Updates, Instant Replacement 2,468.00 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 16 of 20 Name Check D Account Description Amount SOFTWARE HOUSE INTERNATIONAL 9,743.74 Southwest Suburban Publishing 12/20/2018 101-1110-4340 printing/advertising 64.00 Southwest Suburban Publishing 12/20/2018 101-1410-4340 printing/advertising 89.60 Southwest Suburban Publishing 12/20/2018 101-1600-4340 printing/advertising 263.20 Southwest Suburban Publishing 12/20/2018 601-6038-4340 printing/advertising 192.00 Southwest Suburban Publishing 608.80 Spectrum Screen Printing Inc 01/03/2019 101-1250-4240 Polos, 1/4 Zip, Jacket 345.35 Spectrum Screen Printing Inc 345.35 STATE OF MINNESOTA 01/03/2019 101-1320-4140 2019 DOT Inspection Decals 26.67 STATE OF MINNESOTA 01/03/2019 101-1550-4140 2019 DOT Inspection Decals 26.67 STATE OF MINNESOTA 01/03/2019 700-0000-4140 2019 DOT Inspection Decals 26.66 STATE OF MINNESOTA 80.00 STEWART TITLE COMPANY 12/27/2018 700-0000-2020 Refund Check 44.70 STEWART TITLE COMPANY 12/27/2018 701-0000-2020 Refund Check 22.31 STEWART TITLE COMPANY 12/27/2018 720-0000-2020 Refund Check 6.29 STEWART TITLE COMPANY 12/27/2018 700-0000-2020 Refund Check 1.11 STEWART TITLE COMPANY 74.41 STOLT GARY & MARSHA 12/06/2018 700-0000-2020 Refund Check 5.02 STOLT GARY & MARSHA 12/06/2018 720-0000-2020 Refund Check 1.24 STOLT GARY & MARSHA 6.26 Suiter Joel 12/20/2018 815-8202-2024 Erosion Escrow - 6790 Penamint Ln 250.00 Suiter Joel 250.00 SUTTER PATRICK & DOROTHY 12/27/2018 700-0000-2020 Refund Check 3.17 SUTTER PATRICK & DOROTHY 12/27/2018 701-0000-2020 Refund Check 43.37 SUTTER PATRICK & DOROTHY 12/27/2018 720-0000-2020 Refund Check 17.97 SUTTER PATRICK & DOROTHY 12/27/2018 700-0000-2020 Refund Check 106.85 SUTTER PATRICK & DOROTHY 171.36 SWEEN BRETT & ELIZABETH 12/27/2018 700-0000-2020 Refund Check 18.36 SWEEN BRETT & ELIZABETH 18.36 Syed Asim 12/06/2018 815-8202-2024 Erosion Escrow - 9120 Degler Circle 1,500.00 Syed Asim 1,500.00 Taylor Electric Company, LLC 01/03/2019 400-0000-4510 Install new light fixture, wire and fasteners - PW accident 820.00 Taylor Electric Company, LLC 820.00 TFORCE FINAL MILE 12/27/2018 700-0000-4330 Public Works to MN Dept of Health 45.81 TFORCE FINAL MILE 12/27/2018 101-1310-4300 City of Chanhassen to Campbell Knutson 48.31 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 17 of 20 Name Check D Account Description Amount TFORCE FINAL MILE 94.12 The Construction Coordinators LLC 12/20/2018 815-8202-2024 Erosion Escrow - 3342 Shore Drive 250.00 The Construction Coordinators LLC 250.00 The Goodyear Tire & Rubber Company 01/03/2019 101-1320-4120 Tires 4,140.00 The Goodyear Tire & Rubber Company 4,140.00 The Mustard Seed, Inc.12/13/2018 101-1550-4150 preen 45.99 The Mustard Seed, Inc. 45.99 The Parable Fund 12/13/2018 101-1560-4300 12/10/18 Heart Strings and Apron String/Ladies Tea Breakfast 240.33 The Parable Fund 240.33 THEIS CONSTRUCTION CO 12/20/2018 420-0000-4751 820 Lake Dr - Remove and replace apron @ Lutheran Church 3,150.00 THEIS CONSTRUCTION CO 12/20/2018 410-0000-4706 Manchester Park - Xtra retaining wall block 3,364.00 THEIS CONSTRUCTION CO 12/20/2018 410-0000-4706 Manchester Park - Sidewalks 40,351.00 THEIS CONSTRUCTION CO 12/20/2018 700-7050-4751 15-03 Remove and replace 50+ ft of conc curb 4,466.00 THEIS CONSTRUCTION CO 12/20/2018 101-1550-4300 Manchester Park - furnish conc for playground 966.38 THEIS CONSTRUCTION CO 52,297.38 TITLE EXCELLENCE LLC 12/06/2018 700-0000-2020 Refund Check 10.64 TITLE EXCELLENCE LLC 12/06/2018 701-0000-2020 Refund Check 15.47 TITLE EXCELLENCE LLC 12/06/2018 720-0000-2020 Refund Check 3.06 TITLE EXCELLENCE LLC 12/06/2018 700-0000-2020 Refund Check 0.54 TITLE EXCELLENCE LLC 29.71 TOWN & COUNTRY FENCE 12/13/2018 101-1550-4300 trail fence repair 795.00 TOWN & COUNTRY FENCE 795.00 TRADEMARK TITLE SERVICES INC 12/27/2018 700-0000-2020 Refund Check 88.83 TRADEMARK TITLE SERVICES INC 12/27/2018 701-0000-2020 Refund Check 24.76 TRADEMARK TITLE SERVICES INC 12/27/2018 720-0000-2020 Refund Check 6.22 TRADEMARK TITLE SERVICES INC 12/27/2018 700-0000-2020 Refund Check 1.10 TRADEMARK TITLE SERVICES INC 12/27/2018 700-0000-2020 Refund Check 174.72 TRADEMARK TITLE SERVICES INC 12/27/2018 701-0000-2020 Refund Check 110.10 TRADEMARK TITLE SERVICES INC 12/27/2018 720-0000-2020 Refund Check 12.92 TRADEMARK TITLE SERVICES INC 12/27/2018 700-0000-2020 Refund Check 2.28 TRADEMARK TITLE SERVICES INC 420.93 Traut Companies 12/20/2018 700-0000-4550 Chanhassen well #5 sealing/disconnection 8,162.50 Traut Companies 8,162.50 Triethart DeeAnn 12/13/2018 101-1250-4130 Costco - office supplies - bowls, plates, forks, spoons 72.63 Triethart DeeAnn 72.63 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 18 of 20 Name Check D Account Description Amount UNITED PARCEL SERVICE 12/20/2018 101-1370-4330 City to TonerPirate 15.13 UNITED PARCEL SERVICE 12/20/2018 700-0000-4330 City to TCIC 50.90 UNITED PARCEL SERVICE 66.03 VenuWorks of Burnsville LLC 12/13/2018 101-1560-4300 "You Smell Barn" tickets/processing fee 1,203.00 VenuWorks of Burnsville LLC 1,203.00 Veolia Environmental Services 01/03/2019 101-1170-4350 Lamps 237.09 Veolia Environmental Services 237.09 VIBRANT TECHNOLOGIES INC 12/20/2018 101-1160-4530 HP 10Gb SFP+ LR Tranciever J9151A 490.00 VIBRANT TECHNOLOGIES INC 490.00 VIKING ELECTRIC SUPPLY 12/06/2018 101-1170-4510 Ballast 174.30 VIKING ELECTRIC SUPPLY 12/20/2018 701-0000-4150 Cord Conn 1 1/4" 46.32 VIKING ELECTRIC SUPPLY 220.62 VREEMAN STEVE & JANICE 12/06/2018 700-0000-2020 Refund Check 43.74 VREEMAN STEVE & JANICE 12/06/2018 701-0000-2020 Refund Check 1.25 VREEMAN STEVE & JANICE 44.99 Waste Management of Minnesota, Inc 12/13/2018 101-1190-4350 garbage service - December 212.18 Waste Management of Minnesota, Inc 12/13/2018 101-1220-4350 garbage service - December 67.89 Waste Management of Minnesota, Inc 12/13/2018 101-1220-4350 garbage service - December 26.25 Waste Management of Minnesota, Inc 12/13/2018 101-1170-4350 garbage service - December 173.94 Waste Management of Minnesota, Inc 12/13/2018 101-1370-4350 garbage service - December 97.90 Waste Management of Minnesota, Inc 12/13/2018 700-0000-4350 garbage service - December 12.24 Waste Management of Minnesota, Inc 12/13/2018 701-0000-4350 garbage service - December 12.24 Waste Management of Minnesota, Inc 12/13/2018 101-1550-4350 garbage service - December 372.75 Waste Management of Minnesota, Inc 975.39 WATERMARK TITLE AGENCY 12/06/2018 700-0000-2020 Refund Check 0.34 WATERMARK TITLE AGENCY 12/06/2018 700-0000-2020 Refund Check 16.38 WATERMARK TITLE AGENCY 12/06/2018 701-0000-2020 Refund Check 12.88 WATERMARK TITLE AGENCY 12/06/2018 720-0000-2020 Refund Check 1.96 WATERMARK TITLE AGENCY 31.56 WIDMER CONSTRUCTION 12/13/2018 720-7025-4751 Minnewashta Manor Wetland Enhancement 2,708.93 WIDMER CONSTRUCTION 2,708.93 Williams Scotsman Inc 12/27/2018 101-1600-4410 42X12 Mobile Office - 12/12/18 thru 1/11/19 1,835.56 Williams Scotsman Inc 12/27/2018 101-1600-4410 42X12 Mobile Office - 12/12/18 thru 1/11/19 1,835.56 Williams Scotsman Inc 12/27/2018 101-1600-4410 42X12 Mobile Office - 12/12/18 thru 1/11/19 1,835.56 Williams Scotsman Inc 5,506.68 WING RICHARD 12/20/2018 101-1220-4350 Station 2 cleaning 100.00 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 19 of 20 Name Check D Account Description Amount WING RICHARD 100.00 WITHROW STEPHEN & KATHLEEN 12/27/2018 700-0000-2020 Refund Check 78.37 WITHROW STEPHEN & KATHLEEN 12/27/2018 701-0000-2020 Refund Check 98.08 WITHROW STEPHEN & KATHLEEN 12/27/2018 720-0000-2020 Refund Check 19.52 WITHROW STEPHEN & KATHLEEN 12/27/2018 700-0000-2020 Refund Check 3.43 WITHROW STEPHEN & KATHLEEN 199.40 WRIGHT NANCY 12/06/2018 701-0000-2020 Refund Check 4.56 WRIGHT NANCY 12/06/2018 720-0000-2020 Refund Check 0.30 WRIGHT NANCY 12/06/2018 700-0000-2020 Refund Check 0.31 WRIGHT NANCY 12/06/2018 700-0000-2020 Refund Check 2.24 WRIGHT NANCY 7.41 Yang Jian 01/03/2019 815-8230-2024 refund solicitor badge 25.00 Yang Jian 25.00 Yardscapes, Inc 12/06/2018 815-8202-2024 Erosion Escrow - 6710 Pointe Lake Lucy 500.00 Yardscapes, Inc 500.00 YOSEMITE HOLDINGS LLC 12/20/2018 720-0000-2020 Refund Check 6.86 YOSEMITE HOLDINGS LLC 12/20/2018 720-0000-2020 Refund Check 4.49 YOSEMITE HOLDINGS LLC 11.35 Zadow Margret 12/06/2018 101-1560-4300 Refund - Holiday Inn 68.00 Zadow Margret 68.00 1,701,806.15 Accounts Payable - Check Detail-Checks (01/04/2019 - 2:10 PM)Page 20 of 20 Accounts Payable Check Detail-ACH User: dwashburn Printed: 01/04/2019 - 2:10 PM Name Check D Account Description Amount 3D SPECIALTIES 12/06/2018 101-1320-4560 Galvanized Channels 664.63 3D SPECIALTIES 12/13/2018 101-1320-4560 Brackets 132.49 3D SPECIALTIES 797.12 A-1 ELECTRIC SERVICE 12/13/2018 701-7025-4751 Lift Station #26 - Replace control panel 2,002.28 A-1 ELECTRIC SERVICE 12/13/2018 701-0000-4530 Lift Station #20 - Install new electronic overload/Remount Radio 178.48 A-1 ELECTRIC SERVICE 12/13/2018 701-0000-4530 Lift Station #18 - Check out motor starter overloads 75.00 A-1 ELECTRIC SERVICE 2,255.76 ACCELA, INC #774375 01/03/2019 400-4117-4703 annual maintenance 33,139.04 ACCELA, INC #774375 01/03/2019 700-0000-4300 annual maintenance 3,397.54 ACCELA, INC #774375 01/03/2019 701-0000-4300 annual maintenance 3,397.55 ACCELA, INC #774375 01/03/2019 720-0000-4300 annual maintenance 3,397.54 ACCELA, INC #774375 43,331.67 Across the Street Productions 12/17/2018 101-1220-4370 New Blue Card Online Training Subscription - Weidman 365.75 Across the Street Productions 365.75 ACTA MINNESOTA-JEFF ENGEL 12/06/2018 101-1538-4300 Tae Kwon Do 1,965.00 ACTA MINNESOTA-JEFF ENGEL 12/06/2018 101-1539-4300 Tae Kwon Do 35.00 ACTA MINNESOTA-JEFF ENGEL 2,000.00 ADAM'S PEST CONTROL INC 12/06/2018 101-1190-4300 Quarterly Service 250.00 ADAM'S PEST CONTROL INC 12/06/2018 101-1170-4300 Monthly service 125.00 ADAM'S PEST CONTROL INC 01/03/2019 101-1170-4300 Monthly Service 125.00 ADAM'S PEST CONTROL INC 500.00 Adobe 12/17/2018 101-1160-4220 Adobe Premier/Photoshop Elements Upgrade 128.84 Adobe 128.84 Advanced Engineering & Environmental Services, Inc 12/20/2018 700-7050-4300 WWT Plant Communcation work - Well #3 - 15-03 9,120.66 Advanced Engineering & Environmental Services, Inc 12/27/2018 700-0000-4300 West WTP Filter Eff. Valves - Nov 2018 7,034.36 Advanced Engineering & Environmental Services, Inc 01/03/2019 700-0000-4300 2018 SCADA Services - Nov 2018 5,362.75 Advanced Engineering & Environmental Services, Inc 21,517.77 Al-Hilwani Juli 12/06/2018 101-1533-4300 Personal Training 431.25 Al-Hilwani Juli 12/20/2018 101-1533-4300 Personal Training 146.25 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 1 of 19 Name Check D Account Description Amount Al-Hilwani Juli 577.50 AL-JAFF SHARMIN 12/20/2018 101-1430-4375 Annual Holiday Breakfast Sr Commission 84.22 AL-JAFF SHARMIN 84.22 Allfuses.com 12/17/2018 700-7019-4150 Fuses 88.00 Allfuses.com 88.00 Amazon 12/17/2018 700-7019-4120 Ink Cartridge 184.22 Amazon 12/17/2018 101-1220-4290 Black Picture Frame 64.37 Amazon 12/17/2018 101-1180-4110 Coffee Maker, K Cup 89.99 Amazon 12/17/2018 101-1170-4110 Swingline ProClick Easy Edit Spines 45.21 Amazon 12/17/2018 101-1170-4110 Dust-Off Compressed Gas Duster 33.99 Amazon 12/17/2018 101-1180-4110 KCup Coffee, Sugar packets, Tape 125.81 Amazon 12/17/2018 101-1170-4110 Spiced Cider Drink mix 49.98 Amazon 12/17/2018 101-1310-4120 Flashlight for inspections - S Ferraro 129.00 Amazon 12/17/2018 700-7043-4510 Outdoor Wall Pack Area Light 521.40 Amazon 12/17/2018 101-1220-4375 BarCharts, Workbooks 776.62 Amazon 12/17/2018 701-0000-4150 Hand Cleaners 122.95 Amazon 12/17/2018 701-0000-4260 Light Holder, Rechargeable Flashlight 303.97 Amazon 12/17/2018 101-1530-4130 Paper Cups 45.63 Amazon 12/17/2018 101-1320-4120 Groove Bearings 144.03 Amazon 12/17/2018 101-1550-4120 Carburetor and Fuel Line Filter 27.89 Amazon 12/17/2018 400-4126-4703 Ipad Case Water Resource Ipad 24.99 Amazon 12/17/2018 400-4126-4703 Gel wrist rest 9.75 Amazon 12/17/2018 101-1160-4530 Replacement phone case for Charlie B and a spare 39.24 Amazon 12/17/2018 101-1160-4530 Car charger for Charlie S and spares 25.62 Amazon 12/17/2018 400-4126-4703 Wrist rest, Mouse 41.48 Amazon 12/17/2018 400-4101-4703 Replacement IP Phone - Public Works 229.88 Amazon 12/17/2018 101-1160-4530 Replacement Ipad cables - Public Works 23.97 Amazon 12/17/2018 101-1170-4110 Toner Canon printer - FD Ana F 58.42 Amazon 12/17/2018 400-4126-4703 Monitor keyboard mount inspection scanner 115.99 Amazon 12/17/2018 101-1160-4530 Replacement Laser Pointers 56.97 Amazon 12/17/2018 101-1160-4530 Replacement Dock Station for Jerry J - water damage 307.41 Amazon 12/17/2018 400-4126-4703 Screen Protector for Paul O, Screwdrivers for IT 24.28 Amazon 12/17/2018 101-1170-4110 Spare Ribbon - Bldg Badge Printer 42.15 Amazon 12/17/2018 400-4126-4703 Extra printer tray - Admin HP 306.99 Amazon 12/17/2018 101-1550-4120 Tent straps - Adam Beers 273.72 Amazon 12/17/2018 101-1160-4530 Replacement HD Dell R320 65.00 Amazon 12/17/2018 400-4126-4703 Phone Cases, Charger, Camera Covers 110.47 Amazon 12/17/2018 101-1160-4530 Replacement iPhone 8 and iPad cases 28.93 Amazon 4,450.32 American Family Life Assurance Company of Columbus01/03/2019 101-0000-2008 December 2018 premium 39.78 American Family Life Assurance Company of Columbus 39.78 American Legion 12/17/2018 101-1120-4370 Carver County Managers lunch meeting 15.29 American Legion 15.29 American Planning Association 12/17/2018 101-1420-4360 APA Professional Membership, MN Chapter 95.00 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 2 of 19 Name Check D Account Description Amount American Planning Association 95.00 Axels 12/17/2018 101-1120-4370 Franchise Fees - Meeting with Tom Furlong 43.00 Axels 43.00 BATTERIES PLUS 01/03/2019 101-1170-4510 Batteries 66.84 BATTERIES PLUS 66.84 Best Buy 12/17/2018 400-4126-4703 Wireless Keyboard/Mouse - Rice 43.00 Best Buy 43.00 BRAUN INTERTEC CORPORATION 12/20/2018 601-6032-4751 Proj 16-01 Minnewashta Manor Neighborhood 5,095.75 BRAUN INTERTEC CORPORATION 12/20/2018 720-0000-4300 Kerber Pond Slope - svc through 8/17/18 2,710.00 BRAUN INTERTEC CORPORATION 12/20/2018 720-0000-4300 HOA Property on Cypress Drive - svc through 10/19/18 1,790.00 BRAUN INTERTEC CORPORATION 12/20/2018 720-0000-4300 Kerber Pond Slope - svc through 10/26/18 2,825.00 BRAUN INTERTEC CORPORATION 12/20/2018 601-6042-4751 Lake Susan Trail Rehab - svc through 11/30/18 1,382.00 BRAUN INTERTEC CORPORATION 12/20/2018 601-6032-4751 Minnewashta Manor Neighborhood 16-01 - svc through 11/30/18 1,721.25 BRAUN INTERTEC CORPORATION 15,524.00 Buy Chanhassen 12/17/2018 101-1120-4370 Chanhassen Mayor/City Council Forum meeting - C Petersen 15.00 Buy Chanhassen 12/17/2018 101-1120-4370 Chanhassen Mayor/City Council Forum meeting - Kim M 15.00 Buy Chanhassen 12/17/2018 101-1220-4370 Chanhassen Mayor/City Council Forum meeting - Don J 15.00 Buy Chanhassen 12/17/2018 101-1520-4370 Chanhassen Mayor/City Council Forum meeting - Todd H 15.00 Buy Chanhassen 60.00 CAMPBELL KNUTSON 12/13/2018 101-1140-4302 Legal Services 17,855.05 CAMPBELL KNUTSON 17,855.05 CAMPION BARROW & ASSOCIATES 12/20/2018 101-1220-4300 Fire Svc Testing 11/28/18 Alyssa Ulrich 425.00 CAMPION BARROW & ASSOCIATES 425.00 Capital Surveying Supplies 12/17/2018 400-0000-4510 Dual-Slot Charger - PW Flood 666.47 Capital Surveying Supplies 666.47 Carver County 12/13/2018 101-1150-4300 TNT Billings 8,304.17 Carver County 12/13/2018 101-1160-4320 CarverLink internet/fiber 540.00 Carver County 12/13/2018 700-7043-4320 Dark Fiber WWTP - Dec 350.00 Carver County 01/03/2019 101-1180-4300 Ballot Setup, Printing, Coding/Audio, Hardware/Firmware Maint 4,090.27 Carver County 13,284.44 Carver County Environmental Center 12/17/2018 101-1320-4120 Recycle 122.26 Carver County Environmental Center 12/17/2018 101-1320-4120 Recycle 36.00 Carver County Environmental Center 158.26 CARVER SWCD 12/20/2018 400-0000-1155 Monitoring/Inspections - svc through Nov 2018 880.00 CARVER SWCD 12/27/2018 400-0000-1155 Mission Hills - Monitoring/Inspections - July 2018 110.00 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 3 of 19 Name Check D Account Description Amount CARVER SWCD 12/27/2018 400-0000-1155 Pawnee & Deer Wood Site - Monitoring/Inspections - July 2018 82.50 CARVER SWCD 12/27/2018 400-0000-1155 West Park - Monitoring/Inspections - July 2018 192.50 CARVER SWCD 12/27/2018 720-0000-4300 WWTP - Monitoring/Inspections - July 2018 110.00 CARVER SWCD 12/27/2018 400-0000-1155 Arbor Glen - Monitoring/Inspections - Sept 2018 110.00 CARVER SWCD 12/27/2018 400-0000-1155 Arbor Glen - Monitoring/Inspections - June 2018 137.50 CARVER SWCD 12/27/2018 400-0000-1155 Foxwood - Monitoring/Inspections - March to June 2018 495.00 CARVER SWCD 12/27/2018 400-0000-1155 Mission Hills - Monitoring/Inspections - April to June 2018 385.00 CARVER SWCD 12/27/2018 400-0000-1155 Preserve at Rice Lake - Monitoring/Inspections - May 2018 110.00 CARVER SWCD 12/27/2018 400-0000-1155 West Park - Monitoring/Inspections - May to June 2018 165.00 CARVER SWCD 12/27/2018 720-0000-4300 WWTP - Monitoring/Inspections - April to June 2018 385.00 CARVER SWCD 12/27/2018 400-0000-1155 Arbor Glen - Monitoring/Inspections - July 2018 385.00 CARVER SWCD 12/27/2018 400-0000-1155 Fawn Hill - Monitoring/Inspections - July 2018 165.00 CARVER SWCD 12/27/2018 400-0000-1155 Foxwood - Monitoring/Inspections - July 2018 192.50 CARVER SWCD 3,905.00 CCP NI MASTER TENANT 4 LLC 12/06/2018 101-1220-4320 October 2018 70.10 CCP NI MASTER TENANT 4 LLC 12/06/2018 101-1350-4320 October 2018 1,829.44 CCP NI MASTER TENANT 4 LLC 12/06/2018 101-1540-4320 October 2018 206.17 CCP NI MASTER TENANT 4 LLC 12/06/2018 101-1550-4320 October 2018 220.28 CCP NI MASTER TENANT 4 LLC 12/06/2018 101-1600-4320 October 2018 16.84 CCP NI MASTER TENANT 4 LLC 12/06/2018 700-0000-4320 October 2018 65.76 CCP NI MASTER TENANT 4 LLC 12/06/2018 700-7019-4320 October 2018 1,025.42 CCP NI MASTER TENANT 4 LLC 12/06/2018 701-0000-4320 October 2018 751.02 CCP NI MASTER TENANT 4 LLC 4,185.03 Centro Print Solutions 12/20/2018 101-1130-4340 W2, Envelopes, 1096, W-3 257.84 Centro Print Solutions 257.84 Chef Craig's Catering 12/27/2018 101-1560-4300 12/6/18 Senior Citizens Christmas Meal - Kiev and Ham 1,090.13 Chef Craig's Catering 1,090.13 CLAREY'S SAFETY EQUIPMENT INC 12/27/2018 101-1220-4530 Monitor Service/Calibration 125.00 CLAREY'S SAFETY EQUIPMENT INC 125.00 Colonial Life & Accident Insurance Co 12/27/2018 101-0000-2008 December 2018 premium 60.72 Colonial Life & Accident Insurance Co 12/27/2018 700-0000-2008 December 2018 premium 70.68 Colonial Life & Accident Insurance Co 12/27/2018 701-0000-2008 December 2018 premium 70.68 Colonial Life & Accident Insurance Co 202.08 COMPUTER INTEGRATION TECHN.12/13/2018 400-4126-4703 HP Switch, Port and POE+Module 14,192.00 COMPUTER INTEGRATION TECHN.12/13/2018 101-1160-4220 Onsite Support Renewal/Tech Support 887.62 COMPUTER INTEGRATION TECHN.12/13/2018 700-7050-4705 HP Aruba POE+Switch 3,556.00 COMPUTER INTEGRATION TECHN.12/20/2018 400-4126-4703 Access Points, Aruba 1,351.86 COMPUTER INTEGRATION TECHN. 19,987.48 CORPORATE MECHANICAL 12/13/2018 101-1190-4300 Trane chiller, tripping relay's/replaced belts 485.50 CORPORATE MECHANICAL 01/03/2019 101-1170-4530 Change out condenser coil for server room 1,099.40 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 4 of 19 Name Check D Account Description Amount CORPORATE MECHANICAL 1,584.90 Crooked Pint 12/17/2018 101-1120-4370 Meeting regarding Lyman Blvd Project 82.00 Crooked Pint 82.00 Crystal Infosystems LLC 12/20/2018 101-1170-4110 Toner, Ink 1,342.52 Crystal Infosystems LLC 1,342.52 Cub Foods 12/17/2018 101-1537-4130 Pumpkin painting - sugar cookies 7.98 Cub Foods 12/17/2018 101-1614-4130 Halloween party - Apple cider, Buns 308.68 Cub Foods 12/17/2018 101-1614-4130 Halloween party - Apple cider -16.17 Cub Foods 12/17/2018 101-1220-4290 Truck 1 - Push In - Forks, Sheet Cake, Milk 55.20 Cub Foods 12/17/2018 101-1220-4290 Coffee 12.98 Cub Foods 368.67 CutRateBatteries.com 12/17/2018 400-0000-4510 Batteries - PW Flood 117.32 CutRateBatteries.com 117.32 DAHL TERRY 12/06/2018 101-1539-4300 Tae Kwon Do 514.00 DAHL TERRY 514.00 Danial Reem 12/06/2018 101-1539-4300 Zumba class 319.20 Danial Reem 319.20 Delta Dental 12/20/2018 101-0000-2013 January insurance premium 1,635.81 Delta Dental 12/20/2018 101-0000-2013 January insurance premium - cobra 60.40 Delta Dental 12/20/2018 700-0000-2013 January insurance premium 264.00 Delta Dental 12/20/2018 701-0000-2013 January insurance premium 233.81 Delta Dental 12/20/2018 720-0000-2013 January insurance premium 123.28 Delta Dental 2,317.30 DMVCheatSheets.com 12/17/2018 101-1550-4300 MN DMV Cheat Sheet and Online Practice Test Bundle 19.95 DMVCheatSheets.com 19.95 Domino's Pizza 12/17/2018 101-1614-4130 Halloween party - pizzas 119.47 Domino's Pizza 119.47 DSI 12/17/2018 101-1250-4360 St Paul Masters Plumbers License - A Madsen 21.00 DSI 21.00 Eddie Bauer 12/17/2018 700-0000-4240 Full Zip Hoodies 115.37 Eddie Bauer 115.37 Emergency Responder Products LLC 12/17/2018 101-1220-4120 Cylinder Marker Bands 151.99 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 5 of 19 Name Check D Account Description Amount Emergency Responder Products LLC 151.99 Engel Water Testing Inc 12/20/2018 700-0000-4300 25 water samples - Nov 2018 500.00 Engel Water Testing Inc 500.00 EnviroTech Services Inc.12/20/2018 101-1320-4150 calcium chloride 1,020.00 EnviroTech Services Inc. 1,020.00 FASTENAL COMPANY 12/06/2018 101-1320-4240 Blk Amb AS Glasses 48.00 FASTENAL COMPANY 12/06/2018 701-0000-4150 SSFirLegMiniBrackit, #152 10-2x9/16HCSS 366.95 FASTENAL COMPANY 12/06/2018 101-1320-4560 Parts/Supplies 141.82 FASTENAL COMPANY 12/06/2018 701-0000-4150 Parts/Supplies 16.17 FASTENAL COMPANY 12/13/2018 701-0000-4150 misc parts/supplies 64.55 FASTENAL COMPANY 12/13/2018 701-0000-4150 misc parts/supplies 27.48 FASTENAL COMPANY 12/20/2018 101-1550-4120 misc parts/supplies 61.83 FASTENAL COMPANY 12/27/2018 101-1550-4120 5/16"-18 x 5/8" Zinc 2.64 FASTENAL COMPANY 12/27/2018 700-0000-4530 HEXNUTSLV 3/8X1 7/8 13.50 FASTENAL COMPANY 01/03/2019 700-0000-4150 Drop-In 3/8, Set Tools 26.56 FASTENAL COMPANY 769.50 FedEx Office 12/17/2018 101-1220-4260 Return Equipment 14.91 FedEx Office 12/17/2018 101-1220-4260 Return Equipment 9.93 FedEx Office 24.84 Ferguson Waterworks #2516 12/06/2018 700-0000-4250 parts/supplies 1,226.44 Ferguson Waterworks #2516 12/13/2018 700-0000-4150 LEG MNT PULLEY 178.40 Ferguson Waterworks #2516 12/13/2018 700-0000-4550 5-1/4 A45 REV MAIN VLV - Mueller Hydt parts 842.00 Ferguson Waterworks #2516 01/03/2019 700-0000-4150 misc parts/supplies 902.94 Ferguson Waterworks #2516 01/03/2019 700-7043-4530 Snatch Block Pulley 155.62 Ferguson Waterworks #2516 01/03/2019 700-0000-4550 return - Mue Super Centurion -842.02 Ferguson Waterworks #2516 01/03/2019 700-0000-4530 Snatch Block Pulley 155.62 Ferguson Waterworks #2516 2,619.00 Fidelity Security Life 12/20/2018 101-0000-2007 Vision insurance - January 2019 132.82 Fidelity Security Life 12/20/2018 700-0000-2007 Vision insurance - January 2019 20.74 Fidelity Security Life 12/20/2018 701-0000-2007 Vision insurance - January 2019 14.58 Fidelity Security Life 12/20/2018 720-0000-2007 Vision insurance - January 2019 2.45 Fidelity Security Life 170.59 FORCE AMERICA INC 12/13/2018 101-1320-4120 Wire, Pin and 2400 PSI 357.32 FORCE AMERICA INC 12/13/2018 101-1550-4120 Wire, Pin and 2400 PSI 357.32 FORCE AMERICA INC 12/13/2018 700-0000-4120 Wire, Pin and 2400 PSI 357.31 FORCE AMERICA INC 01/03/2019 101-1320-4120 Main Spreader Board 1,336.64 FORCE AMERICA INC 2,408.59 FRONTIER PRECISION INC.01/03/2019 700-0000-4150 Battery 221.00 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 6 of 19 Name Check D Account Description Amount FRONTIER PRECISION INC. 221.00 Galls LLC 12/17/2018 700-0000-4240 Boots 34.36 Galls LLC 12/17/2018 701-0000-4240 Boots 34.36 Galls LLC 68.72 GMH ASPHALT CORP 12/13/2018 601-6032-4751 Street Reconstruction 16-01 164,584.54 GMH ASPHALT CORP 164,584.54 GOPHER STATE ONE-CALL INC 12/06/2018 400-0000-4300 November tickets 298.35 GOPHER STATE ONE-CALL INC 01/03/2019 400-0000-4300 December tickets 112.05 GOPHER STATE ONE-CALL INC 410.40 Hach Company 12/17/2018 700-7043-4120 Chemkey Reagents 297.81 Hach Company 297.81 Hallock Company 12/17/2018 700-0000-4530 Timer Blade Plug-In 96.77 Hallock Company 96.77 HAWKINS CHEMICAL 12/06/2018 700-7043-4160 Chlorine Cylinders 130.00 HAWKINS CHEMICAL 12/06/2018 700-7043-4160 Chlorine Cylinders 80.00 HAWKINS CHEMICAL 12/06/2018 700-7043-4160 Chlorine Cylinders 160.00 HAWKINS CHEMICAL 12/20/2018 700-7043-4160 Chlorine 1,050.00 HAWKINS CHEMICAL 12/27/2018 700-7019-4160 Hydrofluosilicic Acid, Corrosion Inhibitor 10,809.64 HAWKINS CHEMICAL 12,229.64 Health Strategies 12/06/2018 101-1220-4300 Preplacement,Drug Screen, Mask Fit, Physical - A Ullrich 373.00 Health Strategies 373.00 Hodge Products Inc 12/17/2018 700-0000-4150 Padlocks 175.95 Hodge Products Inc 12/17/2018 700-0000-4150 Padlocks 273.12 Hodge Products Inc 449.07 HOISINGTON KOEGLER GROUP 12/20/2018 401-0000-4300 Chanhassen Neighborhood Park Initiative 2014 - svc through Nov 1,757.50 HOISINGTON KOEGLER GROUP 1,757.50 Holiday Stationstore 12/17/2018 101-1370-4170 Fuel for #204 67.00 Holiday Stationstore 67.00 Home Depot 12/17/2018 700-0000-4150 Adapter, Coupling, Trn Bibb 42.54 Home Depot 12/17/2018 700-0000-4150 Pipe Plugs 78.64 Home Depot 12/17/2018 700-0000-4150 Gal Plug, Gal Bushing 18.58 Home Depot 12/17/2018 700-0000-4150 Gloves, Coupling, Adapter, Valves 116.64 Home Depot 12/17/2018 101-1550-4120 4x8 Pine Plybead 49.69 Home Depot 12/17/2018 101-1550-4120 Quikrete Anchoring Cement 18.76 Home Depot 12/17/2018 701-0000-4150 Electrical Tape 17.09 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 7 of 19 Name Check D Account Description Amount Home Depot 12/17/2018 700-7043-4150 Screws 6.71 Home Depot 12/17/2018 700-7043-4530 Snow Blower 697.84 Home Depot 12/17/2018 400-0000-4510 Batteries, Paint, Brush - PW Flood 122.49 Home Depot 12/17/2018 700-0000-4530 Solder Kit, Valve 41.89 Home Depot 12/17/2018 700-0000-4530 Brass Pipe Nipple 12.13 Home Depot 12/17/2018 700-0000-4150 Connectors, Seals 53.81 Home Depot 12/17/2018 701-0000-4260 Cordless Combo Kit - drills 399.00 Home Depot 12/17/2018 700-0000-4150 Cordless Hammer Drill/Impact 269.00 Home Depot 12/17/2018 700-0000-4150 Brushes 73.77 Home Depot 2,018.58 Houlihan's 12/17/2018 101-1180-4370 Post-Election Head Judge Dinner 226.15 Houlihan's 226.15 Hy-Vee 12/17/2018 101-1120-4370 Donuts - Annual benefit meeting refreshments 47.50 Hy-Vee 47.50 Idville 12/17/2018 101-1160-4530 Replacement Photo Backdrop ID Photos 203.70 Idville 203.70 ImageTrend, Inc 12/06/2018 101-1220-4300 Elite EMS CAD Integration Support Annual Recuring Fee 247.20 ImageTrend, Inc 247.20 IMPERIAL PORTA PALACE 12/13/2018 101-1550-4300 portable rest rooms 832.50 IMPERIAL PORTA PALACE 832.50 Indoor Landscapes Inc 12/13/2018 101-1170-4300 December Plant Service 187.00 Indoor Landscapes Inc 187.00 Innovative Office Solutions LLC 12/06/2018 101-1170-4110 Paper, Tape, Envelopes, Planner, Rubberbands 80.48 Innovative Office Solutions LLC 12/13/2018 101-1170-4110 office supplies 97.26 Innovative Office Solutions LLC 12/13/2018 101-1170-4110 office supplies 21.99 Innovative Office Solutions LLC 12/20/2018 101-1170-4110 Tape Dispenser, File Folders, Clipboard, Binder 45.54 Innovative Office Solutions LLC 01/03/2019 101-1170-4110 Tape, Paper, Cups, Binder 375.43 Innovative Office Solutions LLC 620.70 Interstate Powersystems 12/17/2018 101-1220-4140 Solenoid & Connection Assy, Flanged Hex, Plug Assy 265.99 Interstate Powersystems 265.99 JEFFERSON FIRE SAFETY INC 12/20/2018 400-4105-4705 FF Turn Out Gear - Tails, Pants 6,563.70 JEFFERSON FIRE SAFETY INC 6,563.70 JOHNSTONE SUPPLY 12/06/2018 101-1190-4530 Spiralnk Coupling for Pump 47.25 JOHNSTONE SUPPLY 12/27/2018 101-1190-4530 credit Spiralnk Couplings -47.25 JOHNSTONE SUPPLY 12/27/2018 101-1170-4510 Blower motor and capactor for P.S. area 253.43 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 8 of 19 Name Check D Account Description Amount JOHNSTONE SUPPLY 253.43 KATH FUEL OIL SERVICE 12/13/2018 101-1370-4170 Grease 1,059.74 KATH FUEL OIL SERVICE 12/13/2018 101-1370-4170 FGC DEXOS 0W20 55 -220.00 KATH FUEL OIL SERVICE 12/13/2018 101-1370-4170 Fuel 16,978.44 KATH FUEL OIL SERVICE 12/20/2018 700-0000-4170 ULS DYED NORDIC B35 1,156.20 KATH FUEL OIL SERVICE 18,974.38 Kidd Plumbing Inc 12/06/2018 101-1190-4510 Repair for urinal 297.50 Kidd Plumbing Inc 297.50 KIMLEY HORN AND ASSOCIATES INC 12/06/2018 400-0000-1155 Private Dev Field Obser - svc through 9/30/18 4,152.50 KIMLEY HORN AND ASSOCIATES INC 12/20/2018 601-6040-4300 Galpin Blvd Reonstruction - svc through 9/30/18 20,791.91 KIMLEY HORN AND ASSOCIATES INC 12/20/2018 410-0000-4300 Private Dev Field Observ - svc through 10/31/18 1,027.50 KIMLEY HORN AND ASSOCIATES INC 12/20/2018 400-0000-1155 Private Dev Field Observ - svc through 10/31/18 5,922.50 KIMLEY HORN AND ASSOCIATES INC 12/20/2018 605-6501-4300 TH 101 Reconstruction - svc through 10/31/18 7,669.08 KIMLEY HORN AND ASSOCIATES INC 01/03/2019 605-6501-4752 TH 101 Reconstruction - svc through Nov 2018 43,942.21 KIMLEY HORN AND ASSOCIATES INC 83,505.70 Laufenburger Dennis 12/20/2018 101-1110-4370 July-Dec mileage 335.72 Laufenburger Dennis 335.72 Little Blind Spot 12/13/2018 101-1370-4510 Repair Adam's shade - trip charge, labor, part 140.00 Little Blind Spot 140.00 LogMeIn Inc 12/17/2018 101-1160-4300 LogMeIn123 Subscription Renewal 375.80 LogMeIn Inc 375.80 LYMAN LUMBER 12/13/2018 101-1550-4150 2x12 18' & 10' ag treated 63.44 LYMAN LUMBER 63.44 Marco Inc 12/13/2018 101-1170-4110 KONICA SK-602, STAPLES, C2070 107.10 Marco Inc 12/13/2018 101-1170-4410 Monthly maintenance charges - Dec 2018 675.65 Marco Inc 12/13/2018 700-0000-4410 Monthly maintenance charges - Dec 2018 100.00 Marco Inc 12/13/2018 701-0000-4410 Monthly maintenance charges - Dec 2018 100.00 Marco Inc 12/13/2018 720-0000-4410 Monthly maintenance charges - Dec 2018 50.00 Marco Inc 1,032.75 Master Electric Co. Inc.12/27/2018 701-0000-4300 11/7/18 Test Electrical Inspection 723.00 Master Electric Co. Inc.12/27/2018 701-0000-4510 7/1/18 Arc Flash Study 960.00 Master Electric Co. Inc. 1,683.00 Matheson Tri-Gas, Inc.12/06/2018 101-1370-4170 Pro 33 Net 31#, Acetylene 130.87 Matheson Tri-Gas, Inc.12/06/2018 101-1370-4260 Gloves 23.16 Matheson Tri-Gas, Inc. 154.03 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 9 of 19 Name Check D Account Description Amount McMaster-Carr 12/17/2018 700-7043-4150 Valves 193.72 McMaster-Carr 12/17/2018 700-7043-4530 Pipe Fittings 20.93 McMaster-Carr 214.65 Menards 12/17/2018 701-0000-4150 Butcher Block CTop 256.97 Menards 12/17/2018 701-0000-4510 2-Hole End Post 13.97 Menards 270.94 MERLINS ACE HARDWARE 12/06/2018 101-1550-4150 misc parts/supplies 21.19 MERLINS ACE HARDWARE 12/06/2018 101-1600-4130 misc parts/supplies 17.99 MERLINS ACE HARDWARE 12/06/2018 700-0000-4150 misc parts/supplies 98.18 MERLINS ACE HARDWARE 12/06/2018 701-0000-4120 misc parts/supplies 17.26 MERLINS ACE HARDWARE 12/06/2018 101-1220-4290 misc parts/supplies 203.27 MERLINS ACE HARDWARE 12/06/2018 101-1310-4120 misc parts/supplies 24.29 MERLINS ACE HARDWARE 12/06/2018 101-1320-4120 misc parts/supplies 20.67 MERLINS ACE HARDWARE 12/06/2018 101-1320-4150 misc parts/supplies 16.15 MERLINS ACE HARDWARE 12/06/2018 101-1370-4510 misc parts/supplies 44.98 MERLINS ACE HARDWARE 12/06/2018 101-1530-4150 misc parts/supplies 49.49 MERLINS ACE HARDWARE 12/06/2018 101-1550-4120 misc parts/supplies 921.28 MERLINS ACE HARDWARE 12/06/2018 700-7019-4150 misc parts/supplies 8.99 MERLINS ACE HARDWARE 12/06/2018 700-7043-4150 misc parts/supplies 83.88 MERLINS ACE HARDWARE 1,527.62 Metropolitan Council, Env Svcs 12/13/2018 101-1250-3816 SAC - November 2018 -372.75 Metropolitan Council, Env Svcs 12/13/2018 701-0000-2023 SAC - November 2018 37,275.00 Metropolitan Council, Env Svcs 36,902.25 METROPOLITAN FORD 12/06/2018 701-0000-4140 Cylinder 73.01 METROPOLITAN FORD 73.01 Mills Fleet Farm 12/17/2018 700-0000-4240 Shirts, Jeans 36.23 Mills Fleet Farm 12/17/2018 701-0000-4240 Shirts, Jeans 36.22 Mills Fleet Farm 12/17/2018 700-0000-4240 Shirts, Jeans 96.97 Mills Fleet Farm 12/17/2018 701-0000-4240 Shirts, Jeans 96.97 Mills Fleet Farm 12/17/2018 700-0000-4240 Jeans 44.99 Mills Fleet Farm 12/17/2018 701-0000-4240 Jeans 44.99 Mills Fleet Farm 12/17/2018 701-0000-4240 Shirt 15.00 Mills Fleet Farm 12/17/2018 700-0000-4240 Shirt 14.99 Mills Fleet Farm 386.36 Minnesota Equipment 12/13/2018 101-1550-4120 misc parts/supplies 939.53 Minnesota Equipment 939.53 Minnesota Pump Works 12/06/2018 701-7025-4751 Sale/Install of New ABS Pumps, Base Elbows, Chk Valves 43,684.54 Minnesota Pump Works 43,684.54 Minnesota State Colleges and Universities 12/17/2018 101-1310-4370 Grading & Base 2 Class - S Ferraro 575.00 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 10 of 19 Name Check D Account Description Amount Minnesota State Colleges and Universities 575.00 MN Board of Firefighter Training & Education 12/17/2018 101-1220-4300 License 350.00 MN Board of Firefighter Training & Education 350.00 MN DEPT OF LABOR AND INDUSTRY 12/13/2018 101-1250-3818 Surcharge - November -63.98 MN DEPT OF LABOR AND INDUSTRY 12/13/2018 101-0000-2022 Surcharge - November 3,194.78 MN DEPT OF LABOR AND INDUSTRY 12/13/2018 101-1370-4300 pressure vessel 20.00 MN DEPT OF LABOR AND INDUSTRY 3,150.80 MN RECREATION & PARK ASSOC.12/20/2018 101-1600-4340 Job Posting - Rec Supervisor 100.00 MN RECREATION & PARK ASSOC.01/03/2019 101-1520-4370 MRPA Annual Conference on 10/12 - K Mathews and J Ruegemer 595.00 MN RECREATION & PARK ASSOC. 695.00 MN VALLEY ELECTRIC COOP 12/06/2018 101-1350-4320 Electricity charges 5,165.40 MN VALLEY ELECTRIC COOP 12/06/2018 101-1600-4320 Electricity charges 31.62 MN VALLEY ELECTRIC COOP 12/06/2018 700-0000-4320 Electricity charges 168.92 MN VALLEY ELECTRIC COOP 12/06/2018 701-0000-4320 Electricity charges 592.43 MN VALLEY ELECTRIC COOP 12/06/2018 101-1350-4320 Electricity charges 27.87 MN VALLEY ELECTRIC COOP 12/06/2018 101-1350-4320 Electricity charges 217.65 MN VALLEY ELECTRIC COOP 12/06/2018 101-1350-4320 Electricity charges 82.27 MN VALLEY ELECTRIC COOP 12/06/2018 101-1350-4320 Electricity charges 42.48 MN VALLEY ELECTRIC COOP 12/20/2018 101-1350-4320 electricity charges 227.21 MN VALLEY ELECTRIC COOP 01/03/2019 101-1350-4320 electricity charges 136.29 MN VALLEY ELECTRIC COOP 01/03/2019 101-1350-4320 electricity charges 45.72 MN VALLEY ELECTRIC COOP 01/03/2019 101-1350-4320 electricity charges 143.85 MN VALLEY ELECTRIC COOP 01/03/2019 101-1350-4320 electricity charges 28.32 MN VALLEY ELECTRIC COOP 01/03/2019 101-1350-4320 electricity charges 234.54 MN VALLEY ELECTRIC COOP 01/03/2019 101-1350-4320 electricity charges 86.60 MN VALLEY ELECTRIC COOP 01/03/2019 101-1350-4320 electricity charges 45.26 MN VALLEY ELECTRIC COOP 01/03/2019 101-1350-4320 electricity charges 5,246.85 MN VALLEY ELECTRIC COOP 01/03/2019 101-1600-4320 electricity charges 78.90 MN VALLEY ELECTRIC COOP 01/03/2019 700-0000-4320 electricity charges 181.18 MN VALLEY ELECTRIC COOP 01/03/2019 701-0000-4320 electricity charges 567.77 MN VALLEY ELECTRIC COOP 13,351.13 MUNICIPAL CODE CORPORATION 12/13/2018 101-1160-4300 annual administrative support fee 350.00 MUNICIPAL CODE CORPORATION 350.00 NAPA AUTO & TRUCK PARTS 01/03/2019 101-1550-4120 Grease Cap 2.79 NAPA AUTO & TRUCK PARTS 01/03/2019 101-1320-4120 Grease Cap, Blades, Oil Filters 230.11 NAPA AUTO & TRUCK PARTS 01/03/2019 101-1320-4120 Oil Filter -2.86 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1320-4120 shop towels 420.00 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1550-4120 shop towels 420.00 NAPA AUTO & TRUCK PARTS 12/13/2018 701-0000-4120 shop towels 420.00 NAPA AUTO & TRUCK PARTS 12/13/2018 700-0000-4140 headlight 7.25 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1370-4260 impact 3/8 fuel 161.06 NAPA AUTO & TRUCK PARTS 12/13/2018 701-0000-4120 oil/air/fuel/hydraulic filter 129.52 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1550-4120 oil filter 4.45 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1550-4120 breather 18.40 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 11 of 19 Name Check D Account Description Amount NAPA AUTO & TRUCK PARTS 12/13/2018 101-1550-4120 oil/fuel filters 84.36 NAPA AUTO & TRUCK PARTS 12/13/2018 701-0000-4120 fuel filter 8.32 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1320-4120 breather 18.40 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1420-4140 oil filters 8.41 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1550-4120 oil filter 16.10 NAPA AUTO & TRUCK PARTS 12/13/2018 700-0000-4140 blister pack capsules 36.62 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1550-4120 oil/fuel/air filters 67.31 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1550-4120 oil/air filters 53.90 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1370-4140 U Bolt -35.79 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1220-4140 acrylic enam intermix/fill-one mb aerosol 22.02 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1320-4120 oil/fuel filters 47.21 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1320-4120 winter blades/oil filter/fuel filter 13.72 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1220-4140 probase intermix/fill-one mb aerosol 35.81 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1220-4140 acrylic enam intermix/fill-one mb aerosol 22.02 NAPA AUTO & TRUCK PARTS 12/13/2018 101-1320-4120 air/oil/fuel filters / belt / coolant -911.95 NAPA AUTO & TRUCK PARTS 12/27/2018 101-1320-4140 Pressure Switch 61.85 NAPA AUTO & TRUCK PARTS 01/03/2019 101-1320-4120 Capsules, Blades, Oil, Air and Fuel Filters, Fuses 162.14 NAPA AUTO & TRUCK PARTS 01/03/2019 101-1320-4120 Grommet 3.77 NAPA AUTO & TRUCK PARTS 01/03/2019 101-1260-4140 Brake Pads 88.72 NAPA AUTO & TRUCK PARTS 1,613.66 Neenah Foundry Company Municipal 01/03/2019 101-1320-4150 Grate 174.00 Neenah Foundry Company Municipal 174.00 Network Solutions 12/17/2018 101-1160-4300 Domain Registration chn.mn 89.97 Network Solutions 89.97 NLSC Products Inc 12/27/2018 101-1170-4510 Ignitor for light fixture 17.00 NLSC Products Inc 17.00 Noodles & Company 12/17/2018 101-1110-4370 City Council Dinners 118.11 Noodles & Company 118.11 North American Safety 12/17/2018 700-0000-4240 Safety gloves 47.00 North American Safety 12/17/2018 701-0000-4240 Safety gloves 47.00 North American Safety 94.00 NoveltyLights.com 12/17/2018 101-1550-4120 Christmas Lights 1,498.43 NoveltyLights.com 12/17/2018 101-1320-4150 Holiday Lights 276.26 NoveltyLights.com 1,774.69 Nuss Truck & Equipment 12/13/2018 101-1320-4140 22303390 Sensor - Returned -605.00 Nuss Truck & Equipment 12/13/2018 101-1320-4140 22303391 Sensor 490.20 Nuss Truck & Equipment 12/13/2018 101-1320-4140 22303390 Sensor 605.00 Nuss Truck & Equipment 12/27/2018 101-1320-4140 Bracket 253.62 Nuss Truck & Equipment 743.82 Office Max/Office Depot 12/17/2018 700-7019-4120 Calendar, Planner 40.59 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 12 of 19 Name Check D Account Description Amount Office Max/Office Depot 12/17/2018 101-1170-4110 Mobile Laptop Cart -23.02 Office Max/Office Depot 12/17/2018 400-0000-4510 Frames 12.80 Office Max/Office Depot 12/17/2018 400-0000-4510 Frames, Cork Board 103.58 Office Max/Office Depot 12/17/2018 400-4126-4703 USB Flash Drive, 32 Gb 16.02 Office Max/Office Depot 149.97 OPG-3, Inc 12/27/2018 101-1160-4370 Concierge Care - 20 Hour 3,300.00 OPG-3, Inc 01/03/2019 400-4124-4703 Laserfiche Full Client License 2,781.21 OPG-3, Inc 6,081.21 O'Reilly Automotive Inc 12/06/2018 101-1550-4120 misc parts/supplies 5.87 O'Reilly Automotive Inc 5.87 Party City 12/17/2018 101-1180-4110 Tableclothes, Ziplocs 8.55 Party City 12/17/2018 101-1614-4130 Halloween party - decor 49.99 Party City 58.54 Pasternack 12/17/2018 700-0000-4150 Attenuator 132.03 Pasternack 12/17/2018 700-0000-4530 Attenuator 396.08 Pasternack 528.11 Pedretti Christine Lea 01/03/2019 101-1539-4300 12/18/18 Gentle and Vinyasa yoga 703.30 Pedretti Christine Lea 703.30 Pioneer Engineering, P.A.12/06/2018 601-6042-4300 Proj 118132 Lake Susan Trail Rehab through 10/31/18 565.00 Pioneer Engineering, P.A.12/20/2018 720-0000-4300 Proj 118309 Timberwood Estates through 10/31/18 1,900.00 Pioneer Engineering, P.A.12/20/2018 720-0000-4300 Proj 118317 Sunrise Hills 2nd Addition through 10/31/18 2,200.00 Pioneer Engineering, P.A.12/20/2018 720-0000-4300 Proj 118318 Cranes Vineyard Park through 10/31/18 2,270.00 Pioneer Engineering, P.A.12/20/2018 720-0000-4300 118364 Rice Marsh Lake Preserve - svc through 11/30/18 1,540.00 Pioneer Engineering, P.A.12/20/2018 601-6042-4300 118132 Lake Susan Trail Rehab - svc through 11/30/18 565.00 Pioneer Engineering, P.A. 9,040.00 PIONEER RIM & WHEEL CO.12/06/2018 101-1320-4140 Spacer Band 71.38 PIONEER RIM & WHEEL CO. 71.38 Potbelly Sandwich Shop 12/17/2018 101-1180-4370 Election dinners 136.29 Potbelly Sandwich Shop 12/17/2018 101-1220-4370 Ladder Truck Training 183.61 Potbelly Sandwich Shop 12/17/2018 101-1110-4370 City Council Dinners 118.60 Potbelly Sandwich Shop 12/17/2018 101-1180-4370 Election dinners 136.29 Potbelly Sandwich Shop 12/17/2018 101-1180-4370 Head judge meeting supper 146.89 Potbelly Sandwich Shop 12/17/2018 101-1180-4370 Precinet Supper for General Election 157.22 Potbelly Sandwich Shop 12/17/2018 101-1180-4370 Precinet Supper for General Election 240.92 Potbelly Sandwich Shop 12/17/2018 101-1180-4370 Precinet Supper for General Election 113.81 Potbelly Sandwich Shop 12/17/2018 101-1180-4370 Precinet Supper for General Election 113.81 Potbelly Sandwich Shop 1,347.44 Potentia MN Solar 12/06/2018 700-0000-4320 October 2018 1,448.73 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 13 of 19 Name Check D Account Description Amount Potentia MN Solar 12/06/2018 101-1190-4320 October 2018 2,711.74 Potentia MN Solar 12/06/2018 101-1170-4320 October 2018 2,089.58 Potentia MN Solar 6,250.05 PRAIRIE RESTORATIONS INC 12/06/2018 720-7202-4300 Roundhouse Park Beach Winter 2018-19 Buckthorn Removal 1,915.00 PRAIRIE RESTORATIONS INC 12/20/2018 720-7025-4751 Proj 1370 Liberty @ Bluff Creek 682.27 PRAIRIE RESTORATIONS INC 2,597.27 PRECISE MRM LLC 12/06/2018 101-1320-4310 Pooled Data Plan US/Network Access Fee 158.03 PRECISE MRM LLC 158.03 Premium Waters, Inc 12/13/2018 101-1550-4120 monthly fee 11.30 Premium Waters, Inc 11.30 Prezi 12/17/2018 720-0000-4360 Software Subscription 228.00 Prezi 228.00 Quality Flow Systems Inc 12/27/2018 701-0000-4553 Repair - seal kit, o-ring kit, bearing kit, handle-pump lifting 2,713.00 Quality Flow Systems Inc 2,713.00 RBM SERVICES INC 01/03/2019 101-1190-4350 Nightly Janitorial - Library - Nov 2018 - contract difference 1,163.25 RBM SERVICES INC 01/03/2019 101-1170-4350 Nightly Janitorial - City Hall - Nov 2018 - contract difference 1,204.22 RBM SERVICES INC 01/03/2019 101-1170-4350 Nightly Janitorial - City Hall - Dec 2018 - contract difference 1,204.22 RBM SERVICES INC 01/03/2019 101-1190-4350 Nightly Janitorial - Library - Dec 2018 - contract difference 1,163.25 RBM SERVICES INC 01/03/2019 101-1170-4350 Nightly Janitorial - City Hall - Jan 2019 3,479.00 RBM SERVICES INC 01/03/2019 101-1190-4350 Nightly Janitorial - Library - Jan 2019 3,370.00 RBM SERVICES INC 11,583.94 Red Wing Store 12/17/2018 101-1550-4240 Boots 319.99 Red Wing Store 319.99 Revolution Dancewear 12/17/2018 101-1535-4130 Dance Costumes 1,835.00 Revolution Dancewear 1,835.00 RICE LAKE CONSTRUCTION GROUP 12/27/2018 700-7050-4751 Chanhassen West WTP 157,051.93 RICE LAKE CONSTRUCTION GROUP 157,051.93 Rotary Club 12/17/2018 101-1520-4360 Monthly member fees - T Hoffman 53.00 Rotary Club 12/17/2018 101-1120-4360 Monthly member fees - T Gerhardt 53.00 Rotary Club 106.00 Safety Vehicle Solutions 12/27/2018 101-1220-4520 Re-wire radio in Tahoes 100.00 Safety Vehicle Solutions 100.00 Sam's Club 12/17/2018 101-1560-4300 Oktoberfest dessert, water, paper towels 149.31 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 14 of 19 Name Check D Account Description Amount Sam's Club 12/17/2018 101-1560-4300 Lunch and Learn - Alz. Wkshp - sugar, creamer, half and half 49.75 Sam's Club 12/17/2018 101-1560-4300 Bundt Cakes - Dessert "Mighty Mississippi" show 71.82 Sam's Club 270.88 Sensible Land Use Coalition 12/17/2018 101-1420-4360 Member Luncheon Program Ticket - K Aanenson 48.00 Sensible Land Use Coalition 12/17/2018 101-1420-4360 Member Luncheon Program Ticket - K Aanenson 48.00 Sensible Land Use Coalition 96.00 Slick Wraps 12/17/2018 400-4126-4703 Skins for MS Surface Book 27.97 Slick Wraps 27.97 SNAP-ON INDUSTRIAL 12/27/2018 101-1370-4260 misc parts/supplies 309.44 SNAP-ON INDUSTRIAL 12/27/2018 101-1370-4260 misc parts/supplies 18.12 SNAP-ON INDUSTRIAL 327.56 Southwest Metro Chamber of Commerce 12/13/2018 101-1110-4360 Member Investment - 2019 820.00 Southwest Metro Chamber of Commerce 12/17/2018 101-1120-4370 Chamber meeting - C Petersen 30.00 Southwest Metro Chamber of Commerce 12/17/2018 101-1120-4370 Chamber meeting - T Gerhardt 30.00 Southwest Metro Chamber of Commerce 12/17/2018 101-1120-4370 Chamber meeting - K Meuwissen 30.00 Southwest Metro Chamber of Commerce 12/17/2018 101-1420-4370 Chamber meeting - K Aanenson 30.00 Southwest Metro Chamber of Commerce 940.00 SPRINT PCS 12/20/2018 700-0000-4310 monthly charges 51.72 SPRINT PCS 12/20/2018 701-0000-4310 monthly charges 51.72 SPRINT PCS 103.44 SPS COMPANIES INC 12/06/2018 101-1370-4510 Water heater/delivery 6,714.18 SPS COMPANIES INC 12/13/2018 101-1190-4510 Locking Stop Cap 136.35 SPS COMPANIES INC 01/03/2019 101-1370-4510 Stop Cap 3/4 for Urinals and water closet 161.02 SPS COMPANIES INC 01/03/2019 101-1370-4510 Stop Cap 3/4 for Urinals and water closet -106.08 SPS Companies Inc 01/03/2019 101-1370-4510 Grid 17GA Tailpiece Plug - repair broken drain 30.80 SPS Companies Inc 01/03/2019 101-1370-4510 Optima - urinal repair 89.06 SPS Companies Inc 7,025.33 SRF CONSULTING GROUP INC 12/06/2018 101-1310-4300 MN Hwy 41/Minnetonka W Middle School Intersection - though 10/31 3,904.23 SRF CONSULTING GROUP INC 01/03/2019 101-1310-4300 MN Hwy 41/Minnetonka W Middle School Intersection - through Nov 156.06 SRF CONSULTING GROUP INC 4,060.29 STRATOGUARD LLC 12/20/2018 101-1160-4300 ProofPoint Email filtering Service - January 2019 160.00 STRATOGUARD LLC 160.00 Sun Life Financial 12/20/2018 101-1120-4040 Life Insurance-January 2019 29.90 Sun Life Financial 12/20/2018 101-1130-4040 Life Insurance-January 2019 20.59 Sun Life Financial 12/20/2018 101-1160-4040 Life Insurance-January 2019 10.53 Sun Life Financial 12/20/2018 101-1250-4040 Life Insurance-January 2019 50.94 Sun Life Financial 12/20/2018 101-1310-4040 Life Insurance-January 2019 40.68 Sun Life Financial 12/20/2018 101-1320-4040 Life Insurance-January 2019 47.34 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 15 of 19 Name Check D Account Description Amount Sun Life Financial 12/20/2018 101-1520-4040 Life Insurance-January 2019 15.35 Sun Life Financial 12/20/2018 101-1530-4040 Life Insurance-January 2019 6.03 Sun Life Financial 12/20/2018 101-1560-4040 Life Insurance-January 2019 4.95 Sun Life Financial 12/20/2018 101-1600-4040 Life Insurance-January 2019 10.32 Sun Life Financial 12/20/2018 101-1700-4040 Life Insurance-January 2019 1.65 Sun Life Financial 12/20/2018 101-1550-4040 Life Insurance-January 2019 39.86 Sun Life Financial 12/20/2018 101-1420-4040 Life Insurance-January 2019 33.21 Sun Life Financial 12/20/2018 101-1430-4040 Life Insurance-January 2019 1.98 Sun Life Financial 12/20/2018 210-0000-4040 Life Insurance-January 2019 7.65 Sun Life Financial 12/20/2018 720-7201-4040 Life Insurance-January 2019 2.34 Sun Life Financial 12/20/2018 720-7202-4040 Life Insurance-January 2019 2.34 Sun Life Financial 12/20/2018 101-1170-4040 Life Insurance-January 2019 3.45 Sun Life Financial 12/20/2018 101-1220-4040 Life Insurance-January 2019 18.45 Sun Life Financial 12/20/2018 701-0000-4040 Life Insurance-January 2019 31.30 Sun Life Financial 12/20/2018 700-0000-4040 Life Insurance-January 2019 40.26 Sun Life Financial 12/20/2018 720-0000-4040 Life Insurance-January 2019 16.32 Sun Life Financial 12/20/2018 101-0000-2011 Life Insurance-January 2019 737.03 Sun Life Financial 12/20/2018 210-0000-2011 Life Insurance-January 2019 6.00 Sun Life Financial 12/20/2018 700-0000-2011 Life Insurance-January 2019 104.36 Sun Life Financial 12/20/2018 701-0000-2011 Life Insurance-January 2019 104.36 Sun Life Financial 12/20/2018 720-0000-2011 Life Insurance-January 2019 13.15 Sun Life Financial 12/20/2018 101-1370-4040 Life Insurance-January 2019 18.60 Sun Life Financial 12/20/2018 101-0000-2011 Life Insurance-January 2019-Cobra 37.86 Sun Life Financial 1,456.80 Target 12/17/2018 101-1614-4130 Halloween party - Candy 783.58 Target 12/17/2018 101-1614-4130 Halloween party - Candy 44.01 Target 12/17/2018 101-1614-4130 Halloween party - Candy -306.88 Target 12/17/2018 720-7201-4300 Leaf bags for clean up 68.39 Target 12/17/2018 720-7201-4300 Leaf bags for clean up - refund -12.42 Target 12/17/2018 101-1180-4110 Ziploc bags for leftover food on Election day 10.50 Target 12/17/2018 101-1180-4110 Returned Utility Tubs -58.76 Target 12/17/2018 101-1220-4130 Med Bag - Wallet ID 16.10 Target 12/17/2018 101-1530-4150 Drano 7.83 Target 12/17/2018 101-1530-4130 Filter, Misc 4.80 Target 557.15 TCIC, Inc.01/03/2019 701-0000-4551 Adapter 72.00 TCIC, Inc. 72.00 The Garden By The Woods 12/17/2018 720-7201-4300 Mums, Ornamental 37.19 The Garden By The Woods 37.19 U of M Contlearning 12/17/2018 720-0000-4370 Construction Site Management class - R Pinkalla 215.00 U of M Contlearning 12/17/2018 101-1310-4370 APWA Conference 255.00 U of M Contlearning 12/17/2018 101-1310-4370 2019 Annual Meeting of City Engineers Assn of MN 315.00 U of M Contlearning 785.00 UNITED WAY 12/06/2018 101-0000-2006 PR Batch 00407.12.2018 United Way 28.40 UNITED WAY 12/20/2018 101-0000-2006 PR Batch 00421.12.2018 United Way 28.40 UNITED WAY 01/03/2019 101-0000-2006 PR Batch 00404.01.2019 United Way 29.40 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 16 of 19 Name Check D Account Description Amount UNITED WAY 86.20 Universal Athletic Services, Inc.12/27/2018 101-1600-4130 Mueller Cold Packs Instant 53.97 Universal Athletic Services, Inc. 53.97 USA BLUE BOOK 01/03/2019 700-7019-4530 Gauges 286.55 USA BLUE BOOK 286.55 USABlueBook 12/17/2018 701-0000-4530 Float Switch 479.10 USABlueBook 479.10 VERIZON WIRELESS 12/06/2018 101-1220-4310 phone charges 10/19-11/18 40.01 VERIZON WIRELESS 12/06/2018 101-1550-4310 phone charges 10/19-11/18 496.19 VERIZON WIRELESS 12/06/2018 101-1520-4310 phone charges 10/19-11/18 51.60 VERIZON WIRELESS 12/06/2018 101-1600-4310 phone charges 10/19-11/18 30.93 VERIZON WIRELESS 12/06/2018 101-1530-4310 phone charges 10/19-11/18 51.60 VERIZON WIRELESS 12/06/2018 101-0000-2006 phone charges 10/19-11/18 10.00 VERIZON WIRELESS 12/06/2018 700-0000-4310 phone charges 10/19-11/18 609.52 VERIZON WIRELESS 12/06/2018 701-0000-4310 phone charges 10/19-11/18 441.41 VERIZON WIRELESS 12/06/2018 720-0000-4310 phone charges 10/19-11/18 581.39 VERIZON WIRELESS 12/06/2018 101-1160-4310 phone charges 10/19-11/18 113.20 VERIZON WIRELESS 12/06/2018 101-1120-4310 phone charges 10/19-11/18 319.53 VERIZON WIRELESS 12/06/2018 101-1170-4310 phone charges 10/19-11/18 31.90 VERIZON WIRELESS 12/06/2018 101-1260-4310 phone charges 10/19-11/18 103.81 VERIZON WIRELESS 12/06/2018 101-1130-4310 phone charges 10/19-11/18 51.60 VERIZON WIRELESS 12/06/2018 101-1250-4310 phone charges 10/19-11/18 145.10 VERIZON WIRELESS 12/06/2018 101-1310-4310 phone charges 10/19-11/18 218.80 VERIZON WIRELESS 12/06/2018 101-1370-4310 phone charges 10/19-11/18 120.40 VERIZON WIRELESS 12/06/2018 101-1320-4310 phone charges 10/19-11/18 394.97 VERIZON WIRELESS 12/06/2018 101-1220-4310 phone charges 10/19-11/18 488.31 VERIZON WIRELESS 01/03/2019 101-1550-4310 phone charges 11/19-12/18 338.01 VERIZON WIRELESS 01/03/2019 101-1520-4310 phone charges 11/19-12/18 51.60 VERIZON WIRELESS 01/03/2019 101-1600-4310 phone charges 11/19-12/18 198.71 VERIZON WIRELESS 01/03/2019 101-1530-4310 phone charges 11/19-12/18 51.60 VERIZON WIRELESS 01/03/2019 101-0000-2006 phone charges 11/19-12/18 10.00 VERIZON WIRELESS 01/03/2019 700-0000-4310 phone charges 11/19-12/18 593.52 VERIZON WIRELESS 01/03/2019 701-0000-4310 phone charges 11/19-12/18 376.53 VERIZON WIRELESS 01/03/2019 720-0000-4310 phone charges 11/19-12/18 190.10 VERIZON WIRELESS 01/03/2019 101-1160-4310 phone charges 11/19-12/18 113.20 VERIZON WIRELESS 01/03/2019 101-1120-4310 phone charges 11/19-12/18 339.87 VERIZON WIRELESS 01/03/2019 101-1170-4310 phone charges 11/19-12/18 31.90 VERIZON WIRELESS 01/03/2019 101-1260-4310 phone charges 11/19-12/18 103.81 VERIZON WIRELESS 01/03/2019 101-1130-4310 phone charges 11/19-12/18 51.60 VERIZON WIRELESS 01/03/2019 101-1250-4310 phone charges 11/19-12/18 422.34 VERIZON WIRELESS 01/03/2019 101-1310-4310 phone charges 11/19-12/18 195.09 VERIZON WIRELESS 01/03/2019 101-1370-4310 phone charges 11/19-12/18 120.40 VERIZON WIRELESS 01/03/2019 101-1320-4310 phone charges 11/19-12/18 392.73 VERIZON WIRELESS 01/03/2019 101-1220-4310 phone charges 11/19-12/18 488.31 VERIZON WIRELESS 01/03/2019 101-1220-4310 phone charges 11/19-12/18 40.01 VERIZON WIRELESS 8,409.60 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 17 of 19 Name Check D Account Description Amount Wal-Mart 12/17/2018 101-1560-4300 Veteran's Bkfst 52.89 Wal-Mart 12/17/2018 101-1537-4130 Grandparent and Me pumpkins 41.86 Wal-Mart 94.75 Water Conservation Services, Inc.01/03/2019 700-0000-4552 Leak @ 6601 Minnewashta on 12/11/18 417.26 Water Conservation Services, Inc. 417.26 WEISSMAN 12/17/2018 101-1535-4130 Dance costumes 1,836.21 WEISSMAN 12/17/2018 101-1535-4130 Dance costumes 5,020.69 WEISSMAN 6,856.90 WM MUELLER & SONS INC 12/06/2018 420-0000-4751 Asphalt Plant 734.13 WM MUELLER & SONS INC 12/06/2018 420-0000-4751 Asphalt Plant 682.54 WM MUELLER & SONS INC 12/13/2018 420-0000-4751 Asphalt Plant 92.65 WM MUELLER & SONS INC 12/13/2018 101-1550-4300 Carver Cy 120.00 WM MUELLER & SONS INC 12/13/2018 101-1550-4300 Carver Cy 280.00 WM MUELLER & SONS INC 12/13/2018 101-1550-4300 Carver Cy 240.00 WM MUELLER & SONS INC 2,149.32 WSB & ASSOCIATES INC 12/06/2018 601-6039-4752 Lake Drive East Street Improvement Proj 18-02 - Sept 2018 307.00 WSB & ASSOCIATES INC 12/06/2018 420-0000-4300 2018 Roads Chanhassen Pavement Management - Sept 2018 672.50 WSB & ASSOCIATES INC 12/06/2018 420-0000-4300 2018 Trails and Parking Lot Pavement Management - Sept 2018 672.50 WSB & ASSOCIATES INC 12/06/2018 601-6033-4752 Park Road Mill and Overlay - svc from Oct 2018 1,068.00 WSB & ASSOCIATES INC 12/06/2018 601-6032-4752 Street Reconstruction Proj 16-01 - svc from Oct 2018 251.00 WSB & ASSOCIATES INC 12/06/2018 701-0000-4300 OMS Sewer Televising History Import - svc from Oct 2018 234.00 WSB & ASSOCIATES INC 12/06/2018 101-1310-4300 2018 GIS Support Services - svc from Oct 2018 156.00 WSB & ASSOCIATES INC 12/13/2018 700-0000-4300 OMS Facilities Implementation - svc from Oct 2018 936.00 WSB & ASSOCIATES INC 12/06/2018 101-1310-4300 2018 GIS Support Services - svc from Sept 2018 312.00 WSB & ASSOCIATES INC 12/06/2018 601-6038-4752 Orchard Lane Area Street/Utility Recon Proj 18-01 - Sept 2018 8,156.50 WSB & ASSOCIATES INC 12/20/2018 720-0000-4300 SWAMP Subscription - Pond Inventory Program 3,000.00 WSB & ASSOCIATES INC 12/20/2018 601-6039-4300 Lake Drive East St Improvement Proj 18-2 - Svc through Oct 5,514.00 WSB & ASSOCIATES INC 12/20/2018 601-6038-4300 Orchard Lane Area St and Utility Rec Proj 18-1 - Svc through Oct 7,152.50 WSB & ASSOCIATES INC 12/20/2018 720-0000-4300 2018 Misc Ponds - Svc through Oct 2018 734.25 WSB & ASSOCIATES INC 12/20/2018 720-7025-4751 Ithilian Pond Maintenance Proj 18-11 - Svc through Oct 2018 4,407.50 WSB & ASSOCIATES INC 01/03/2019 605-6501-4300 Proj 14-08 Hwy 101 Wetland Permitting - Nov 2018 svc 605.50 WSB & ASSOCIATES INC 01/03/2019 601-6033-4300 Proj 16-04 Park Road Mill and Overlay - Nov 2018 svc 225.00 WSB & ASSOCIATES INC 01/03/2019 601-6038-4752 Proj 18-01 Orchard Lane Area St/Utility Recon - Nov 2018 svc 11,759.25 WSB & ASSOCIATES INC 01/03/2019 601-6039-4752 Proj 18-02 Lake Drive East Street Improvement - Nov 2018 svc 11,900.00 WSB & ASSOCIATES INC 58,063.50 WW Grainger 12/17/2018 700-7043-4150 Label Cartridge 55.24 WW Grainger 12/17/2018 700-7043-4120 Filters, Gauge Pressure 167.36 WW Grainger 12/17/2018 700-7043-4530 Gauge Pressure 281.00 WW Grainger 12/17/2018 700-0000-4150 Coil Clip, Caps, Solenoid Valve 175.74 WW Grainger 679.34 WW GRAINGER INC 12/13/2018 101-1320-4120 Mainwheel Kit-Nylon 101.32 WW GRAINGER INC 12/13/2018 700-0000-4530 Hand Dryer - PW flood 823.43 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 18 of 19 Name Check D Account Description Amount WW GRAINGER INC 924.75 XCEL ENERGY INC 12/06/2018 101-1350-4320 electricity charges 20,114.55 XCEL ENERGY INC 12/20/2018 700-0000-4320 electricity charges 1,048.60 XCEL ENERGY INC 12/20/2018 101-1350-4320 electricity charges 160.33 XCEL ENERGY INC 12/20/2018 101-1600-4320 electricity charges 12.15 XCEL ENERGY INC 12/27/2018 700-0000-4320 electricity charges 7,497.30 XCEL ENERGY INC 12/27/2018 700-0000-4320 electricity charges 2,838.72 XCEL ENERGY INC 12/27/2018 701-0000-4320 electricity charges 4,118.94 XCEL ENERGY INC 01/03/2019 700-7019-4320 electricity charges 4,018.59 XCEL ENERGY INC 01/03/2019 101-1350-4320 electricity charges 21,550.91 XCEL ENERGY INC 01/03/2019 700-7043-4320 electricity charges 3,446.17 XCEL ENERGY INC 01/03/2019 101-1350-4320 electricity charges 11.31 XCEL ENERGY INC 01/03/2019 101-1350-4320 electricity charges 77.45 XCEL ENERGY INC 01/03/2019 101-1350-4320 electricity charges 36.60 XCEL ENERGY INC 01/03/2019 101-1350-4320 electricity charges 33.55 XCEL ENERGY INC 01/03/2019 700-0000-4320 electricity charges 57.33 XCEL ENERGY INC 01/03/2019 101-1600-4320 electricity charges 16.50 XCEL ENERGY INC 01/03/2019 101-1350-4320 electricity charges 11.31 XCEL ENERGY INC 01/03/2019 101-1600-4320 electricity charges 172.78 XCEL ENERGY INC 01/03/2019 101-1540-4320 electricity charges 388.22 XCEL ENERGY INC 01/03/2019 101-1600-4320 electricity charges 45.53 XCEL ENERGY INC 01/03/2019 101-1550-4320 electricity charges 174.52 XCEL ENERGY INC 01/03/2019 101-1170-4320 electricity charges 1,399.00 XCEL ENERGY INC 01/03/2019 101-1190-4320 electricity charges 1,447.95 XCEL ENERGY INC 01/03/2019 101-1220-4320 electricity charges 991.68 XCEL ENERGY INC 01/03/2019 101-1370-4320 electricity charges 1,986.91 XCEL ENERGY INC 01/03/2019 101-1120-4320 electricity charges 97.73 XCEL ENERGY INC 01/03/2019 700-0000-4320 electricity charges 248.36 XCEL ENERGY INC 01/03/2019 701-0000-4320 electricity charges 248.36 XCEL ENERGY INC 72,251.35 ZEE MEDICAL SERVICE 12/27/2018 101-1370-4120 Flush Solution, Towelettes, Tweezer, Bandages, Hydrocortisone 42.00 ZEE MEDICAL SERVICE 12/27/2018 101-1320-4120 Flush Solution, Towelettes, Tweezer, Bandages, Hydrocortisone 42.00 ZEE MEDICAL SERVICE 84.00 ZIEGLER INC 12/13/2018 700-0000-4530 Perform load bank 690.46 ZIEGLER INC 12/13/2018 700-0000-4530 Perform load bank 737.14 ZIEGLER INC 12/13/2018 101-1320-4120 CM Seal Stk 79.82 ZIEGLER INC 12/13/2018 101-1320-4120 CM Seal Stk -79.82 ZIEGLER INC 12/13/2018 101-1320-4120 CM Seal Stk 92.98 ZIEGLER INC 1,520.58 Zinio 12/17/2018 101-1160-4210 PC Magazine Annual Renewal 19.99 Zinio 19.99 943,629.25 Accounts Payable - Check Detail-ACH (01/04/2019 - 2:10 PM)Page 19 of 19 CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Building Permit Valuation Summary 12192018 Section CORRESPONDENCE DISCUSSION Item No: K.2. Prepared By Todd Gerhardt, City Manager File No: ATTACHMENTS: Building Permit Valuation Summary CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject 2018 Building Permit Activity Section CORRESPONDENCE DISCUSSION Item No: K.3. Prepared By Kate Aanenson, AICP, Community Development Director File No: ATTACHMENTS: 2018 Building Permit Activity CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Building Permit Data as of 01042019 Section CORRESPONDENCE DISCUSSION Item No: K.4. Prepared By Todd Gerhardt, City Manager File No: ATTACHMENTS: Building Permit Data BUILDING PERMIT DATA \\cfss\cfs5\Shared_Data\PLAN\CENSUS\RPT 201 8 CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Riley Purgatory Bluff Creek Watershed District 2019 Annual Communication Section CORRESPONDENCE DISCUSSION Item No: K.5. Prepared By Todd Gerhardt, City Manager File No: SWMP001 ATTACHMENTS: Riley Purgatory Bluff Creek WSD Annual Communication CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject Thank you letter to Joe & Katie Scott Section CORRESPONDENCE DISCUSSION Item No: K.6. Prepared By Todd Gerhardt, City Manager File No: ATTACHMENTS: Thank you letter to Joe & Katie Scott 12272018 CITY COUNCIL STAFF REPORT Monday, January 14, 2019 Subject December 2018 Website Analytics Overview Section CORRESPONDENCE DISCUSSION Item No: K.7. Prepared By Kim Meuwissen, Office Manager File No: ATTACHMENTS: December 2018 Website Analytics Overview City of Chanhassen All Web Site Data GO TO REPORT Top Channels Users Conversions Acquisition Behavior Set up a goal. To see outcome metrics, define one or more goals. GET STARTED Conversions Acquisition Overview Dec 1, 2018 -Dec 31, 2018 Primary Dimension:Conversion: Edit Channel Grouping To see all 6 Channels click here. Top Channels All Goals Organic Search Direct Social Referral (Other) Email 27.4% 67.1% Users Goal Conversion Rate …Dec 8 Dec 15 Dec 22 Dec 29 400400400 800800800 …Dec 8 Dec 15 Dec 22 Dec 29 0.00%0.00%0.00% 100.00%100.00%100.00% 1 Organic Search 2 Direct 3 Social 4 Referral 5 (Other) 6 Email Users 10,065 New Users 8,157 Sessions 13,486 6,802 2,778 307 241 8 1 Bounce Rate 64.49% Pages / Session 2.05 Avg. Session Duration 00:01:42 61.60% 73.05% 63.95% 60.56% 87.50% 100.00% © 2019 Google All Users 100.00% Users City of Chanhassen All Web Site Data GO TO REPORT Page Rows 1 - 10 of 1897 Pages Dec 1, 2018 -Dec 31, 2018 Explorer Pageviews Unique Pageviews Avg. Time on Page Entrances Bounce Rate % Exit Page Value 27,614 % of Total:100.00% (27,614) 22,536 % of Total:100.00% (22,536) 00:01:38 Avg for View:00:01:38 (0.00%) 13,486 % of Total:100.00% (13,486) 64.49% Avg for View:64.49% (0.00%) 48.84% Avg for View:48.84% (0.00%) $0.00 % of Total:0.00% ($0.00) 1.4,464 (16.17%) 3,051 (13.54%)00:02:18 2,867 (21.26%)40.60%35.28%$0.00 (0.00%) 2.1,502 (5.44%) 1,318 (5.85%)00:04:20 1,166 (8.65%)85.16%82.49%$0.00 (0.00%) 3.1,338 (4.85%) 1,121 (4.97%)00:00:52 975 (7.23%)28.31%31.54%$0.00 (0.00%) 4.1,108 (4.01%) 1,024 (4.54%)00:01:56 632 (4.69%)91.14%81.41%$0.00 (0.00%) 5.684 (2.48%) 560 (2.48%)00:04:08 262 (1.94%)79.39%67.69%$0.00 (0.00%) 6.638 (2.31%) 575 (2.55%)00:01:43 307 (2.28%)86.64%71.16%$0.00 (0.00%) 7.517 (1.87%) 334 (1.48%)00:00:29 124 (0.92%)27.42%15.86%$0.00 (0.00%) 8.437 (1.58%) 356 (1.58%)00:01:02 133 (0.99%)51.88%34.78%$0.00 (0.00%) 9.339 (1.23%) 265 (1.18%)00:02:22 120 (0.89%)62.50%55.75%$0.00 (0.00%) 10.317 (1.15%) 291 (1.29%)00:01:14 173 (1.28%)79.19%68.45%$0.00 (0.00%) Pageviews …Dec 8 Dec 15 Dec 22 Dec 29 1,0001,0001,000 2,0002,0002,000 / /289/Ice-Skating-Rinks /296/Recreation-Center /301/Gym-Schedule /240/Agendas-Minutes-Videos /1018/Job-Opportunities /194/Proposed-Developments /31/Parks-Recreation /242/City-Code /122/Utility-Billing © 2019 Google All Users 100.00% Pageviews City of Chanhassen All Web Site Data GO TO REPORT Search Term Rows 1 - 10 of 647 Search Terms Dec 1, 2018 -Dec 31, 2018 Explorer Site Usage Total Unique Searches Results Pageviews / Search % Search Exits % Search Refinements Time after Search Avg. Search Depth 856 % of Total:100.00% (856) 1.18 Avg for View:1.18 (0.00%) 33.88% Avg for View:33.88% (0.00%) 19.55% Avg for View:19.55% (0.00%) 00:02:23 Avg for View:00:02:23 (0.00%) 1.48 Avg for View:1.48 (0.00%) 1.finance director 43 (5.02%)1.09 58.14%4.26%00:02:36 1.26 2.Pickleball 16 (1.87%)1.19 43.75%26.32%00:01:23 0.50 3.Ice skating 8 (0.93%)1.12 0.00%22.22%00:00:54 1.38 4.permits 7 (0.82%)1.43 0.00%20.00%00:01:00 1.86 5.calendar 5 (0.58%)1.60 60.00%0.00%00:10:13 1.80 6.Gym Schedule 5 (0.58%)1.00 80.00%20.00%00:00:46 0.20 7.Ice Skating Rinks 5 (0.58%)1.20 40.00%0.00%00:00:34 0.80 8.Open gym 5 (0.58%)1.20 100.00%0.00%00:02:07 0.00 9.Pool 5 (0.58%)1.00 100.00%0.00%00:00:00 0.00 10.Ice rinks 4 (0.47%)1.00 0.00%0.00%00:01:47 1.25 Total Unique Searches …Dec 8 Dec 15 Dec 22 Dec 29 404040 808080 © 2019 Google All Users 100.00% Total Unique Searches City of Chanhassen All Web Site Data GO TO REPORT Rows 1 - 3 of 3 Overview Dec 1, 2018 -Dec 31, 2018 Explorer Summary 10,065 % of Total: 100.00% (10,065) 10,065 % of Total: 100.00% (10,065) 1.desktop5,11451.27% 2.mobile4,26242.73% 3.tablet5986.00% Users …Dec 8Dec 15 Dec 22 Dec 29 400400400 800800800 Device CategoryUsersUsers Contribution to total: Users 6% 42.7%51.3% © 2019 Google All Users 100.00% Users City of Chanhassen All Web Site Data GO TO REPORT Rows 1 - 3 of 3 Overview Dec 1, 2018 -Dec 31, 2018 Explorer Summary 10,065% of Total: 100.00% (10,065)10,065% of Total: 100.00% (10,065) 1.desktop 5,114 51.27% 2.mobile 4,262 42.73% 3.tablet 598 6.00% Users …Dec 8 Dec 15 Dec 22 Dec 29 400400400 800800800 Device Category Users Users Contribution to total: Users 6% 42.7%51.3% © 2019 Google All Users 100.00% Users DECEMBER 2018 WEBSITE ANALYTICS OVERVIEW City of ChanhassenAll Web Site Data GO TO REPORT Language Users % Users 1.en-us 9,857 98.05% 2.en-gb 46 0.46% 3.c 15 0.15% 4.en-ca 15 0.15% 5.ko 12 0.12% 6.zh-cn 11 0.11% 7.de-de 10 0.10% 8.en-au 10 0.10% 9.fr-fr 7 0.07% 10.(not set)6 0.06% Audience Overview Dec 1, 2018 -Dec 31, 2018 Overview Sessions Pageviews …Dec 8 Dec 15 Dec 22 Dec 29 400400400 800800800 1,0001,0001,000 2,0002,0002,000 Users 10,065 New Users 8,157 Sessions 13,486 Number of Sessions per User 1.34 Pageviews 27,614 Pages / Session 2.05 Avg. Session Duration 00:01:42 Bounce Rate 64.49% New Visitor Returning Visitor 24.9% 75.1% © 2019 Google All Users100.00% Users SESSIONS VS. PAGEVIEWS 13,486 Sessions vs. 27,614 Pageviews Session: The period of time a user is actively engaged with our website, app, etc. Pageview: Total # of pages viewed. Repeated views of a single page are counted. HOW ARE THEY FINDING US? 6,802 Organic Search 2,778 Direct 307 Social 241 Referral WHAT ARE THEY USING TO VIEW OUR SITE? WHAT ARE THEY SEARCHING FOR?WHAT PAGES ARE THEY VISITING? NEW VS. RETURNING VISITOR 8,267 New Visitors 2,744 Returning Visitors WHAT CAN WE LEARN? Looking at 2018, we had large spikes in traffic during FebFest, the 4th of July Celebration, & elections. There were a total of 492,167 pageviews on our website during 2018. In order, the top pages visited were 4th of July, Rec Center, Job Opportunities, Agendas & Minutes, Proposed Developments, Gym Schedule, Parks & Rec, & Lake Ann.