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Home My WebLink About02.01.10 Council Packet City of Fannington 430 Third Street Farmington, MN 55024 Mission Statement Through teamwork and cooperation, the City of Farmington provides quality services that preserve our proud past and foster a'promisingfuture. AGENDA REGULAR CITY COUNCIL MEETING FEBRUARY 1, 2010 7:00 P.M. CITY COUNCIL CHAMBERS Action Taken 1. CALL TO ORDER 7:00 P.M. 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. APPROVEAGENDA 5. ANNOUNCEMENTS/COMMENDATIONS a) Swearing-in Police Officer b) Introduce New Firefighters 6. CITIZEN COMMENTS / RESPONSES TO COMMENTS (Openfor Audience Comments) 7. CONSENT AGENDA a) Approve Council Minutes (1/19/1 0 Regular) b) School and Conference - Police Department c) School and Conference - Administration d) School and Conference - Natural Resources e) School and Conference - Fire Department f) School and Conference - Police Department g) Approve HITECH Agreement - Human Resources h) Approve Bills Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 Page 8 8. PUBLIC HEARINGS 9. AWARDOFCONTRACT 10. PETITIONS, REQUESTS AND COMMUNICATIONS a) Adopt Resolution - Accept Donation - Fire Department b) Approve Preliminary Design Ice Arena Improvements - Parks and Recreation c) Approve Change Order #2 Dushane Parkway - Engineering Page 9 Page 10 Page 11 11. UNFINISHED BUSINESS 12. NEW BUSINESS a) Adopt Resolution - Approve 2010 Sealcoat Feasibility Report - Engineering b) Adopt Resolution - Approve 2010 Sealcoat Joint Powers Agreement - Engineering Page 12 Page 13 13. COUNCIL ROUNDTABLE 14. ADJOURN City of Fannington 430 Third Street Farmington, MN 55024 Mission Statement Through teamwork and cooperation, the City of Farmington provides quality services that preserve our proud past and foster a promisingfuture. AGENDA REGULAR CITY COUNCIL MEETING FEBRUARY 1,2010 7:00 P.M. CITY COUNCIL CHAMBERS Action Taken 1. CALL TO ORDER 7:00 P.M. 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. APPROVEAGENDA 5. ANNOUNCEMENTS/COMMENDATIONS a) Swearing-in Police Officer b) Introduce New Firefighters Sworn-in Introduced 6. CITIZEN COMMENTS / RESPONSES TO COMMENTS (Open/or Audience Comments) 7. CONSENT AGENDA a) Approve Council Minutes (1/19/1 0 Regular) b) School and Conference - Police Department c) School and Conference - Administration d) School and Conference - Natural Resources e) School and Conference - Fire Department f) School and Conference - Police Department g) Approve HITECH Agreement - Human Resources h) Approve Bills Approved Approved Approved Approved Approved Approved Approved Approved 8. PUBLIC HEARINGS 9. AWARDOFCONTRACT 10. PETITIONS, REQUESTS AND COMMUNICATIONS a) Adopt Resolution - Accept Donation - Fire Department b) Approve Preliminary Design Ice Arena Improvements - Parks and Recreation c) Approve Change Order #2 Dushane Parkway - Engineering R7-10 February 16,2010 Approved 11. UNFINISHED BUSINESS 12. NEW BUSINESS a) Adopt Resolution - Approve 2010 Sealcoat Feasibility Report - Engineering b) Adopt Resolution - Approve 2010 Sea1coat Joint Powers Agreement - Engineering 13. COUNCIL ROUNDTABLE 14. ADJOURN R8-10 R9-10 ?CL COUNCIL MINUTES REGULAR January 19,2010 1. CALL TO ORDER The meeting was called to order by Mayor Larson at 7:00 p.m. 2. PLEDGE OF ALLEGIANCE Mayor Larson led the audience and Council in the Pledge of Allegiance. 3. ROLL CALL Members Present: Members Absent: Also Present: Audience: Larson, Fogarty, May, Wilson Donnelly Andrea Poehler, City Attorney; Peter Herlofsky, City Administrator; Lisa Shadick, Administrative Services Director; Cynthia Muller, Executive Assistant Annette and Steve Kuyper 4. APPROVE AGENDA Councilmember May wanted to comment on 7 d) 2009 Fire Department Annual Report and pulled 7g) Approve Fire Pension Benefit for discussion. Councilmember Fogarty moved the supplemental item 11a) Fire Relief City Contribution Adjustment to the consent agenda. Councilmember Wilson wanted to comment on 7h) Accept Park Bench Donation and 7i) Accept Donation to the Rambling River Center Construction Project. MOTION by Fogarty, second by Wilson to approve the Agenda. APIF, MOTION CARRIED. 5. ANNOUNCEMENTS 6. CITIZEN COMMENTS Ms. Annette Kuyper, Farmington Warrior to Citizen campaign, informed Council of their plans for 2010. The organization helps to support and recognize military members and their families. They would like to increase their partnership with local businesses, churches, and schools. Farmington has mentored other cities on this program and has joined with Rosemount, Eagan, Lakeville, and Hastings with many events. All of these cities are working with Dakota County to become a Yellow Ribbon County. Starting in February there will be free veteran's dinners once a month in cooperation with local churches. There are three annual events planned again for 2010. On March 2, there will be a Military Family Night at the Police Department. On March 7, they will hold a spaghetti fundraiser dinner at the American Legion. The organization will be hosting a Swarm game on April 9, played at the Xcel Energy Center. On May 8, there will be a mother / grandmother luncheon of active members at St. Michael's Church. There will be a Military Family Picnic on May 22, at the Fairgrounds. The work for the campaign will receive greater attention this year as over 3,000 local Minnesota Army National Guard members will be going to Afghanistan by the end of the year. a) Response to David Pritzlaff A response was sent to Mr. Pritzlaff. Council Minutes (Regular) January 19,2010 Page 2 b) Response to Colin Garvey A response was sent to Mr. Garvey. 7. CONSENT AGENDA MOTION by Fogarty, second by Wilson to approve the Consent Agenda as follows: a) Approved Council Minutes (1/4/10 Regular) (1/11/10 Workshop) (1/13/10 Special) b) Received Information 4th Quarter Building Permit Report - Building Inspections c) Approved Amended Hauler Financial Agreement with Dakota County - Municipal Services d) Received Information 2009 Annual Report - Fire Department Councilmember May noted it was a nice dinner at the annual meeting. The Fire Department is using a split station response to reduce costs. She asked what can be done to reduce the number of false alarms. City Administrator Herlofsky stated we can charge higher fees for false alarms. Councilmember May noted the use of the DCC has reduced the number of rescue hours with call prioritization. The rescue squad is also going to a split station response to reduce hours. She thanked Allina for providing First Responder and EMT training at no cost. The department is also doing a good job in obtaining grant money. The report was very thorough and easy to follow. Mayor Larson thanked Troy Corrigan for making the report very easy to read and understand. e) Appointed Alternate to DCC Executive Committee - Administration f) Accepted Resignation Rambling River Center Board - Administration h) Adopted RESOLUTION R5-10 Accepting Park Bench Donation - Parks and Recreation Councilmember Wilson noted this park bench was donated in memory of a Farmington resident who had a tragic accident. He thanked the neighbors for coming together and Parks and Recreation Director Distad. It is a nice way to allow the community to honor someone. i) Adopted RESOLUTION R6-10 Accepting Donations to the Rambling River Center Construction Project - Parks and Recreation Councilmember Wilson thanked residents for their contributions to the Rambling River Center. j) Approved Appointment Recommendation Fire Department - Human Resources k) Approved Appointment Recommendation Fire Department - Human Resources 1) Approved Appointment Recommendation Fire Department - Human Resources m) Approved Appointment Recommendation Fire Department - Human Resources n) Approved Appointment Recommendation Fire Department - Human Resources 0) Received Information School and Conference - Administration p) Approved Appointments to Boards and Commissions - Administration q) Approved Bills APIF, MOTION CARRIED. g) Approve Fire Pension Benefit - Administration Councilmember May had some questions on the spreadsheet. She asked when the fina12009 number will be available. It will be available in 30 days. Councilmember May asked about the line item for Administrative Professional Services. Staff will research this item. Regarding the benefit level increase, Council Minutes (Regular) January 19,2010 Page 3 Councilmember May felt there should be a stabilization of the fund before considering any change to the benefit level. MOTION by Fogarty, second by May to maintain the current pension benefit level at $4,575 per year of service. APIF, MOTION CARRIED. 8. PUBLIC HEARINGS 9. AWARD OF CONTRACT 10. PETITIONS, REQUESTS AND COMMUNICATIONS a) City Communications Guide - Administration Administrative Services Director Shadick presented a Communication Guide used to document and identify communications efforts the City uses to get information out to residents. The goals identified in the guide were based on the mission statement and the values statement of the City. The guide consists of a list of various publications, media resources, and target audiences. Councilmember Wilson asked for an example of what staff can do easier now by having this guide in place. Staff replied the guide was used by staff to document water education conservation. They created a plan based on the guide to document the different ways the water use policy was disseminated. The guide is for use by City staff. Counci1member May suggested adding the mode of distribution to the items. Such as under the Economic Development materials it states what they are, but not how they are distributed and who is in charge of it. Staff will add the information. b) City Website Presentation -Administration A representative from Design Write Studios gave a presentation on the new website. Danielle Cahlander, Communications Specialist, worked with this firm on the new design. Council felt the new design was very user-friendly. 11. UNFINISHED BUSINESS 12. NEW BUSINESS 13. COUNCIL ROUNDTABLE a) Set Date Continuation of Engineering Workshop At the previous Engineering Workshop only half the items were discussed and staff had noted the most critical items are left. Councilmember May suggested moving the Engineering Workshop ahead of the EDA Strategic Planning. Councilmember Fogarty suggested turning an EDA meeting into a Strategic Planning session and using the January and February EDA meetings to layout an agenda. It was determined to have the March 22 EDA Meeting used for an EDA Strategic Planning Workshop and have the Engineering Workshop on March 8, 2010. Council Minutes (Regular) January 19,20 I 0 Page 4 Councilmember May: The City Attorney provided her with some information from the State Statutes regarding selecting an official publication for the City. The This Week newspaper could qualify as the official publication if conditions are met and they submit the paperwork within a specific period of time. So according to the Statute there is the possibility another publication could be considered the official publication. If another publication was to submit the paperwork she asked that bids be submitted in a way that they could be compared for next year. She felt there is a need to be open and fair to all businesses in the community. Councilmember Fogarty: Reminded residents the Farmington Community Expo will be held on Saturday, January 30, 2010. Councilmember Wilson: Attended the Annual Firefighter Banquet. All the firefighters do an outstanding job. Joe Tullar is the Firefighter of the Year for 2009. He had an appreciation for the Fire and Police Departments when he started on the Council, and that appreciation grows every year. They are serving the City of Farmington, townships, and mutual aid to other communities. He enjoyed the Boards and Commissions interviews. There are some high quality residents representing the City on these commissions. City Administrator Herlo/sky: Council had been given two different evaluation forms for the City Administrator's evaluation. He asked Council which one they would like to use. Upon completion, the forms are sent to the City Attorney for compilation. Council reached a consensus to use both forms. Regarding the Finance Director position, staff is doing background checks, and plan to have an appointment on the February 1,2010, agenda. Mayor Larson: He asked residents to shovel out the fire hydrants. He urged residents to support the businesses in Farmington. Residents should sign up for NixIe to receive City information. He thanked all of staff, especially Danielle Cahlander, for their work on the new website. 14. ADJOURN MOTION by Fogarty, second by Wilson to adjourn at 7:54 p.m. APIF, MOTION CARRIED. Respectfully submitted, - :P'?~ /-:' (~ ynthia Muller Executive Assistant /b City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800. Fax 651.280.6899 www.ci.farmington.mn.us TO: Mayor, Councilmembers and City Administrator ~ FROM: Brian A. Lindquist,' 'lir Police Chief (! SUBJECT: School and Conference DATE: February 1,2010 INTRODUCTION Developed in 1935, The FBI National Academy was developed to help train law enforcement officers. Over the course of the last 75 years it has evolved into the premier training facility and program offered to law enforcement officers around the world to help develop leadership skills. DISCUSSION The FBINA is the most highly sought invitation to training offered to police officers in the United States. Based on reputation and recommendation from other law enforcement administrators, in August of 2006 I made application to attend the FBINA. I have received notice that an invitation will be extended for me to attend the ten week training course September 26th through December 10th. The FBINA requires a nomination form to accompany the application and is typically endorsed by the Mayor or City Administrator. Due to the length of the training, it is necessary to have the second in command act in my absence. To insure a smooth transition, a plan is being developed and Sgt. Murphy will playa larger role in the day to day operations of the police department. BUDGET IMPACT There is no cost to the City for FBINA training. The annual uniform allowance will be used to cover the mandated academy uniform. ACTION REQUESTED Approve FBINA for Chief Lindquist September 26th-December 10th, 2010. U7P~ Ian A. Lindquist ~ Chief of Police 7~ City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 . Fax 651.280.6899 www.ciJarmington.mn.us TO: Mayor, Councilmembers and City AdministratOl@- FROM: Lisa Shadick, Administrative Services Director SUBJECT: School and Conference - Administration DATE: February 1,2010 INTRODUCTIONillISCUSSION Each year the Minnesota Clerks and Finance Officers Association, (MCFOA), holds an annual conference for its members and individuals with City Clerk responsibilities. This year the conference will be held March 16-19,2010 in St. Cloud. The conference offers training sessions on a variety of City Clerk functions. The Administrative Services Director is a member of the MCFOA and will be attending the conference. Attached is an agenda for the conference. BUDGET IMPACT The following are estimated costs for the MCFOA Conference: Registration: Mileage: Lodging: Meals: Total Cost: $200.00* $108.00 $300.00 $ 40.00 $648.00 * Actual Registration Fee The costs associated with the conference are included in the 2010 Budget. ACTION REOUESTED Approve attendance for Lisa Shadick, Administrative Services Director, at the MCFOA Conference on March 16-19, 2010. Respectfully submitted, ~4.~ Lisa Shadick, CMC Administrative Services Director Agenda ~ TUESDAY, MARCH 16, 2010 12:30-1 :00 PM On-Site Check-in for Half-Day Workshops (CHOOSE ONE) 1:00-4:30 2010 Elections: Process in the Spotlight 1 :00-4:30 Leaving No Rock Untumed Identifying the options and understanding the trade-ofts to help your city remain on solid financial ground. On-Site Conference Check-In Informal Conference Gathering - Storytelling and networking 5:00-8:00 7:00-9:00 WEDNESDAY, MARCH 17,2010 8:00 AM On-Site Conference Check-In 9:00 Welcome and Presentation of Colors 9:15 OPENING KEYNOTE ADDRESS: The Power of Positive Choice Break CONCURRENT SESSIONS I (CHOOSE ONE) 1. Creating a More Respectful Workplace by Appreciating Generational Differences 2. Home Occupations: A Growing Concern 3. A First Aid Kit of Essential Information (Part 1) 4. Teamwork Makes the Dream Work 12:00 NOON Luncheon and MCMC & CMC Recognition Awards 1:15 PM CONCURRENT SESSIONS II (CHOOSE ONE) 5. Fund Accounting - Where Do I Code This? 6. Committees that Work: Common Traps & Creative Solutions 7. A First Aid Kit of Essential Information (Part 2) 8. How Do We Prepare our Next Generation of Talent to "Move Up?" 9. Coaching to Improve Performance: Be Good or Be Gone (Part 1) Break CONCURRENT SESSIONS III (CHOOSE ONE) 10. Various Benefit Plans: What Qualifies & How to Administer 11. HR and Technology: For Better or For Worse? 12. Surviving an OSHA Inspection 13. Rebuilding Morale in Tough Times 14. Coaching To Improve Performance: Be Good or Be Gone (Part 2) 15. Roundtables for Small Cities (pop. under 5,000) The Spirit of MCFOA (snacks, beverages, etc.) Formal greetings, introductions & "getting to know you' actMties Free Time to visit the City of St. Cloud (note: Dinner is NOT included in registration fee) 8:00-12:00 Dance with OJ 10:15 10:45 2:30 2:45 4:15-5:15 5:15-6:30 4:00 PdlJ It Fowdrd Example City of Pl'lmouth sponsors Habitat for Humanity building team each 'lear. THURSDAY, MARCH 18,2010 8:00 AM Sit Down Breakfast MCFOA Business Meeting, Oath of Office and Awards GENERAL SESSION: Election Training Refreshment Break Exhibits Open until 4:00 PM Silent Auction Opens CONCURRENT SESSIONS IV (CHOOSE ONE) 16. Preparing for Your Retirement 17. Managing a Budget in Tough Economic Times (update to 2009) 18. Gambling Licensing #101 19. Trick or Tweet: Benefits & Bogeymen of Social Media 20. Orienting New Council, Board & Commission Members 12:15 NOON Lunch in the Exhibit Area 1 :45 PM CONCURRENT SESSIONS V (CHOOSE ONE) 21. The Consequences of Unmanaged Stress and How to Build Resistence 22. PERA and Financial Planning for New and Mid-Career Employees 23. Liquor Licensing 24. Data Practices, Record Retention and Social Media: Which of These Is Not Like the Others? Refreshment Break in ExhibitArea Exhibits Close Silent Auction Closes/Winners Pay and Pick Up Merchandise Free Time Reception Banquet Dance 9:20 10:30 10:30 11:00 3:00 4:00 4:00 6:00 7:00 8:30-12:00 FRIDAY, MARCH 19,2010 8:00 AM Light Refreshments 8:30 FINALE GENERAL SESSION: Overcoming Obstacles to Achieve Success 10:30-11:30 Brunch, and CEU Certificate pick-up PdlJ It Fowdrd Example At its annual Business Breakfast, Cit'l of Hanover collected. tO'lS and food items to donate to the local food shelL 7d City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 . Fax 651.280.6899 www.ci.farmington.mn.us FROM: Mayor, Councilmembers, City Administrator - Randy Distad, Parks & Recreation Director ,;f Jennifer Du11um, Natural Resource Specialist ,/ TO: SUBJECT: MN Shade Tree Short Course DATE: February 1,2010 INTRODUCTIONIDISCUSSION The Annual Shade Tree Short Course is a two-day conference attended by professionals in the tree care industry. Jeffery Olson (public Works), Jennifer Du11um (Natural Resources) and Randy Bock (parks Maintenance) must attend both days of this conference to maintain their tree inspector certifications. Jeremy Pier (Facilities Maintenance Supervisor) will also be attending the conference to gain an understanding and insight into urban forestry. The conference will take place on March 16 & 17, 2010 in Arden Hills, Minnesota. BUDGET IMPACT Money was budgeted for this conference in 2010. Funding would come from the Natural Resources budget and the Parks Maintenance budget. The registration fee is $165.00 per attendee. The total cost of the conference for all employees will be $660.00. Mileage will not be incurred for this conference. ACTION REOUESTED Approve the two-day conference for all employees. 1fes tfully Sub~tted, . Vv\ Odgj1;{} dy D~d Parks & Recreation Director ~~ Jennifer Dullum Natural Resource Specialist 7e- City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 . Fax 651.280.6899 www.ci.farmington.mn.us FROM: Mayor, Council and City Administrator (j- Tim Pietsch, Fire Chief TO: SUBJECT: EMT Bridge Course DATE: February 1,2010 INTRODUCTION: One of our Rescue Squad members has requested EMT Basic training. DISCUSSION: Chad Thelen has requested to take the EMT bridge course. The course runs from February through May. The cost of the course is $473.00 plus the exam fees. These are $80.00 for the written and $80.00 for the practical. Monies would come from budget category 1061- 6470. The 2010 budget is adequately funded for this proposal. ACTION REQUESTED: Approve Fire Chief's request to send this member to specialized training. Respectfully Submitted, ('-;/10 '--..d /' .......c.-c;..'?---..I(;,--"~G Tim Pietsch Fire Chief CE~ 7F City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 . Fax 651.280.6899 www.ci.farmington.mn.us TO: Mayor and councilmembern. s City Administrator W Brian Lindquist Police Chief FROM: SUBJECT: School and Conference Police Investigations DATE: February 1,2010 INTRODUCTION / DISCUSSION Detective Sergeant Lee Hollatz and Detective Mark Sundgren will be attending the Responding to Missing & Unidentified Persons National Conference. This conference will be held on February 23-25,2010 in Appleton, WI. The conference will identify and discuss the complexities of cases involving missing persons and unidentified human remains. This course will enhance the skills, knowledge, and abilities of our detectives. This conference will feature experienced, inspirational and trusted professionals from the federal, state and local levels including the FBI. This conference will cover over 20 hours of training, education and training. In July of 2009, "Brandon's Law" was passed. This law expands Minnesota's missing children's law to include adults who disappear under dangerous circumstances. These events are always an area of concern and continued up-to-date training is important for proper, concise and timely investigations. BUDGET IMPACT The cost for attending this conference will be a total of approximately $1250 (tuition, lodging & meals). The funding will come out of the 2010 investigation budget. ACTION REQUESTED Information only. ReSr'llY?~ IlL ~Ulst ;/t7 Chief of Police Jlationa! Conle'zence lo'z Responding to Missin Unidentified P sons February 23=25, 2010 I Appleton, Wisconsin Every 30 seconds someone in the U.s. disappears, an average of 850,000 persons per year. 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Fax 651.280.6899 www.ci.farmington.mn.us TO: Mayor, Councilmembers, and City Administrator ~ FROM: Brenda Wendlandt, Human Resources Director SUBJECT: HITECH Addendum to Business Associate Agreement DATE: February 1, 2010 INTRODUCTION The purpose of this memorandum is to provide information and request approval for the HITECH Addendum to the Business Associate Agreement between the City of Farmington and HealthPartners Administrators, Inc (HP AI). DISCUSSION The provisions of the Health Information Technology for Economic and Clinical Health Act of 2009 (HITECH Act), which was enacted as part of the American Recovery and Reinvestment Act of 2009 (ARRA), are scheduled to go into effect February 17,2009. These changes affect the self-insured health plan that the City maintains and that HealthPartners administers on the City's behalf and necessitate the amendment to the Business Associate Agreement. This amendment reflects certain increased responsibilities of HealthPartners, as the City's business associate and the allocation of certain requirements related to the notification of plan enrollees whose personal identification is breached. This amendment has been reviewed and approved by the City Attorney. ACTION REQUESTED Approve the HITECH Addendum to the Business Associate Agreement between the City of Farmington and HealthPartners Administrators, Inc. Respectfully Submitted, ~~/r- Brenda Wendlandt, SPHR Human Resources Director cc: file HITECH Addendum to Business Associate Agreement This HITECH Addendum is made and incorporated into the Business Associate Agreement between HealthPartners Administrators, Inc. ("Business Associate" or "HP AI") and City of Farmington ("Covered Entity") bearing an effective date of January 1, 2008 ("BAA" or "Business Associate Agreement"). Whereas, Business Associate provides third party administration services to Covered Entity pursuant to an Administrative Services Only (ASO) agreement dated January 1,2008. Whereas, Business Associate and Covered Entity have previously entered into a Business Associate Agreement, which addresses compliance with the Health Insurance Portability and Accountability Act of 1996, and its implementing regulations and amendments ("HIP AN') when Business Associate provides services under the ASO. Whereas, the Health Information Technology for Economic and Clinical Health Act ("HITECH Act") was adopted as part of the American Recovery and Reinvestment Act of 2009 ("ARRA") and is considered an amendment to HIP AA. Whereas, the parties desire to comply with the applicable provisions ofthe HITECH Act. Whereas, the BAA contemplates amending the BAA as necessary to comply with new laws or regulations. Now, therefore, the parties agree to amend the BAA by adding the following provisions: 1. Except as modified and amended herein, all other terms and conditions of the BAA and ASO remain in full force and effect. In case of conflict between this HITECH Addendum and the BAA or ASO, this HITECH Addendum shall control. 2. HITECH Act. The HITECH Act and its implementing regulations ("HITECH") impose new requirements on Business Associates with respect to privacy, security, and breach notification. These provisions of the HITECH Act and the regulations applicable to Business Associates are collectively referred to as the "HITECH BA Provisions." 3. Applicable Effective Dates. The HITECH BA Provisions shall apply commencing on February 17, 2010, or such other date as may be specified in the applicable regulations, whichever is later (Applicable Effective Date). All other provisions of this agreement are effective immediately, unless otherwise explicitly provided otherwise. 4. HITECH BA Provisions IncOl:porated into this HITECH Addendum. Business Associate hereby acknowledges and agrees that to the extent it is functioning as a Business Associate of Covered Entity, Business Associate will comply with the HITECH BA Provisions and with the obligations of a Business Associate as required by HIP AA and the HITECH Act commencing on the Applicable Effective Date of each such provision. Business Associate and the Covered Entity further agree that the provisions of HIP AA and the HITECH Act that apply to business associates and that are required to be incorporated by reference in a business associate agreement are hereby incorporated into this HITECH Addendum between Business Associate and Covered Entity as if set forth in this HITECH Addendum in their entirety and are effective as of the Applicable Effective Date. Without limiting the preceding, the parties agree as follows: a. Security Regulations. Effective on and after February 17,2010: (a) 45 C.F.R. ~~ 164.308 (administrative safeguards), 164.310 (physical safeguards), 164.312 (technical safeguards), and 164.316 (policies and procedures and documentation requirements) apply to Business Associate in the same manner that such sections apply to Covered Entity, (b) additional requirements of Section 13401 of the HITECH Act that relate to security and that are made applicable with respect to covered entities shall also be applicable to Business Associate as a business associate of Covered Entity, and (c) in the event that Business Associate violates any security provision specified in Section 1340 1 (a) of the HITECH Act, sections 1176 and 1177 of the Social Security Act (42 U.S.C. 1320d-5, 1320d-6) shall apply to the Business Associate with respect to such violation in the same manner such sections apply to a covered entity that violates such security provision. b. Privacy Regulations. Effective on and after February 17,2010: (a) Business Associate may use and disclose Protected Health Information only if such use or disclosure, respectively, is in compliance with each applicable requirement of 45 C.F.R. ~ 164.504(e), (b) the additional requirements of Section 13404 of the HITECH Act that relate to privacy and that are made applicable with respect to covered entities shall also be applicable to Business Associate as a business associate of Covered Entity, and (c) in the event that Business Associate violates any provision of Section 13404(a)-(b) of the HITECH Act, sections 1176 and 1177 of the Social Security Act (42 U.S.C. 1320d-5, 1320d-6) shall apply to the Business Associate with respect to such violation in the same manner such provisions apply to a person who violates a provision of part C of title XI of such Act. 5. Definitions. Unless otherwise defined in this HITECH Addendum or the BAA, capitalized terms shall have the meaning as set forth in the BAA, HIP AA or HITECH. a. Breach: The term "Breach" has the same meaning as the term "breach" as set forth in 42 U.S.C. ~ 17921, and as further amended in 45 C.F.R. ~ 164.402. b. Unsecured PHI. The term Unsecured Protected Health Information (or "Unsecured PHI") means PHI that is not rendered unusable, unreadable, or indecipherable to unauthorized individuals through the use of a technology or methodology specified in guidance issued in accordance 45 C.F.R. ~ 164.402. 6. Notifications of Breach of Unsecured PHI. Business Associate shall, effective immediately, provide written notice to the Covered Entity of any Breach of Unsecured PHI caused by Business Associate ("BA Breach") within thirty (30) days of Business Associate's discovery of the BA Breach, or as otherwise required by HITECH. With respect to BA Breaches, Covered Entity delegates to Business Associate, and Business Associate accepts such delegation, for Business Associate to investigate and provide notifications to individuals, the media and the Department of Health and Human Services in the manner and to the extent required by HITECH (including 42 CFR 164.404-408). Such delegation does not relieve Covered Entity of its legal obligations. Business Associate shall bear the reasonable costs of providing the above-referenced notifications. Each party agrees to cooperate with the other party's investigation of a Breach of Unsecured PHI, and each party bears its own costs of its own investigation. 7. Determination of Minimum Necessarv. On or after February 17,2009, in cases of permitted disclosures of protected health information subject to the minimum necessary requirement in 42 C.F.R. ~164.502(b), the Covered Entity or the Business Associate disclosing such information shall determine what constitutes the minimum necessary to accomplish the intended purpose of such disclosure, in accordance with 42 U.S.C. ~ 17935, and applicable guidance from the Secretary of the U.S. Department of Health and Human Services. 8. Legal Compliance. The Parties shall perform their respective duties and obligations under this Agreement in compliance with all applicable law, including but not limited to Title XII, Subtitle D of the HITECH Act and regulations promulgated thereunder. Any reference to a statute in this Agreement shall be deemed to including its implementing regulations. Any 2 reference to a statute or regulation in this Agreement means that statute or regulation as amended or supplemented from time to time and any corresponding provisions of successor statutes or regulations unless context requires otherwise. 9. Future Amendments. The BAA (which includes this HITECH Addendum) shall be deemed automatically amended to the extent necessary to comply with additional changes in law. This HITECH Addendum is accepted and agreed to by: Business Associate Covered Entity By: Name/Title: Todd Larson. Mayor Date: By: Name/Title: Date: 3 co ..,. on <;:! ...... ...... o ...... o ~ CO Sl z o t9 z ~ ll:: it u. o ~ (3 o .-I o N .-I ll:l Ji::j Iil t!J Z H 8 Ji::j Ji::j ~ H H o Z ::> '0 o ;. O~ ~ g 1: g j ..J ... (,) :;; CD :J t3 ~ u Iii It) I- It) 0 ll:: Z CD OJ ClI a.. i':' ClI E E ::J (/J ... 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I<) III ]j r=. t: o 0- Gl 0: z o (!1) ~ < FI >t H H r:.:l Z Z o Q /o~ City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 . Fax 651.280.6899 www.cLfarmington.mn.us TO: Mayor, Council and City Admioistrator ~ Tim Pietsch, Fire Chief l! FROM: SUBJECT: Accept Donation DATE: February 1,2010 INTRODUCTION: The Farmington Fire Relief Association has donated 42 fire helmets to the Fire Department. DISCUSSION: Forty two new helmets were purchased for the existing firefighters. The new probationary members will be using the older style helmets. Cost of new helmets was around $8,000.00. ACTION REQUESTED: Accept donation of equipment from FFRA to the City of Farmington. Respectfully submitted, ~~ Tim Pietsch Fire Chief e.~ _m~______________ ..1 RESOLUTION No. R7-10 ACCEPT DONATION OF FIRE HELMETS Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Farmington, Minnesota, was held in the Council Chambers of said City on the 1 st day of February at 7:00 p.m. Members Present: Members Absent: Larson, Fogarty, May, Wilson Donnelly Member Wilson introduced and Member Fogarty seconded the following: WHEREAS, the Farmington Fire Relief Association has donated 42 fire helmets to the Fire Department; and, WHEREAS, it is in the best interest of the City to accept such donations. NOW, THEREFORE, BE IT RESOLVED that the City of Farmington hereby accepts with gratitude the generous donation of 42 fire helmets. This resolution adopted by recorded vote of the Farmington City Council in open session on the 1 st day of February 2010. ~~--. ./ Mayor Attested to the 3~day of February 2010. SEAL IDb City of Farmington 430 Third Street Farmington, Minnesota 651.463.7111 . Fax 651.463.2591 www.ci.farmington.mn.us TO: Mayor, Councilmembers and City Administra~ Randy Distad, Parks and Recreation Director ~ FROM: SUBJECT: Approve Preliminary Design Ice Arena Improvements February 1,2010 INTRODUCTION At its December 21,2009 meeting the City Council approved the hiring ofBonestroo to complete a feasibility report (preliminary design) for the ice arena improvements and to prepare the plans and specifications for the ice arena improvements. DATE: DISCUSSION Staff members have met with Gary Kristofitz from Bonestroo to discuss the design options available for making improvements to the ice arena's refrigeration and mechanical systems. Attached is a Feasibility Report that Mr. Kristofitz and other staff from Bonestroo have completed. The Feasibility Report explores a number of design options to consider along with an estimated cost of each option. Staff is asking the City Council to postpone the approval of the preliminary design until after the joint meeting has occurred with the School Board on February 3, 2010 in order to receive further information from the Arena Task Force that will outline what it sees as options to consider to address the short-term and long-term solution to havin! indoor ice in Farmington. The Feasibility Report is being provided to you in advance of the February 3 meeting so you are aware of what the options are and the associated costs could be to improve Schmitz-Maki Arena. BUDGET IMPACT Currently about $12,000 has been spent on the completion of the Feasibility Report. By postponing the decision on approving the preliminary design and authorizing Bonestroo to move forward with the preparation of the plans and specifications for the improvements, it puts on hold any further costs of using Bonestroo's services. ACTION REOUESTED While the agenda item is requesting that the preliminary design (Feasibility Report) should be approved, staff is instead requesting that the City Council postpone its decision to the February 16,2010 City Council meeting in order to allow the February 3,2010 meeting with the ISD #192 School Board to occur. At the February 3rd meeting the Arena Task Force will also be sharing its recommendations with both the City Council and the School Board which mayor may not impact the decision to make improvements to the Schmitz-Maki Arena. ~tfullY Sub~e~ I ~ . !d~ Parks and Recreation Director Feasibility Report Schmitz-Maki Ice Arena - Ice System Replacement City of Farmington January 27, 2010 Project Number 000141-09316-0 .. Bonestroo 2335 Highway 36 W St. Paul, MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com January 27, 2010 .. Bonestroo Honorable Mayor and City Council City of Farmington 430 Third Street Farmington, MN 55024 Re: Schmitz-Maki Ice Arena - Ice System Replacement City of Farmington Bonestroo File No.: 000141-09316-0 Dear Mayor and Council: Enclosed for your review and consideration is the Project Feasibility Report for the Ice System Replacement at Schmitz-Maki Ice Arena. The proposed project consists of replacement and renovation of the ice rink floor, refrigeration system, dasherboards, and dehumidification system. This report includes our analysis and recommendations for system types, as well as estimated costs of the systems. We would be pleased to meet with City Council and Staff to discuss the improvements identified In this Feasibility Report at your convenience. Sincerely, BONESTROO ~-P. ~ . Kristo~~, P.E. U \J proje Manager I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of l~te. of Minnesota. ~~~;~~ Date: Januarv 27.2010 Reg. No.:.22Q9Q CITY OF FARMINGTON - SCHMITZ-MAKI ICE ARENA - ICE SYSTEM REPLACEMENT Table of Contents Introduction.. ..... ......... II .1. ,...... II II.... ...., I..... 1.1" II'" .... I' ...... .............. I' II.. II ...." II 1 Discussion,.... I.......... II" I.....',...,... I......... I.....'.................... 1.,........................,.. 2 Background................................................................................................ 2 Ice Rink Floor Improvements......... ..................... ....... ................ .................. 2 Ice Rink Refrigeration System Improvements ............................................... 5 Dasherboard Improvements............. .................................... ..................... 10 Dehumidification System Improvements ................................... .................. 10 Estimated Construction Costs....................................................... ................. 13 Proposed Project Schedule............... ............................................ .......... ....... 15 Conclusions and Recommendations......... ........................................ .............. 16 Appendix A - Proposed Improvements Figures..... ............................ ........ ...... 18 Figure 1 - Existing Conditions Figure 2 - Ice Rink Floor Improvements Plan Figure 3 - Dasherboard Improvements Plan Figure 4 - Dehumidification Improvements Plan CITY OF FARMINGTON - SCHMITZ-MAKI ICE ARENA - ICE SYSTEM REPLACEMENT Introd uction The City of Farmington authorized the preparation of this report on December 23, 2009 to determine the feasibility of options for replacement of the ice systems at Schmltz-Maki Ice Arena. The Arena was constructed by the City of Farmington in 1975, and the majority of the ice and mechanical systems constructed at that time are still in use. Although the existing systems were constructed using high quality components, the normal lifespan of 25 to 30 years for this type of equipment has been exceeded, and the replacement or renovation of many components is required at this time. The City would like to demolish all or portions of the existing ice and mechanical systems, and replace them with new modern, reliable systems and components that will operate efficiently, with minimal need for maintenance. The City is also currently considering the construction of one or two new indoor Ice rinks to be located at another site. The decided course of action on that project could influence the scope of work that Is performed at Schmitz-Maki Arena. The specific ice and mechanical systems that are within the scope of this feasibility study Include: · The NHL regulation size (85 ft x 200 ft) ice rink floor · The mechanical refrigeration system that cools the ice rink floor · The ice rink dasherboards · The arena dehumidification system The purpose of this report is to detail the proposed improvement options and to provide estimates of cost to assist the City in determining the feasibility of the proposed project. Qty of Farmington Schmltz-Makllce Arena - Ice System Replacement . Bonestroo Page 1 Project No. 00141-09316-0 CITY OF FARMINGTON - SCHMITZ-MAKI ICE ARENA - ICE SYSTEM REPLACEMENT Discussion BACKGROUND The existing ice rink system (rink floor and refrigeration plant) is a Holmsten Direct liquid Refrigeration (DLR) system, which circulates cold Freon R-22 refrigerant directly through steel pipes in the concrete surface rink floor. Holmsten Ice Rinks was a St. Paul company that Installed hundreds of similar DLR rink systems around the world between 1966 and the early 1990's. The DLR systems are noted for their excellent ice quality and high energy efficiency. Holmsten Ice Rinks also supplied and installed the ice rink dasherboards and the dehumidification system that currently exist in the arena. ICE RINK FLOOR IMPROVEMENTS EXISTING RINK FLOOR The existing ice rink floor consists of a 5" thickness reinforced concrete slab with 5/8" O.D. steel tubing at 4" on center spacing. 4" and 2" steel headers are located at the ends of the rink, and are used to evenly distribute the R-22 refrigerant into the nearly 10 miles of floor tubing. The floor section below the concrete rink slab includes two layers of foam insulation, a vapor barrier, and a sub-floor heating piping system surrounded by sand fill. The sub-floor heating system consists of %" diameter poly tubing at 18" on center spacing, fed by 2-1/2" diameter PVC headers. The sub-floor heating system is not operating at this time due to a piping leak beneath the rink that occurred many years ago. Repairs to the sub-fioor heating system would have required expensive removal and replacement of portions of the ice rink floor. The refrigerated rink floor is currently performing acceptably, and there is no visible heaving caused by frozen sub-soils, which can occur when there is not an operational sub-floor heating system. The steel rink floor piping has, however, begun to develop leaks, Including recent leaks that resulted in the loss of 3,900 pounds of R-22 refrigerant. Ongoing corrosion of the thin-wall steel piping will likely result in more frequent and more significant leakage in the future. RINK FLOOR REPLACEMENT OPTIONS Six options are identified for improvements to the ice rink floor. All options are NHL regulation size 85'-0" width by 200'-0" length, with 28'-0" radiused corners. All options also provide for mounting of the dasherboards on the rink perimeter slab rather than directly onto the refrigerated rink surface. Mounting of the dasherboards on the rink floor would provide better ice quality on the edges of the rink, but would require major demolition and reconstruction of the concrete floors and bleachers outside the rink. All options also include a subsoil heating system consisting of 1" polyethylene piping at 18" spacing, located within a 6" depth sand layer below the rink floor insulation layer. The six options identified for replacement of the ice rink floor are as described below. The costs estimated for all options include removal and disposal of the existing rink floor, all installation costs, and a 5% contingency factor: Qty of Farmington Schmltz-Maki Ice Arena - Ice System Replacement .. Bonestroo Page 2 Project No. 00141-09316-0 A. Concrete rink floor with indirect style 1" polyethylene piping. Rink section to consist of the following: · 5-1/2" thickness concrete, reinforced with No.4 rebar and wire mesh, with a smooth- troweled surface. · Refrigeration piping within the concrete floor to be 1" pOlyethylene piping at 4" spacing, fed by 8" polyethylene header pipes located at the center of the rink. All piping connections to be fusion welded to reduce leakage potential. · 3" of rigid foam insulation with a 6 mil poly vapor barrier. Comments: · Concrete surfaced rink floor allows multi-use of the arena space when ice is not in place, and reduces maintenance and ice-building labor expenses each year. · Polyethylene piping provides acceptable heat transfer for community rink applications at reasonable cost. Polyethylene is highly resistant to corrosion, and fusion welded joints are leak free. Estimated construction cost of Rink Floor Replacement Option A is $450,000. B. Sand rink floor with indirect style 1" polyethylene piping. Rink section to consist of the following: · 2-1/2" thickness sand surfacing. · Refrigeration piping within the concrete floor to be 1" polyethylene piping at 4" spacing, fed by 8" polyethylene header pipes located at the center of the rink. All piping connections to be fusion welded to reduce leakage potential. 3" of rigid foam Insulation with a 6 mil poly vapor barrier. Comments: · Sand surface rink floor provides ice quality equal to concrete floor, at lower initial cost. · Polyethylene piping provides acceptable heat transfer for community rink applications at reasonable cost. Polyethylene is highly resistant to corrosion, and fusion welded joints are leak free. Estimated construction cost of Rink Floor Replacement Option B is $410,000. C. Concrete rink floor with indirect style 1" steel piping. Rink section to consist of the following: · 5-1/2" thickness concrete, reinforced with No.4 rebar and wire mesh, with a smooth- troweled surface. · Refrigeration piping within the concrete floor to be 1" diameter schedule 40 steel piping at 4" spacing, fed by 8" steel pipes located at the center of the rink. All piping connections to be welded. 3" of rigid foam insulation with a 6 mil poly vapor barrier. oty of Farmington Schmitz-Mal<! lee Arena - lee System Replacement . Bonestroo page 3 Project No. 00141-09316-0 Comments: · Concrete surfaced rink floor allows multi-use of the arena space when ice is not in place, and reduces maintenance and Ice-building labor expenses each year. Steel piping provides exceptional heat transfer and improved ice quality, but at substantially increased installation cost. Steel is subject to corrosion if improperly installed or operated. Estimated construction cost of Rink Floor Replacement Option C is $619,000. D. Sand rink floor with indirect style 1" steel piping. Rink section to consist of the following: 2-1/2" thickness sand surfacing. · Refrigeration piping within the concrete floor to be 1" diameter schedule 40 steel piping at 4" spacing, fed by 8" steel pipes located at the center of the rink. All piping connections to be welded. 3" of rigid foam insulation with a 6 mil poly vapor barrier. Comments: · Sand surface rink floor provides ice quality equal to concrete floor, at lower initial cost. · Steel piping provides exceptional heat transfer and improved ice quality, but at substantially increased Installation cost. Steel is subject to corrosion if improperly installed or operated. Estimated construction cost of Rink Floor Replacement Option D is $577,000. E. Concrete rink floor with direct style 5/8" stainless steel piping. Rink section to consist of the following: · 5-1/2" thickness concrete, reinforced with No.4 rebar and wire mesh, with a smooth- troweled surface. · Refrigeration piping within the concrete floor to be 5/8" diameter stainless steel piping at 4" spacing, fed by 4" and 2" steel pipes located at the ends of the rink. All piping connections to be mechanical joints. · 3" of rigid foam insulation with a 6 mil poly vapor barrier. Comments: · Concrete surfaced rink floor allows multi-use of the arena space when ice is not in place, and reduces maintenance and ice-building labor expenses each year. The combination of the direct refrigeration process and the use of stainless steel piping provides exceptional heat transfer and improved ice quality, but at Increased installation cost. Although the stainless steel piping is not subject to corrosion, the long term leak potential of the mechanical joints is unknown. · Direct piping system requires large quantities (approximately 5,000 pounds) of R-22 refrigerant to operate. The manufacture of R-22 has ceased due to environmental concerns, and the price of R-22 will continue to increase as stockpiled supplies are reducecl. · There is currently only one contractor in the United States who is experienced with the use of stainless steel piping for a direct style rink floor. Multiple competitive bids would be difficult to obtain. Estimated construction cost of Rink Floor Replacement Option E is $525,000. CIty of Farmington 5chmltz-Makl Ice Arena - Ice System Replacement .. Bonestroo Page 4 Project No. 00141-09316-0 F. Sand rink floor with direct style 5/8" stainless steel piping. Rink section to consist of the following: 2-1/2" thickness sand surfacing. Refrigeration piping within the concrete floor to be 5/8" diameter stainless steel piping at 4" spacing, fed by 4/t and 2" steel pipes located at the ends of the rink. All piping connections to be mechanical joints. · 3/t of rigid foam insulation with a 6 mil poly vapor barrier. Comments: · Sand surface rink floor provides ice quality equal to concrete floor, at lower initial cost. The combination of the direct refrigeration process and the use of stainless steel piping provides exceptional heat transfer and improved ice quality, but at increased installation cost. Although the stainless is not subject to corrosion, the long term leak potential of the mechanical joints is unknown. · Direct piping system requires large quantities (approximately 5,000 pounds) of R-22 refrigerant to operate. The manufacture of R-22 has ceased due to environmental concerns, and the price of R-22 will continue to increase as stockpiled supplies are reduced. There is currently only one contractor in the United States who is experienced with the use of stainless steel piping for a direct style rink floor. Multiple competitive bids would be difficult to obtain. Estimated construction cost of Rink Floor Replacement Option F is $485,000. ICE RINK REFRIGERATION SYSTEM IMPROVEMENTS EXISTING REFRIGERATION SYSTEM The existing direct Holmsten DLR refrigeration system consists of the follOWing major components: · Two 6-cylinder York RS64A compressors with 75 HP high efficiency electric motors. The motors are not original equipment. · Low pressure receiver vessel. · Two pumping vessels. · Electrical power/control panel. · Structural steel skid, mounted on a concrete Isolation pad. · Subsoil heating equipment, including a heat exchanger, circulation pump, and expansion tank. The subsoil heating equipment is currently Inoperative. · The original evaporative condenser was replaced in 2008 with a Baltimore Aircoil Model VC1- 110 evaporative condenser. The condenser water pump and chemical treatment system were also replaced at that time. · All refrigeration piping is welded steel. · Although a snowmelting pit was provided inside the adjacent ice resurfacer room, the snow melting system to melt resurfacer shavings using waste compressor heat was inadequately sized, and was removed several years ago. Resurfacer shavings now therefore must be dumped in stockpiles outside the building, to melt naturally. The existing refrigeration system is in acceptable operating condition, but has experienced several R-22 leaks In the past. The condition of many components cannot be determined accurately without disassembly of components and removal of insulation covering. The City of Farmington Schmltz-Makllce Arena -lee System Replacement -tt Bonestroo Page 5 Project No. 00141-09316-0 refrigeration plants' electrical usage varIes, but averages $2,500 per month during the 7 month season, for a total yearly usage of approximately $17,500. REFRIGERATION SYSTEM REPLACEMENT OPTIONS Based on conversations with City administrative and maintenance staff, six styles of refrigeration equipment packages were selected for analysis, as further described below. The costs estimated for all options include removal and disposal of the existing refrigeration system components, all installation costs, and a 5% contingency factor: A. Ammonia Indirect Refrigeration, Industrial Quality Components. Major equipment components include: · All components to be sized to provide 100 tons refrigeration capacity, using ammonia as the primary refrigerant and calcium chloride brine as the secondary refrigerant · Two industrial quality open reciprocating compressors, each equipped with a high efficiency electric motor, oil separator, and microprocessor controller. · Flooded chiller vessel with surge drum, receiver vessel, and electronic level controller. · Utilize existing evaporative style condenser, indoor remote sump tank, and pump. Two centrifugal pumps used to circulate chilled brine through the ice rink floor. One pump is run at a time, with the second pump serving as backup. · A supplemental heat system will use waste heat generated by the compressors for heating of the rink sub-soil and the snowmelt pit. Separate shell and tube heat exchangers and pumps will be provided. · A 1,000 gallon polyethylene water tank will be provided for termination of pressure relief valves, as required by Code. Comments: Although lower in efficiency than a direct refrigeration system, ammonia provides the best possible efficiency for an indirect system. · Industrial quality equipment has a long lifespan - typically 30 years or more. Ammonia is completely environmentally friendly. In the event of a leak, the ammonia soon breaks down to inert substances. · Due to its' toxic nature, alarm and safety systems must be installed, operators must be well trained, and equipment must receive regular maintenance. The material cost of ammonia is very low, and its price will never increase substantially. A 1,000 gallon poly disbursement tank is required for an ammonia refrigeration system. Since the existing equipment room is not adequately sized to contain the tank, it will be necessary to install the tank in the adjacent First Aid Room. · The walls, ceiling, and doors of the equipment room must be upgraded to a 1-hour fire rating for ammonia use. Estimated construction cost of Refrigeration System Option A is $460,000. Total estimated electrical usage for the refrigeration plant is $20,000 for a 7 month season. B. R-22 Indirect Refrigeration, Industrial Quality Components Major equipment components include: Oty of Farmington Schmltz.Makl Ice Arena - Ice System Replacement .. Bonestroo Page 6 Project No. 00141-()9316.0 · All components to be sized to provide 100 tons refrigeration capacity, using R-22 (Freon) as the primary refrigerant and ethylene glycol as the secondary refrigerant · Two industrial quality open reciprocating compressors, each equipped with a high efficiency electric motor, oil separator, and microprocessor controller. · Flooded chiller vessel with surge drum, receiver vessel, and electronic level controller. Utilize existing evaporative style condenser, indoor remote sump tank, and pump. · Two centrifugal pumps used to circulate chilled glycol through the ice rink floor. One pump is run at a time, with the second pump serving as backup. · A supplemental heat system will use waste heat generated by the compressors for heating of the rink sub-soil and the snowmelt pit. Separate shell and tube heat exchangers and pumps will be provided. Comments: Although lower in efficiency than a direct refrigeration system or ammonia, R-22 provides very good efficiency (approximately 5% less than ammonia) and has a good track record for use in low-temperature refrigeration. · Industrial quality equipment has a long lifespan - typically 30 years or more. · R-22 Is generally not considered to be environmentally friendly, particularly in regards to its potential to increase glObal warming. The EPA has R-22 on its phase out list, and regulations are in place to severely limit its use. The price of R-22 has doubled over the last few years, and future larger price increases are guaranteed. · The existing refrigeration system contains over 5,000 pounds of R-22. That material may be used in a new or renovated system, and sufficient quantity of R-22 may be stored In tanks for future use. · R-22 is non-toxic, however a large leak can cause the displacement of oxygen in the equipment room. Leakage detection and alarm systems are required. Estimated construction cost of Refrigeration System Option B is $428,000. Total estimated electrical usage for the refrigeration plant is $21,000 for a 7 month season. C. R-507 Indirect Refrigeration, Commercial Quality Components Major equipment components include: · All components to be sized to provide 100 tons refrigeration capacity, using R-507 as the primary refrigerant and ethylene glycol as the secondary refrigerant · Four commercial quality semi-hermetic compressors, each equipped with a high efficiency electric motor, all separator, and microprocessor controller. · Direct-expansion chiller vessel. · Utilize existing evaporative style condenser, indoor remote sump tank, and pump. · Two centrifugal pumps used to circulate chilled glycol through the ice rink floor. One full-flow pump is provided, with the second pump sized for 60% of full flow. A supplemental heat system will use waste heat generated by the compressors for heating of the rink sub-soil and the snowmelt pit. Separate desuperheater heat exchangers and pumps will be provided. Comments: Commercial quality equipment has a shorter useful life than industrial equipment. Typical lifespan is 20 to 25 years. CIty of Farmington 5chmltz-Makl Ice Arena - Ice System Replacement # Bonestroo Page 7 Project No. 00141-09316-0 System utilizes copper piping for primary system, and PVC piping for secondary system, rather than welded steel used in all other options. · R-507 is lower in efficiency than either a direct refrigeration system, ammonia, or R-22 (approximately 10% less than R-22) but is the most common substitute for R-22 for low tem peratu re refrigeration. · R-507 is considered to be environmentally friendly, and the EPA has no intention to limit its use. · The price of R-507 is much higher than R-22, and higher price lubricants must be used in compressors. · R-507 Is non-toxic, however a large leak can cause the displacement of oxygen in the equipment room. Leakage detection and alarm systems are required. Estimated construction cost of Refrigeration System Option C is $272,000. Total estimated electrical usage for the refrigeration plant is $23,000 for a 7 month season. D. Geothermal Refrigeration, Commercial Quality Components Major equipment components include: · Four cold-temperature heat pump packages, each with a 25 HP commercial quality scroll compressors. The heat pump compressors utilize environmentally safe R-404A refrigerant. · Eight hot and cold liquid pumps, each with motors between 1.0 HP and 1.5 HP. · Centrifugal glycol pumps for the rink floor, buffer grid, and subfloor heat, sized at 7.5 HP, 3 HP, and 1 HP respectively. All pump motors are operated using variable speed drives to regulate horsepower use based on refrigeration need. A geothermal well field is used to store excess system heat. A fluid cooler with fan is used to dissipate excess heat to the atmosphere that cannot be accommodated in the well field. The existing evaporative condenser would not be utilized. · A supplemental heat system will use waste heat generated by the compressors for heating of the rink sub-soil and the snowmelt pit. Separate desuperheater heat exchangers and pumps will be provided. Comments: · Geothermal refrigeration provides substantially better efficiency than any other refrigeration option, including direct style. · The refrigeration components are sized smaller than conventional systems, so the system is slower to respond to temperature fluctuations, and ice quality can be marginal in difficult conditions. · The requirement for a geothermal field requires available space on the site outside the building. Vertical style well field requires less space, but is more costly than a horizontal field. · Commercial quality equipment has a shorter useful life than industrial equipment. Typical lifespan is 20 to 25 years. · R-404A is considered to be environmentally friendly, and the EPA has no intention to limit its use. · R-404A is non-toxic, however a large leak can cause the displacement of oxygen in the equipment room. Leakage detection and alarm systems are required. Estimated construction cost of Refrigeration System Option D is $595,000. Total estimated electrical usage for the refrigeration plant is $12,600 for a 7 month season. City of Farmington Schmitz-Makllce Arena - Ice System Replacement .. Bonestroo Page 8 Project No. 00141-09316-0 E. R-22 Indirect Refrigeration, Used Industrial Quality Components Major equipment components include: · The compressors, flooded chiller, and receiver would be the 14 year old industrial quality ynits recently removed from either Bielenberg Arena In Woodbury or Brooklyn Park Arena. The components are in excellent operation condition, and were removed only so new geothermal refrigeration systems could be installed at the facilities. · All components to be sized to provide 100 tons refrigeration capacity, using R-22 (Freon) as the primary refrigerant and ethylene glycol as the secondary refrigerant · Utilize existing evaporative style condenser, indoor remote sump tank, and pump. · Two new centrifugal pumps used to circulate chilled glycol through the ice rink floor. One pump is run at a time, with the second pump serving as backup. · A supplemental heat system will use waste heat generated by the compressors for heating of the rink sub-soil and the snowmelt pit. Separate shell and tube heat exchangers and pumps will be provided. Comments: · Although lower in efficiency than a direct refrigeration system or ammonia, R-22 provides very good efficiency (approximately 5% less than ammonia) and has a good track record for use in low-temperature refrigeration. Industrial quality equipment has a long lifespan - typically 30 years or more. The remaining lifespan of the used equipment is approximately 16 years. · R-22 is generally not considered to be environmentally friendly, particularly in regards to its potential to increase global warming. The EPA has R-22 on its phase out list, and regulations are in place to severely limit its use. · The price of R-22 has doubled over the last few years, and future larger price increases are guaranteed. · The existing refrigeration system contains over 5,000 pounds of R-22. That material may be used in a new or renovated system, and sufficient quantity of R-22 may be stored In tanks for future use. · R-22 is non-toxic, however a large leak can cause the displacement of oxygen in the equipment room. Leakage detection and alarm systems are required. Estimated construction cost of Refrigeration System Option E is $366,000. Total estimated electrical usage for the refrigeration plant is $21,000 for a 7 month season. F. Convert Existing Direct Refrigeration System to R-22 Indirect Major equipment components include: · The existing industrial qualIty compressors would completely rebuilt, including new high efficiency electric motors. · R-22 pumping vessels would be eliminated, and new plate-and frame chillers added. · New MCC panel and controls added. · All components to be sized to provide 100 tons refrigeration capacity, using R-22 (Freon) as the primary refrIgerant and ethylene glycol as the secondary refrigerant. · Utilize existing evaporative style condenser, indoor remote sump tank, and pump. · Two new centrifugal pumps used to circulate chilled glycol through the ice rink floor. One pump is run at a time, with the second pump serving as backup. City of Farmington Schmltz-Makllce Arena - Ice System Replacement # Bonestroo Page 9 Project No. 00141-09316-0 · A new supplemental heat system will use waste heat generated by the compressors for heating of the rink sub-soil and the snowmelt pit. Separate plate and frame heat exchangers and pumps will be provided. Comments: Although lower in efficiency than the existing direct refrigeration system, R-22 provides very good efficiency (approximately 5% less than ammonia) and has a good track record for use in low-temperature refrigeration. · Reuse of existing components provides lowest possible initial system cost. Industrial quality compressors have a long lifespan when fully rebuilt - typically 25 years or more. · R-22 is generally not considered to be environmentally friendly, particularly in regards to its potential to increase global warming. The EPA has R-22 on its phase out list, and regulations are in place to severely limit its use. The price of R-22 has doubled over the last few years, and future larger price increases are guaranteed. · The existing refrigeration system contains over 5,000 pounds of R-22. That material may be used in a new or renovated system, and sufficient quantity of R-22 may be stored in tanks for future use. · R-22 Is non-toxic, however a large leak can cause the displacement of oxygen in the equipment room. Leakage detection systems are required. Estimated construction cost of Refrigeration System Option E is $278,000. Total estimated electrical usage for the refrigeration plant is $21,000 for a 7 month season. DASHERBOARDIMPROVEMENTS The existing dasherboards are of wood framing with 1/4" thickness white polyethylene facing over plywood, %" thickness polyethylene cap rail, plywood backer panel, and 5'-0" height tempered glass shielding. Although well maintained, these original components are in substandard condition due to their advanced age. Rink access gates, penalty boxes, the scorer box, and a portion of the south end of the rink dasher panels were replaced in a renovation project that extended over several years, ending in 2003. All framing used for the renovation work Is heavy galvanized steel, and all facing is solid polyethylene. All renovated components are in very good condition, and could be utilized as part of the current proposed renovation work if desired. If these items are reused, staff has requested that shielding be added to the front of the penalty boxes (to conform to current safety standards), and that passage openings be cut between the scorer box and the penalty boxes. The four options identified for improvements to the ice rink dasherboards are as described below. The costs estimated for all options include removal and disposal of existing dasherboards, all Installation costs, and a 5% contingency factor: A. Replace all dasherboards, boxes, shielding, and netting with new galvanized steel framed components. Estimated construction cost of Option A is $150,000. CIty of Farmington Schmltz-Makl Ice Arena - Ice System Replacement .tt Bonestroo Page 10 Project No. 001'11-09316-0 B. Replace all dasherboards, boxes, shielding, and netting with new aluminum framed components. Estimated construction cost of Option B is $152,000. C. Replace dasherboards, shielding, and netting with new galvanized steel framed components. Reuse all gates, boxes, and dasher panels from the 2003 renovation. Add shielding in front of penalty boxes and cut openings between penalty boxes and the scorer box. Estimated construction cost of Option C is $133,000. D. Replace all dasherboards, boxes, shielding, and netting with new aluminum framed components. Reuse all gates, boxes, and dasher panels from the 2003 renovation. Add shielding in front of penalty boxes and cut openings between penalty boxes and the scorer box. Estimated construction cost of Option D is $135,000. DEHUMIDIFICATION SYSTEM IMPROVEMENTS EXISTING DEHUMIDIFICATION SYSTEM The existing dehumidification system consists of a single Holmsten Rink-Drier unit that is installed on the south end of the arena near the ceiling. The Rink-Drier system uses a mechanical refrigeration process to reduce the relative humidity inside the building. Although mechanical refrigeration style dehumidifiers were common in ice arenas constructed prior to the 1990's, the technology was never capable of providing sufficiently dry air in a cold (below GOOF) arena space, and distribution of dried air was poor because the airflow was not ducted from the unit to the far corners of the arena. Maintenance of proper humidity level is critical in an ice arena environment to: · Eliminate fogging conditions, which disrupts play of ice sports · Eliminate condensation of moisture onto building surfaces, which reduces building corrosion and Improves safety by eliminating mold growth and wet seats, floors, and stairs. · Improve ice surface quality, and reduce operation costs for refrigeration equipment, since the rink will remove humidity from the air (by freezing it) in the absence of a dehumidifier. DEHUMIDIFICATION SYSTEM IMPROVEMENTS With the introduction of desiccant dehumidification technology over the past 10 to 20 years, the use of mechanical refrigeration style dehumidifiers in ice arenas has greatly decreased. Instead of condensing moisture out of the air with refrigeration, a desiccant dehumidifier uses a desiccant chemical to attract moisture to a rotating wheel. Heat is then used to dry the desiccant wheel, and the moisture is expelled outside the building. Since the desiccant process is not affected by building temperature, it is pOSSible to lower the arena humidity to any level desired, at any temperature. For many years, a natural gas burner was the most common heat source to dry the desiccant wheel. As natural gas prices have risen over the past several years, systems have been developed that allow the excess waste heat from the ice rink refrigeration system to be used to dry the desiccant wheel. This excess waste heat Is a byproduct of the refrigeration process, and is available for minimal cost. The original dehumidifiers that utilized waste heat for desiccant regeneration were problematic, but newer models have proven to be reliable and very effective. City of Farmington Schmltz-MakJ Ice Arena - Ice System Replacement . Bonestroo Page 11 Project No. 00141-09316-0 The two options identified for improvements to the dehumidification system are as described below. The costs estimated for both options include removal and disposal of the existing dehumidifier, all installation costs, distribution ductwork, and a 5% contingency factor: A. Desiccant Dehumidification with Gas Fired Reactivation System Description: · Major system components include an 8,000 CFM supply fan, reactivation fan, desiccant wheel, natural gas fired heater for desiccant reactivation, and a post cooling coil. All components are housed in a weatherproof enclosure suitable for outdoor installation. Normal Operation - 100% return air mode, Dehumidification Operation - provides appropriate combination of outside air, cooling, and return air for indoor air quality and comfort (post- cool stage would be utlllzed during need for high quantities of outside air) Comments: Provides needed dehumidification at lowest possible up-front cost. · The temperature of the dry air leaving the unit and entering the arena is between lOooF and 1250F. Warm air increases loading to the ice rink refrigeration compressors, and increases their electrical usage. · Uses expensive natural gas for desiccant reactivation. Estimated typical annual gas usage for an ice arena operating 7 months per year is $20,000. · Requires installation of natural gas piping as well as electrical service Estimated construction cost of Dehumidification Option A is $155,000. B. Desiccant Dehumidification with Waste Heat Reactivation Major system components include a 8,000 CFM supply fan, reactivation fan, single compressor heat pump, desiccant wheel, DX pre-cooling (brine cooling), evaporator side reclaims waste heat from ice sheet refrigeration compressors, condenser side heats outdoor air to regenerate the desiccant rotor without additional cooling energy from ice sheet refrigeration plant, also uses waste heat from refrigeration compressors for winter heating · Normal Operation - 100% return air mode, Dehumidification Operation - provides appropriate combination of outside air, cooling and return air for indoor air quality and comfortable (pre- cool stage would be utilized during need for high quantities of outside air) Comments: · Higher installation cost than Option A, but elimination of natural gas use, and lower annual maintenance cost provides payback in 5 to 8 year period. · The temperature of the dry air leaving the unit and entering the arena is between 650F and 750F. Cool air decreases loading to the Ice rink refrigeration compressors, and decreases their electrical usage. · Utlllzes waste heat from ice sheet refrigeration system · All electric unit, no natural gas piping required Life of desiccant wheel is greatly extended due to lower reactivation temperature Estimated construction cost of Dehumidification Option B is $290,000. City of Farmington Schmltz-MakJ lee Arena - lee System Replacement -#- Bonestroo Page 12 Project No. 00141-09316-0 CITY OF FARMINGTON - SCHMITZ-MAKI ICE ARENA - ICE SYSTEM REPLACEMENT Estimated Construction Costs Estimated construction costs for each proposed improvement option are included in the discussion sections of this report, and are summarized below. Estimated costs are based upon anticipated bid prices for the 2010 construction season and include 5% for construction contingencies. Estimates do not include an estimated 10% for engineering, legal and administration costs. If work Is proposed to be performed later than the 2010 construction season, It Is recommended that an Inflation factor of 5% per year be added to all estimates. ICE RINK FLOOR IMPROVEMENTS Option A. Concrete rink floor with indirect style 1" polyethylene piping. $450,000 Option B. Sand rink floor with indirect style 1" polyethylene piping. $410,000 $619,000 $577,000 Option C. Concrete rink floor with indirect style 1" steel piping. Option D. Sand rink floor with indirect style 1" steel piping. Option E. Concrete rink floor with direct style 5/8" stainless steel piping. $525,000 Option F. Sand rink floor with direct style 5/8" stainless steel piping. $485,000 ICE RINK REFRIGERATION SYSTEM IMPROVEMENTS Option A. Ammonia indirect refrigeration, Industrial quality components. $460,000 Option B. R-22 indirect refrigeration, industrial quality components. $428,000 $272,000 Option C. R-S07 Indirect refrigeration, commercial quality components. Option D. Geothermal refrigeration, commercial quality components. $595,000 Option E. R-22 indirect refrigeration, used industrial quality components. $366,000 Option F. Convert existing direct refrigeration system to indirect $288,000 DASHERBOARDIMPROVEMENTS Option A. Replace all dasherboards, boxes, shielding, and netting with new galvanized steel framed components. $150,000 Option B. Replace all dasherboards, boxes, shielding, and netting with new aluminum framed components. $152,000 Option C. Replace dasherboards, shielding, and netting with new galvanized steel framed components. Reuse all gates, boxes, and dasher panels from the 2003 renovation. Add shielding in front of penalty boxes and cut openings between penalty boxes and the scorer box. $133,000 City of Farmington Schmitz-Maid Ice Arena - Ice System Replacement * Bonestroo Page 13 Project No. 00141-09316-0 Option D. Replace all dasherboards, boxes, shielding, and netting with new aluminum framed components. Reuse all gates, boxes, and dasher panels from the 2003 renovation. Add shielding in front of penalty boxes and cut openings between penalty boxes and the scorer box. $135,000 DEHUMIDIFICATION SYSTEM IMPROVEMENTS Option A. Desiccant Dehumidification with Gas Fired Reactivation $155,000 Option B. Desiccant Dehumidification with Waste Heat Reactivation $290,000 City of Farmington Schmltz-Makllce Arena - Ice System Replacement .:It Bonestroo Page 14 Project No. 00141-09316-0 CITY OF FARMINGTON - SCHMITZ-MAKI ICE ARENA - ICE SYSTEM REPLACEMENT Proposed Project Schedule The proposed project schedule is as follows: City Council accepts Feasibility Report and authorizes the preparation of plans and specifications City Council approves plans and specifications and authorizes Ad for Bid Bid opening City Council accepts Bids and awards contract Contractor begins construction Substantial construction completion date Final construction completion date New ice rink usable for skaters City of Farmington Schmitz-Maid lee Arena - lee System Replacement .tt Bonestroo February 1, 2010 February 15, 2010 March 10, 2010 March 17, 2010 April 5, 2010 August 17, 2010 August 31, 2010 September 15, 2010 Page 15 Project No. 00141-09316-0 CITY OF FARMINGTON - SCHMITZ-MAKI ICE ARENA - ICE SYSTEM REPLACEMENT Conclusions and Recommendations The proposed improvements in this report are feasible and cost effective as they relate to general engineering principles and construction practices. The project feasibility as a whole is subject to the financial review by the City. The proposed improvements are necessary to improve public facilities to provide service to the affected residents at current City standards. Our recommendations as to the scope of the ice system work to be designed and constructed at this time are dependent on the City's chosen course of action on the construction of a new single or twin sheet ice arena on another site in the City, as described below: Option 1 - Operation of Schmltz-Maki Arena to continue indefinitely · Construct concrete rink floor with indirect style 1" polyethylene piping, construction cost of $450,000. Concrete floor aliows multi-use of the facility in the non-ice season, at a moderate $40,000 cost increase over sand surface floor. Polyethylene piping provides acceptable heat transfer at a cost of $169,000 less than a steel pipe floor. · Construct ammonia indirect refrigeration, industrial quality components, construction cost of $460,000. Industrial quality system provides 10 year longer life than commercial quality system, and best efficiency of the non-geothermal systems. Ammonia is also the most environmentally friendly refrigerant available. · Replace dasherboards, shielding, and netting with new galvanized steel framed components. Reuse all gates, boxes, and dasher panels from the 2003 renovation, construction cost of $133,000. Bid could be configured to also allow aluminum framing to be quoted, to increase number of bidders. · Install desiccant dehumidification with waste heat reactivation, construction cost of $290,000. Reduction in use of natural gas results in straight payback of 6.75 years compared to a unit with gas fired reactivation. · Total project construction cost of Option 1 is $1,333,000. Option 2 - Schmitz-Maki Arena deactivated between 4 and lS years In the future · Construct concrete rink floor with indirect style 1" polyethylene piping, construction cost of $450,000. Concrete floor allows multi-use of the facility in the non-ice season, at a moderate $40,000 cost increase over sand surface floor. Polyethylene piping provides acceptable heat transfer at a cost of $169,000 less than a steel pipe floor. · Construct R-507 Indirect refrigeration, commercial quality components, construction cost of $272,000. Commercial grade components provide quality Ice, with acceptable longevity for expected life of the facility. Replace dasherboards, shielding, and netting with new galvanized steel framed components. Reuse all gates, boxes, and dasher panels from the 2003 renovation, construction cost of $133,000. Bid could be configured to also allow aluminum framing to be quoted, to increase number of bidders. City of Farmington Schmltz-Makllce Arena - Ice System Replacement -#' Bonestroo Page 16 Project No. 00141-09316-0 · Install desiccant dehumidification with waste heat reactivation/ construction cost of $290/000. Reduction in use of natural gas results in straight payback of 6.75 years. Dehumidification unit can be moved to the new arena facility if Schmitz-Maki is deactivated. · Total project construction cost of Option 2 is $1/145/000. Option 3 - Schmitz-Maki Arena deactivated in 2 to 3 years or less · Pressure test existing floor piping, repair any leaks discovered/ construction cost $15/000. · Pressure test existing equipment and piping systems/ repair any leaks discovered, construction cost of $5/000. · The equipment and piping testing procedures described above will verify the current leakage status of the systems/ but will not guarantee that further leaks will not develop during the ice season. Corrosion present in the systems in ongoing/ and is expected to worsen with time. · Dasherboards to remain as is. · Dehumidification system to remain as is. · Total project construction cost of Option 3 Is $20/000. Oty of Farmington SChmltz-Makllce Arena - Ice System Replacement -tt Bonestroo Page 17 Project No. 00141-09316-0 Appendix A - Proposed Improvements Figures City of Farmington Schmltz-Makl Ice Arena - Ice System Replacement .. Bonestroo Page 18 Project No. 00141-09316-0 l(:U41't41U93~Uo(umt&Cl'01.dwg lJ29/]Dl4h23:lBPM Ii! I : I ; I [I II Ii Ii ! I. : II I I I i . I ';f i ~ .1 I~ ~I F - 11,1' iJ~ ~ ~ ~i~ I ~Ih .. Ii I~ I~ ~ ; I I I I~ Q I~ !l~ I ... i ; !l ~!il rl ~ '4~ ~ I;l " ; 1111 U~I ~!h ;ma~ !; I i I !l ~ I I j ; I Ii ~ DASH!RS a GATES REPI.JtCS) IN 2003 I I I / I /I~ /~/ ~I II II II S~ I i S I, i i S ~B II III 01 ..... I a n B FARMINGTON, MINNESOTA SCHMITZ-MAKl- ARENA ICE SYSTEM REPlACEMENT IOOST1NG CONOmOl\lS ~=:''L~~RQUT I#J)muJMlllXI."u:asm~DIlIINI!R. UIlIltAnIlt.-sWMIIWlIClPJalIlaab. PllDf\'!WRl!JMf1)1tR:l!m:Il'n'l '1' lJ tl co ! ~ ~ g ..11- ~ ~ ~ ~ 1", 8 ~ ~ .-t ~ 9 ~ d ,- ~ 0 -- DIltII tJC.filO.~ lC:U.I\1.1OIO~4Ul93~I/l.5I2OIOJ:l8.-Q,," 1~l!~ "'~~* I~~~ in; ~Ug ~Iil~a III (' l:i ij ! I .. ... ~ - n~~p !"'~UI il lllllO Iil ~~ ~ .. .. IV ~ IU~ ! i rl ~II~I ~~ j!~ I ~ ~~ ~ ;iiI "8 UOlt Icj r '" ~liU ~; ~I r ~~~ ~ I ! "'I ~ II ~ I' ~ U Iil Ji ~ i I! i %'1 S ~~ s Ij i ;:!11 ~nn PI IV I~n ~I~ I~e ~~~ .{c,:." .......;:...... )~~: /_I!.;;.~.:. :- ;~:, .~:,~.~.~~:- "-.1"' r- 'ilU ~!:; , he ' U .. ...-0- 1;1 ~ L i B i S ~ FARMINGTON, MINNESOTA SCHMm-MAKI- ARENA ICE SYSTEM REPlACEMENT ICE RINK A.OOR IMPROVEMENT PlAN ~:nCII':a~~1lfJQlI' L~~-r:ft..~<<""==- ~Jl/lIeIWlYDJamlTtlFrT.Z , <Xl ~ g ..la- o. [R "11"' i :::!" I d o -- I)lQ& &rom. -JilI!l9- K:\141\141D931llC1\CAD\Ol1JgU4109316l1'll3.d11g 1/2!IIZ01O a:26:t4 PM ~d-l ~,,~ liJ ~ I I I J~.. ! I u , i' ': ii ui~ " ~ ~ ! II ~I! Ihl w ~II 1:1 f /!ll~ ~~h Iii.; I' ~h Ui 1111 ~iil"l ~~~~ ;1 Ig~ ~!I ~U ~ I' I !~I II Ii I! Ii ~n " , I~J :i i " i' ,I ~!I S II I~.. I In I! I II I~J ~ 7 j' ~II j .1 ~~.. I! s ) --=-"tl (,=-'--- ,._,,=-~ LV ~ i ~ ;:!II ~nn 01 win i ~ FARMINGTON, MINNESOTA SOlMITZ-MAKI- ARENA ICE SYSlCM REPlACEMENT DASHERlIOAllO lMPROVEMEl\IT PlAN IHrIlIB'1CE1l11P\'~nasPIM.~c-.1!ERIII' _FmilIIlfJIll'l'lllllllllKlSl",mm:rlilHJM5lDlll moTlW'I"'AtIUI.'/'IJlDSID~DlXlIIlI<Sl. UIlilBlTMI.....,II'M/IlXI1IlI'~ PlllIl1'lWlIIlGllll'/'l1.nIl'rnlFn7 :; Sf.ll,'l co , ~ t~ Q "'l- s ~,~ ;D ., o ji~ ~ ~ 8 ",-e: _ ~ 6~ g """"'" _ tJC.1IO.-Bm- , II Ii f I ~~ ~ ~l I ~ii ~ "'i I: '7 ~ .. ~i~ ~! r ~ ... '1 I rl III ~C'j I' I~I r( I[ ..~ iW ~ il BI ql ~i ! ~ K."\141\14um16D'\CAD\DWll\1"1lI93161.1Fll'tJlwgtnSJ20lOl:0&:53~ I I[ I, I, ii 'i II ;1 I' II 11 i ;:!l II III (;')1 . 1- ~ I u n "" "'"""""""~~,.",,::.> .<~" ,~ \ \ \\ ~ .l.~ ;1 ~u i IU jf ~~~/ 4 i S i ~ i S ~~~~'OUr~1IUQ[f _~IMAlUTlQlI&D~aGllEPl. _N"fJlUIJWIQl'~ PllllIfIWCl> GADa IGlImtFIT2 l': ",,!!!l'j CO ! ;;: ~ ~ 9 .I- If :~.7-?l m...... g el >5 ~ VI -...- ~ Ji~~ a o....:€: 0 FARMINGTON, MINNESOTA SOiMITZ-MAKI- ARENA ICE SYSTEM REPlACEMENT DBiUMIDIFICATION IMPROVEMENT PLAN -- 0IilI: ue.1IO. --Rm- IOe City of Farmington 430 Third Street Farmington, Minnesota 651.463.7111 . Fax 651.463.2591 www.ci.farmington.mn.us TO: Mayor, Councilmembers, City Administrator (j' Kevin Schorzman, P .E., City Engineer FROM: SUBJECT: Change Order #2- Dushane Parkway Extension Project DATE: February 1,2010 INTRODUCTION Council awarded the Dushane Parkway Extension Project at the September 8, 2009, City Council meeting. The following items are added by this change order: 1. Remove/Re1ay 8" Ductile Iron Pipe (DIP) Water Main ($1,020.00) 2. Remove Heavy Duty Silt Fence ($777.00) 3. 6" DIP Water Main, Gate Valve, and Box ($3,100.00) 4. Install Sod ($552.50) DISCUSSION Item # 1 is included to compensate the contractor for the removal and reinstallation of an existing 8" DIP on Dushane Parkway, midway between Knutsen Drive and Spruce Street. The removal and reinstallation was done to avoid the use of several fittings to jog the water main around new storm sewer that was being placed in the area. Item #2 is included to compensate the contractor for the removal of existing silt fence located along the alignment for the north/south portion of the trail that was being constructed between CSAH 50 and Spruce Street. The silt fence was apparently installed as part of the original work on the development, and needed to be removed and disposed ofto allow for grading of the trail. Item #3 is included to compensate the contractor for the installation of additional 6" water main and an additional gate valve. The original plan did not include quantities for 6" hydrant leads. These leads are necessary because our hydrants are designed to be hooked up to 6" water line. The new gate valve was added because the hydrant that was salvaged and reinstalled was placed as part of the construction of the original development and was temporary. Therefore, no valve was placed during the original installation. Change Order #2-Dushane Parkway Extension Project February 1, 2010 Page 2 of2 Item #4 is included to compensate the contractor for the installation of sod along the portion of the new sidewalk: adjacent to McDonald's. Due to the time of year, it was decided that this area should be sodded, rather than seeded, to match the existing sod for both the remainder of the fall as well as the following spring. BUDGET IMPACT This project is being funded by the developer, and the total change order amount is $5,449.50, which is within the project budget. ACTION REQUESTED Approve, by motion, Change Order #2 for the Dushane Parkway Extension Project in the amount of $5,449.50, and approve Request for Payment No.4 in the amount of$5,331.40. Respectfully Submitted, jZrft--- Kevin Schorzman, P .E. City Engineer cc: file CITY COpy Farmin ton MN 55024 Date Janua 20 2010 Bond No: 1041665 CHANGE ORDER NO. 2 2009 DUSHANE PARI<JNAY EXTENSION PROJECT CIlY OF FARMINGTON PROJECT NO. 09-07 DescriDtion of Work The following changes address Improvements along Dushane Parkway: A) Part A accounts for the removal and relaying of 8" ductile iron pipe to accommodate multiple storm crossings and reduce the need for several fittings. B) Part B accounts for the removal of pre-existing heavy duty silt fence that was located In the proposed alignment for the new bike path. C) Part C accounts for 6" ductile iron pipe that was used for hydrant leads and a new, replacement 6" gate valve for a salvaged hydrant assembly. D) Part D accounts for the installation of sod near McDonald's which was used in order to match the pre-existing sod. Contract Unit Total ITEM NO. Item Unit Quantity Price Amount PART A - REMOVE/RELAyao DIP WATER MAIN A 34A REMOVE & RELAY 8" DIP WATER MAIN LF 60 $17.00 $1,020.00 PART A SUB TOTAL $1,020.00 PART B - REMOVE HEAVY DUTY SILT FENCE B LABORER HR 2 $73.00 $146.00 B OPERATOR HR 3 $n.oo $231.00 B 650 JD DOZER HR 1 $82.00 $82.00 B BOBCAT HR 2 $84.00 $168.00 B HAUL OUT & DISPOSE SILT FENCE LS 1 $150.00 $150.00 98G PART B SUB TOTAL $777.00 PART C - 60 DIP WATER MAIN It 60 GATE VALVE AND BOX C C 34B 6" DIP WATER MAIN, CLASS 52 34C 6" GATE VALVE AND BOX LF EA 75 1 $28.00 $1,000.00 $2,100.00 $1,000.00 PART C SUB TOTAL PART D - MISC RESTORATION $3,100.00 D 98H INSTALL SOD PART D SUB TOTAL SY 170 $3.25 $552.50 $552.50 $5,449.50 TOTAL CHANGE ORDER NUMBER 2 Clange Order 2 Dushane Parkway Extension.xJs Original Contract Amount Previous Change Orders This Change Order Revised Contract Amount (including this change order) CHANGE IN CONmACT TIMES Original Contract Times: Substantial Completion (days or date): Ready for final Payment (days or date): Increase of this Change Order: Substantial Completion (days or date): Ready for final Payment (days or date): Contract Time with all approved Change Orders: Substantial Compietion (days or date): Ready for final Payment (days or date): Recommended for Approval by: ~J< ,jr~ Date: \-2b- to Approved by Owner: CITY OF FARMINGTON $697,329.20 $61,671.54 $5,449.50 $764,450.24 Date cc: Owner Contractor Bonding Company Qumge Order 2 Dushane Parkway Extension.xIs Date CITY COpy City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 . Fax 651.280.6899 www.ci.fannington.mn.us Summary Original Contract Amount 2 Change Order - Addition 3 Change Order - Deduction 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7. Amount Earned 8 Less Retalnage 5% 9 Subtotal 10 Less Amount Paid Previously 11 Uquldated Damages 12 AMOUNT DUE THIS REQUEST FOR PAYMENT Contractor's Request for Payment Dushane Parkway Extension $ $ 67,121.04 NO.4 Request Coverage Dates December 12. 2009 Approved By Contractor: to January 22. 2010 Recommended for Approval by: $ 697,329.20 $ $ $ $ $ $ $ $ $ 764,450.24 615,546.94 615,546.94 30,m.35 584,769.59 579,438.19 5,331 AO ~rJZ srf~/Yrt~ Rich Schlmmel- City Engineering Staff Approved By OWner: CITY OF FARMINGTON Peter Herlofsky - City Administrator Kevin Schorzman - City Engineer Date: NO. BASE BID: ITEM UNITS QTY UNIT PRICE Current Quantity Quantity to Date Amount to Date Part 1-8anltarv Sewer: 1 MOBILIZATION LS 1 $29,000.00 0 0.90 $ 26,100.00 2 TRAFFIC CONTROL LS 1 $ 1 ,200.00 0 0.75 $ BOO.OO 3 DEWATERING LS 1 $ 1.00 0 $ - 4 CONNECT TO EXISTING SANITARY SEWER PIPE EA 1 $11,500.00 0 1 $ 11,500.00 5 6' PVC SANITARY SEWER, SDR 35,6'-10' DEEP LF 660 $ 15.40 0 659 $ 10,148.60 4' DIAMETER SANITARY MH, 8' DEEP, INCL R-1642-B 6 CSTG AND CONC ADJ RINGS EA 3 $ 1,440.00 0 3 $ 4,320.00 7 4' DIAMETER SANITARY MANHOLE OVEROEPTH LF 3 $ 88.00 0 3 $ 284.00 8 JET/CLEAN SANITARY SEWER LF 680 $ 1.80 0 659 $ 1,186.20 9 CLOSED CIRCUIT TV INSPECTION LF 680 $ 1.80 0 659 $ 1,166.20 10 IMPROVED PIPE FOUNDATION, PER 6'INCREMENT LF 880 $ 0.01 0 $ - 11 8' X4' PVC WYE, SDR35 EA 1 $ 85.00 0 1 $ 85.00 12 8' X 6" PVC WYE, SDR 35 EA 4 $ 110.00 0 4 $ 440.00 13 4' PVC SCH 40 SERVICE PIPE LF 45$ 14.00 0 50 $ 700.00 14 6" PVC SCH 40 SERVICE PIPE LF 260 $ 15.00 0 260 $ 3 900.00 15 4' CLEANOUT EA 1 $ 170.00 0 1 $ 170.00 16 6' CLEANOUT EA 4 $ 300.00 0 4 $ 1.200.00 TOTAL PART 1 . SANITARY SEWER $ PART 2- WATERMAlN 17 SALVAGE AND REINSTALL HYDRANT AND GATE VALVE EA 1 $ 740.00 0 1 $ 740.00 18 CONNECT TO EXISTING 8' WATER MAIN EA 2 $ 550.00 0 2 $ 1,100.00 19 CONNECT TO EXISTING 16" WATER MAIN EA 1 $ 700.00 0 1 $ 700.00 20 16" DIP WATER MAIN, CL 51 LF 310 $ 51.00 0 308 $ 15,708.00 21 6' DIP WATER MAIN, CL 52 LF 730 $ 23.00 0 745 $ 17135.00 22 DUCTILE IRON FITTINGS LB 6300 $ 1.30 0 6308 $ 8 200.40 23 16" GATE VALVE AND BOX EA 1 $ 3,110.00 0 1 $ 3110.00 24 6' GATE VALVE AND BOX EA 7 $ 1 200.00 0 7 $ 8,400.00 25 INSTALL HYDRANT WITH VALVE EA 2 .$ 2,780.00 0 2 $ 5,560.00 26 INSULATION, 4' THICK SY 5 $ 25.00 0 1.8 $ 45.00 27 IMPROVED PIPE FOUNDATION, PER 6' INCREMENTS LF 1040 $ 0.01 0 $ - 28 1-112' TYPE 'K" COPPER WATER SERVICE LF 60 $ 20.00 0 52 $ 1 040.00 8' DIP WATER SERVICE, CL 52, INC. POLY WRAP, 29 SEPARATE TRENCH LF 320 $ 32.00 0 329 $ 10 528.00 30 1-112" CORPORATION STOP EA 1 $ 192.00 0 1 $ 192.00 31 1-112' CURB STOP AND BOX EA 1 $ 260.00 0 1 $ 260.00 32 2' CORPORATION STOP EA 1 $ 270.00 0 1 $ 270.00 33 2' CURB STOP & BOX EA 1 $ 350.00 0 1 $ 350.00 34 2' TYPE 'K" COPPER WATER SERVICE LF 40 $ 30.00 0 38 $ 1.140.00 34A REMOVElRELAY 6'DIP LF 60 $ 17.00 60 60 $ 1 020.00 34B 6" DIP WATER MAIN LF 75 $ 28.00 75 75 $ 2,100.00 34C 6" GATE VALVE AND BOX EA 1 $ 1,000.00 1 1 $ 1 000.00 TOTAL PART 2. WATER MAIN $ PART3.STORMS~R 35 ADJUST CATCH BASIN CASTING EA 6 $ 80.00 0 6 $ 480.00 36 15' RCP STORM SEWER CLASS 5 LF 290 $ 22.30 0 279 $ 6,221.70 37 18' RCP STORM SEWER, CLASS 5 LF 85$ 24.00 0 78 $ 1,672.00 38 21' RCP STORM SEWER, CLASS 4 LF 300 $ 25.30 0 296 $ 7 488.80 39 33' RCP STORM SEWER, CLASS 4 LF 340 $ 41.50 0 292 $ 12,118.00 40 36' RCP STORM SEWER, CLASS 3 LF 340 $ 48.00 0 329 $ 15,792.00 41 48' RCP ARCH STORM SEWER, CLASS 2 LF 277 $ 93.00 0 260 $ 26,040.00 42 2' X 3' CB, INCL R-3067-V CSTF AND CONC ADJ RINGS EA 1 $ 1,120.00 0 1 $ 1,120.00 4' DIA STORM SEWER CBMH, 8' DEEP, INC R-3067-V, 43 CSTG AND CONCRETE ADJ RINGS EA 4 $ 1,310.00 0 4 $ 5 240.00 4.5' DIA STORM SEWER CBMH, 8' DEEP, INC R-3067-V, 44 CSTG AND CONCRETE ADJ RINGS EA 1 $ 1,685.00 0 1 $ 1,685.00 5' DIA STORM SEWER CBMH, 6' DEEP, INC R-3067-V, 1,800.00 45 CSTG AND CONCRETE ADJ RINGS EA 1 $ 1,800.00 0 1 $ 5.5' CIA STORM SEWER CBMH, 8' DEEP, INC R-3067-V, 46 CSTG AND CONCRETE ADJ RINGS EA 2 $ 2,040.00 0 2 $ 4,080.00 6.5' DIA STORM SEWER MH, 6' DEEP,INCL R-1642-B 47 csm AND CONC ADJ RINGS EA 1 $ 3,300.00 0 1 $ 3,300.00 48 4' PERFORATED PVC DRAIN TILE, SDR 26 LF 500 $ 10.00 0 500 $ 5 000.00 49 INLET PROTECTION PER DETAIL ERQ-04 EA 9 $ 80.00 0 $ - 50 INLET PROTECTION PER DETAIL ERQ-12 EA 9 $ 80.00 0 10 $ 800.00 51 JET/CLEAN STORM SEWER PIPE LF 1650 $ 2.50 0 $ - 52 36" FES WITH TRASH GUARD EA 1 $ 1,600.00 0 1 $ 1,600.00 53 48' ARCH FES WITH TRASH GUARD EA 1 $ 2,100.00 0 1 $ 2,1 00.00 54 RIP RAP, CL3 CY 40$ 50.00 0 40$ 2 000.00 TOTAL PART 3 - STORM SEWER $ PART 4 - STREET IMPROVEMENTS 55 SITE CLEARING LS 1 $ 1 ,500.00 0 1 $ 1 ,500.00 56 SAWING BITUMINOUS PAVEMENT LF 400 $ 2.50 0 256 $ 640.00 57 REMOVE BITUMINOUS PAVEMENT SY 380 $ 2.00 0 213 $ 426.00 58 REMOVE CURB AND GUTTER LF 260 $ 8.00 0 276 $ 2,208.00 62,100.00 78,598.40 98,737.50 NO. ITEM UNITS QTY UNIT PRICE Current QuantItY QuantItY to Date Amount to Date 59 REMOVE CONCRETE SIDEWALK SF 700 $ 2.00 0 1300 $ 2,600.00 60 SUBGRADEEXCAVATION(8n CY 6,500 $ 3.00 0 2200 $ 6 600.00 61 GRANULARBORROW(C~ CY 9,000 $ 8.30 0 5110 $ 42413.00 62 SELECT GRANULAR BORROW (C~ CY 3,600 $ 8.30 0 3600 $ 29.880.00 63 AGGREGATE BASE, CLASS 5,100% CRUSHED TN 4,700 $ 9.70 0 5211 $ 50,546.70 64 TYPE LV 3 NON WEARING COURSE MIXTURE TN 900 $ 45.00 . 0 948 $ 42,660.00 65 TYPE LV 3 WEARING COURSE MIXTURE tN 2,400 $ 47.00 0 1448 $ 68,056.00 66 BITUMINOUS MATERIAL FOR TACK COAT GAL 1,000 $ 3.00 0 700 $ 2,100.00 67 SAW AND SEAL LF 2,700 $ 1.95 0 534 $ 1.041.30 68 B618 CONCRETE CURB AND GUTTER LF 1,900 $ 9.30 0 1990 $ 18,507.00 69 B612 CONCRETE CURB AND GUTTER LF 2100 $ 8.00 0 1789 .$ 14,312.00 70 VALLEY GUTTER LF 580 $ 16.00 0 536 $ 8,576.00 71 CONCRETE PEDESTRIAN RAMP SF 1,170 $ 4.00 0 232 $ 928.00 72 TRUNCATED DOME PANEL SF 130 $ 36.00 0 44$ 1 ,584.00 73 24" STOP BAR - EPOXY LF 80 $ 10.00 0 $ - 74 18" STOP BAR - EPOXY LF 100 $ 9.00 0 $ - 75 4" SOLID LINE, YELLOW EPOXY LF 3,300 $ 0.50 0 $ . 76 4" SOLID LINE, WHITE EPOXY LF 800 $ 0.50 0 $ - 77 4" 10130 SKIP, YELLOW EPOXY LF 600 $ 0.50 0 $ - 78 4"10130 SKIP, WHITE EPOXY LF 800 $ 0.50 0 $ . 79 4"10130 SKIP, WHITE LATEX PAINT LF 600 $ 0.25 0 1050 $ 262.50 80 12" SOLID HATCHING, YELLOW EPOXY LF 400 $ 6.00 0 $ - 81 12" SOLID HATCHING, WHITE EPOXY LF 800 $ 8.00 0 $ - 82 PAVEMENT MESSAGE, TURN ARROW LATEX PAINT EA 2 $ 75.00 0 $ - 83 PAVEMENT MESSAGE, TURN ARROW-EPOXY EA 17 $ 150.00 0 $ . 84 PAVEMENT MESSAGE, PED XING - EPOXY EA 4 $ 950.00 0 $ - 85 SALVAGE AND REINSTALL PAVERS SF 250 $ 12.00 0 $ . 86 INSTALL SIGN, TYPE C SF 140 $ 32.50 5 108 $ 3.510.00 87 WATER FOR DUST CONTROL 1000 GAL 10 $ 35.00 0 $ - STREET SWEEPER WITH PICK UP BROOM WITH 88 OPERATOR HR 4 $ 85.00 0 4 $ 340.00 89 SKlDSTEER (BOBCAT) WITH OPERATOR HR 4.0 $ 85.00 0 $ - 90 TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 2 $ 500.00 0 1 $ 500.00 91 SILT FENCE, MACHINE SLICED LF 4,100 $ 1.00 0 2067 $ 2,067.0Q 92 TEMPORARY MULCH, TYPE 1 AC 3.0 $ 450.00 0 5 $ 2,250.00 93 MNDOT SEED MIX 260 LBS 240 $ 2.80 0 400 $ 1,120.00 94 SEEDING, BLOWN COMPOST AC 3 $ 4,200.00 0 $ - REMOVE, DISPOSE EXISTING BILL BOARD 95 FOUNDATION LS 1 $ 3,900.00 0 1 $ 3,900.00 96 TYPE 3, BARRICADES EA 4 $ 250.00 0 4 $ 1.000.00 97 ADJUST EXISTING UTILITY CASTINGS EA 14 $ 250.00 0 14 $ 3,500.00 98 EROSION CONTROL BLANKET SY 3500 $ 1.00 0 $ - 9aA CONCRETE PAVERS SF 1,104 $ 8.76 0 1104 $ 9,671.04 98B SAL.VAGElREINSTALL PAVERS SF 163 $ 7.25 0 163 $ 1,181.75 98C 4" CONCRETE, SPECIAL SF 3,117 $ 6.65 0 3117 $ 20,728.05 98D EDGING FOR PAVERS LF 629 $ 6.00 0 629 $ 3,774.00 98E 4" CONCRETE MEDIAN SF 6,799 $ 3.30 0 6824 $ 22,519.20 98F RELOCATE LIGHT POLE EA 2 $ 1,940.00 0 2 $ 3,880.00 98G REMOVE HEAVY DUTY SILT FENCE LS 1 $ m.oo 1 1 $ m.oo . 98H INSTALL SOD SY 170 $ 3.25 170 170 $ 552.50 TOTAl PART 4 - STREET IMPROVEMENTS $ 376,111.04 TOTAl DUSHANE PARKWAY EXTENSION TOTALPART1-SANITARYSEWER $ 62,100.00 TOTAL PART 2. WATER MAIN $ 78,598.40 TOTAL PART 3 - STORM SEWER $ 98,737.50 TOTAL PART 4. STREET IMPROVEMENTS $ 376,111.04 TOTAl BASE BID $ 615,548.94 /dcL City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 . Fax 651.280.6899 www.ci.farmington.mn.us TO: Mayor, Councilmembers, City Administrato(j-- FROM: Kevin Schorzman, P .E., City Engineer SUBJECT: 2010 Seal Coat Project Feasibility Report DATE: February 1,2010 INTRODUCTION Attached is the Feasibility Report for the 2010 Seal Coat project. The project consists of seal coating specified residential streets. DISCUSSION The 2010 Seal Coat project is the seventeenth project in the City's seal coat program established by the City of Farmington in 1994. The seal coat program is implemented in a seven-year cycle. The streets indicated in Figure 1 of the report and Attachment A are to be included in the seal coat program this year. BUDGET IMPACT Several streets in the 2010 seal coat project area have been assessed seal coating costs through their respective development contracts. The property owners benefiting from the improvements to the remaining streets would be assessed for the project costs pursuant to Minnesota Statute 429 and the City's Special Assessment Policy. The remainder of the costs would be funded through the Street Construction and Maintenance Fund (Formerly known as the Road and Bridge Fund). It is recommended that the City of Farmington continue to partner with the City of Burnsville who administers a Joint Powers Agreement for sealing coating, traffic markings, aggregate screening, street sweeping and crack filling. Those involved in the Joint Powers Agreement include Burnsville, Apple Valley, Eagan, Elko, New Market, Lakeville, Rosemount, Savage, Prior Lake, Shakopee, West Saint Paul and South Saint Paul. Cost information is included in the cost estimate section of the attached report that indicates the costs anticipated through the Joint Powers Agreement. 2010 Sea/coat Project Feasibility Report February 1,2010 Page 2 of2 The total estimated project cost for the 2010 Seal Coat project is approximately $281,216.00. The City's special assessment policy indicates a 50/50 cost sharing split between the City and the properties benefiting from the seal coat improvements. The estimated assessment based on the estimated project costs and the special assessment policy is $136.65 per residential equivalent unit. As in past years, all areas designated to be seal coated this year will be reviewed in the spring, and those areas that are deteriorated beyond the point that a seal coat will be beneficial will be removed from the list. Also, any areas scheduled to be seal coated that are in the CIP and are scheduled to be reconstructed within the next seven years will be removed. ACTION REOUESTED Adopt the attached resolution accepting the feasibility report, scheduling the public hearing for March 15,2010 and authorizing preparation of plans and specifications. Respectfully Submitted, ~.:ft--- Kevin Schorzman, P.E., City Engineer cc: file FEASIBILITY REPORT FOR PROJECT NO. 10-01 2010 SEAL COAT PROJECT I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered professional engineer under the laws of the State of Minnesota. %;P Kevin Schorzman, P .E., City Engineer Date: February 1,2010 Reg. No.: 45186 City of Fannington, Minnesota Engineering Division (651) 280-6840 430 Third Street Table of Contents Introduction..... ...... ........ ...... .... ........................................ ......... ..................... ............ ................. ..... 3 Discussion.......................................................................................................................... ............. 3 Cost Estimate ................................................................................................................................. 4 Proj ect Financing...................................;........................................................................................ 5 Conclusions And Recommendations ....... ...... .... ........ ............. ................ ....... ... ............... ............... 6 Attachment A .................................................................................................................................. 7 Figure 1 - 2010 Seal Coat Areas Figure 2 - Seven Year Cycle Seal Coat Program 2 Introduction This report has been prepared to determine the feasibility of seal coating City streets as planned during 2010. See Figure 1 for the areas to be seal coated in 2010 and Attachment A for a list of the individual streets to be included in this area. The annual seal coating program, initiated by Farmington in 1994, is implemented in a seven year cycle in which assigned areas are seal coated each year (See Figure 2). The City requires new streets to be seal coated approximately two to three years after the fmal bituminous wear surface has been placed on the street. After the first seal coat application, streets are typically seal coated every seven years. New streets within developments will continue to be incorporated into the plan as they are added to the City's street system. The purpose of seal coating is to improve the quality and extend the life of the City streets. Seal coating delays the need for costly street reconstruction or other corrective work for which a portion of the costs are assessed to the adjacent property owners. The streets indicated in Figure 1 and Attachment A are to be included in the seal coat program this year. The streets in Parkview Ponds, Mattson Farms, Swanson Acres, Hometown Addition, Farmington Business Park, Executive Estates and Spruce Street west of Denmark Avenue are to be seal coated for the fIrst time this year. The streets of Cameron Woods, Hilldee Addition, Nelsen Hills 7th Addition, Char1eswood 2nd Addition, East Farmington 6th Addition, Chateau Manor, Centennial Drive between Sunnyside Drive and Heritage Way, Centennial Circle, Akin Road/190th Street between 195th Street and Pilot Knob, 3rd Street between Elm Street and Spruce Street, Oak Street between 2nd Street and 4th Street, and the municipal pool parking lot are also scheduled to be seal coated this year. Discussion Prior to 2004, :fine seal coat aggregate (FA-2 ModifIed Aggregate) had been used in the cul-de- sac areas and larger aggregate (F A-2 Aggregate) had been used on all remaining areas. Fine aggregate, which tends to bind to the road surf~ce better than larger aggregate, typically costs up to three times as much as the larger aggregate. Since the :fine aggregate had been significantly more costly than the larger aggregate, it was only used in the cul-de-sac areas. Since 2004, the City has participated in a Joint Powers Agreement with the City's of Burnsville, Apple Valley, Eagan, Elko New Market, Lakeville, Prior Lake, Rosemount, Savage, Shakopee, South St. Paul and West St. Paul to complete Farmington's seal coat project. From 2004 to 2009, the quantities of the fme aggregate (F A-2 Modified) combined from all the Joint Powers Agreement City's far outweighed the larger aggregate (FA-2 Aggregate) and thus resulted in similar unit costs per aggregate. Under the Joint Powers Agreement in 2009, all streets in the Seal Coat project were seal coated with the :fine aggregate (FA-2 Modified Aggregate), thus providing the City with a better overall product. As part of the Joint Powers Agreement in 2010 the seal coat project will be bid with the CRS-2P 3 oil (polymerized oil) versus the CRS-2 oil (Non-polymerized oil) that was previously bid prior to 2008. One of the biggest benefits of the polymerized oil is that it develops aggregate-grabbing strength much more rapidly than non-polymerized oil. It takes approximately two weeks for a non-polymerized oil to develop the aggregate-grabbing strength that a polymerized oil develops in one day. Cities that have been using the CRS-2P oil have indicated that a significantly larger percent of aggregate is adhering to street surface with the use of this oil. Farmington has experienced similar results. The surface aggregate removal that has been seen from vehicle turning motions has been decreased with the CRS-2P oil. Cost Estimate Cost estimates have been prepared for the improvements described in this report. The estimates for the work are based on anticipated unit prices for the 2010 construction season. The cost estimates presented below include a ten-percent contingency and twenty-seven percent allowance for engineering, legal and administrative costs. Item Unit Est. Qty Estimated Unit Price Total Screened Mod. CRS-2P 1/8" F A2 SY 114,500 70,700 $1.19 $136,255 $0.92 $ 65.044 New Mod. CRS-2P 1/8" FA2 SY 10% Contingencies $201,300 $ 20.130 Estimated Construction Cost Total estimated Construction Cost $221,430 $ 59.786 * 27% Engineering, Legal, Administration Total estimated Project Cost $281,216 * A percentage of the actual construction cost is paid to the City ofBurnsville for legal and administrative cost on a sliding scale basis as follows: $ 0 to $50,000 1.5% $ 50,000 to $100,000 - 1.0% Over $100,000 0.5% 4 Project Financing The City's Assessment Policy states that Seal Coating shall be assessed at a 50% rate. Based on the project costs identified in this report, the estimated assessment rates for the project, calculated with a 50/50 split, would be $136.65 per unit. The fmal assessment amount in 2009 based on the fmal project costs was $127.43 per residential equivalent unit. Parkview Ponds, Mattson Farms, Swanson Acres, Hometown Addition, Farmington Business Park, Executive Estates are to be seal coated for the first time this year and funds have already been collected to cover initial seal coating costs through their respective development contracts. Properties in Cameron Woods, Hilldee Addition, Nelsen Hills 7th Addition, Char1eswood 2nd Addition, East Farmington 6th Addition, Chateau Manor, Centennial Drive between Sunnyside Drive to Heritage Way, Centennial Circle, Akin Road/190th Street between 195th Street and Pilot Knob, 3rd Street between Elm Street and Spruce Street, Oak Street between 2nd Street and 4th Street, Spruce Street west of Denmark Avenue and the municipal pool parking lot will be assessed for their portion of the costs. Estimated Proiect Costs Assessment based on a rate of $ 136.65/unit Street Construction and Maintenance Fund (Formerly known as the Road and Bridge Fund) $ 140,608 $ 140.608 Total Estimated Project Cost $ 281,216 5 Conclusions And Recommendations The proposed improvements described in this report are feasible from an engineering standpoint and are in accordance with the City's Seal Coating Program. The project is necessary to continue the City's program for street maintenance. The feasibility of the project as a whole is subject to the City's fmancial review. The improvements proposed are cost effective based on proven methods for seal coat improvements. Based on the information contained in this report, it is recommended that: 1. The City of Farmington accept this report as a guide for the seal coating improvements in the project area and authorize the preparation of plans for the project; 2. The City participate in the Joint Powers Agreement currently being administered by the City of Burnsville to accomplish the improvements; 3. The City conduct a legal and financial review of the proposed project prior to the public hearing; 4. A Public Hearing be held as required by Minnesota Statue 429. The property owners in the project area need to be notified for hearing purposes; 5. A neighborhood meeting be scheduled with the affected property oWIiers; 6. The following tentative schedule be implemented for the project: Schedule Based on Joint Powers Aareement Accept Preliminary Report, Authorize Preparation of Plans, February 1,2010 Schedule the Public Hearing Receive Bids Through Joint Powers Agreement Week of March 1, 2010 Hold Neighborhood Meeting Week of March 8, 2010 Hold Public Hearing and Order Project March 15,2010 Start Construction July 6, 2010 Complete Construction August 31, 2010 Hold Assessment Hearing September, 2010 6 2010 SEAL COAT AREAS , , , , , , , I cn~ [T Fi'>RMII<t;TllN L_ - ----- - -- - -- - -- -- - -- - E~;[::~;;:"'-N~~; -- - -- --- - -- - -- - --- -- --- - -- -- - -- - -- r r-------- - -- - -- - ------ .~" _. ~ " ,_,. u." ."" ;<j , , , , , , , , , , , , , , :~ :~ J~ :. 0> I' 500 C!lY or L"l'([V1LLE , , , . . . f CSAH 50 rn-----m ............................J PARKING LOTS & ALLEYS 1. 2010-SWIMMING POOL 2. 2011-RAMBLlNG RIVER - PINE & ELM ST 3. 2011-CITY HALL PARKING LOT 4. 2012-ALLEY SO. OF OLD POST OFFICE 5. 2012-ALLEY SO. OF LIBRARY 6. 2012-ALLEY NO. OF VFW 7. 2013-RAMBLlNG RIVER - BALLFIELDS 8. 2013-ICE ARENA 9. 2013-FIRE STATION #1 10. 2014-ALLEY SO. OF ST. MICHAELS PLACE 11. 2015-SECOND STREET PARKING LOT 13. 2015-ALLEY NO. OF NEW HEIGHTS CHURCH 14. 2016-1ST STREET GARAGE 15. 2016-FIRE STATION #2 !l I ."...01 I uO<' I . ! ,I wE; j , , , , , , , , , , , , , , , , , , , , ~fi--- -- -- - -- ----~ :nz ~:~ _'w 0', sLL----1 rmmJ . CI<STLE:ROCKTO\ih;SliJP I I 1 ~__mmm ~ ~ : ~ ~ i I CITY OF FARMINGTON I SCALE I " , , ...___of____l-_. ____ _-4________-1 , " I , o 1000 2000 3000 FIGURE I 7 YEAR CYCLE SEAL COAT PROGRAM , , , , , , , , , , , , , , , :~ ,~ !~ :~ r CIT'!' or LMEV1LLE rmmum__m_m_ m-,7,~-;-,~;,~.;;,7,;.m-u ~ llil ~ ~~ ~: ------m-------mm1 IU~.-,,~ [: >~~;w~ rl i( ill..~ '~~1 ~ ~~..I ~ \\ -~". .....,. 'IIL~ ~~ ~ ~.'Jl ~~I \~!i~ ~<, ...A -~~~>~'> ,.\ ~:rL~Jo 1~ ~~w) ~l~\> ''''''~i !" ,. . \?1 ~m'~ ~...~, ~~ / ~f g -~". ~\It'~ "n."," ~ ~ ,~ ~: E3B~! ~~~l ~.~ ~~ ~o~~\\~! ~ "'l'---"- u,=,''J> ~'""'t'5l~ ~ ~/ -'-" -~ ~()M ~~Pr ';7fJ.)r":'\ 6" ~~~ 'n______ "~%!\!j ~jat .~\) it ~.':::, ~~ ~ ;<-~ - n;~' 'Ii..~.~ "~0lJ."" i ... ; i~'~; '"'.. "-:'\\ '.11. · ~ ' . l' .!{ ~ .~!/ '= ~~'~! .~. ~ 'fi~ .... "i ff:;;~JY,) _nn ~ .".':~ C\i~ ~~~ . ~, :U' ,< A ~~~> ~. rE~~ ~ \ j · '. ... i. b ~~ \ ~! t ".....~ ~ ~'o '\ · ~~\<. ; ~)) \~ ~ii : :~ \ ~ '- ~ r:~4, T______m' . h; . "" } : , ~i "I IJ1\ I I,' : ~ "- l1 (\' IJ - i mn \ /i~1I ".ljJ1~1~ h II INDEX r------------ ............................J AREA 3 _ AREA 4 _ AREA 5 _ AREA 6 _ AREA 7 _ AREA 1 _ AREA 2 _ 2010 2011 2012 2013 2014 2015 2016 PARKING LOTS & ALLEYS r~ ____...J 1. 201O-SWIMMING POOL 2. 2011-RAMBLlNG RIVER - PINE & ELM ST 3. 2011-CITY HALL PARKING LOT 4. 2012-ALLEY SO. OF OLD POST OFFICE 5. 2012-ALLEY SO. OF LIBRARY 6. 2012-ALLEY NO. OF VFW 7. 2013-RAMBLlNG RIVER - BALLFIELDS 8. 2013-ICE ARENA 9. 2013-FIRE STATION #1 10. 2014-ALLEY SO. OF ST. MICHAELS PLACE 11. 2D15-SECOND STREET PARKING LOT 13. 2D15-ALLEY NO. OF NEW HEIGHTS CHURCH 14. 2016-1ST STREET GARAGE 15. 2D16-F1RE STATION #2 CSAH 50 o I I ::'~ ~ ! ! ! ! i ""T'" j '-J1~bdI (I IL ../'.:- ~ /1 lOR ;l ! 5i-..,,1 ! "". II. 7r= i~ _u_ u (_, i ~ .~ ri~!~ ,." ~ fm-_J ~L-.jL ~\ ~-~ \ri~.~ ~;' ! , I ..... - , , , , : ,.J __rm,.- _ ~:t~ .X.-,: l __m :.:;;;.......:; :::~ r --::~ ; r~-----i . ;:;:;rpp; , DD JOD I FOO- jdd jf~--u---m--m l [:J[J j ww ~i~ . " ~!:lCJ ] DO S~----ml 'lr' - S. f i------" i Ij~ I I : IH:5C II ~I CASTLE ~OCK TCl'JIOSH!P ,~~ ~-1:: ~.l ::"'C~ II~L~ ~n)] ?~! 01 1 - 'r9md] fFL_~i~ .~" _. ~ M ,_~ "...."" ./ cln or r"'RIo1I~TD," ---- ---- -- - -- --. -- - -- - E7..R~:: ~;"'-,,~~; -- - - - -- - - -- - -- ---- ----------- -- ---I r Z20TH STREE:l 'JEST -- - - ~ (; ~ WF":::' B ~~ ~ ,E3" ,=1 . ,,,.,, , Ij -' 1'1!""." I '''j' , II I[ I ~~ I. ~. . , ~ ~ 1I1d ir1 :;::-""....,J~'.I w: ~" LUl ~: ;' : /- ',~ j 1 ~ ~__nmm_~ ~ > > C o . : ~ q SCALE I CITY OF FARMINGTON I 500 . . I , , ,.. ---of----t----- -- --1---------1 , " I , o 1000 2000 3000 FIGURE 2 Attachment A Streets Cameron Woods Euclid Street Hilldee Addition Lower 182nd Street (E) Lower 182nd Street (W) Upper 182nd Street Fa~ade Avenue Exley Avenue Euclid Street Euclid Avenue Nelsen Hills 7th Addition 188th Street West Exclusive Path 189th Street Excalibur Trail Akin Road/19dh Street Charleswood 2nd Addition Evensong Avenue Everhill Avenue Everest Path Exchange Trail Executive Path Evergreen Trail Parkview Ponds Embers Avenue Dover Drive Dover Court 198th Street 198th Circle Mattson Farms Akin Court Location North phase line to south phase line Pilot Knob to west end of cul-de-sac Fa~ade Avenue to Upper 182nd Street Fa~ade Avenue to Pilot Knob All Upper 182nd Street to south phase line Upper 182nd Street to south phase line Lower 182nd Street to Upper 182nd Street East phase line to west phase line East phase line to 188th Street West East phase line to west phase line East phase line to 189th Street West 195th Street to Pilot Knob North phase line to south phase line West phase line to Everest Path North phase line to Evensong Avenue North phase line to Everhill Avenue Everhill Avenue to south phase line Everhill Avenue to south phase line 195th Street to Diamond Path North phase to south phase line All Embers Avenue to Diamond Path All All 7 Streets Swanson Acres Akin Circle Original Down Town 3rd Street Oak Street Vermillion River Crossing Spruce Street Hometown Addition Catalina Way Cannon Road Capri Street Carver Street Chateau Manor/Sunnyside Addition Park Drive Fairview Circle Fairview Lane Heritage Way Lower Heritage Way 6th Street Centennial Circle Centennial Drive East Farmington 6th Addition 12th Street 13th Street 14th Street Locust Street Larch Street Farmington Business Park Canton Court Canton Circle Location All Elm Street to Spruce Street 2nd Street to 4th Street West phase line to Denmark Avenue All All All All All All Heritage Way to Park Drive All All Heritage Way to south phase line of Chateau Manor 2nd All Sunnyside Drive to Heritage way Walnut Street to Larch Street Walnut Street to Larch Street Walnut Street to Larch Street West phase line to 14th Street West phase line to 14th Street All All 8 Streets Executive Estates Location Carver Lane Cambrian way 223rd Street 224 th Street Carina Court Cantrel Way Canova Court Calico Court Calhoun Court 224th Street west to north phase line All Cambrian Way to west phase line All All All All All All Miscellaneous Municipal Pool Parking Lot All 9 RESOLUTION NO. R8-10 ACCEPTING FEASIBILITY REPORT, CALLING FOR A PUBLIC HEARING AND AUTHORIZING PREPARATION OF PLANS PROJECT 10-01,2010 SEAL COAT PROJECT Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Farmington, Minnesota was held in the Council Chambers of said City on the 15t day of February 2010 at 7:00 p.m. Members present: Members absent: Larson, Fogarty, May, Wilson Donnelly Member Wilson introduced and Member Fogarty seconded the following resolution: WHEREAS, pursuant to the City Council's adoption of the 2009-2013 Capital Improvement Plan on December 15, 2008, the City Engineer has prepared a preliminary report with reference to the following improvements: Proi. No. 1 0-0 1 Description Seal Coating Location various - see Attachment A : and, WHEREAS, this report was accepted by the City Council on February 1,2010: and, WHEREAS, the report provides information regarding whether the proposed project IS necessary, cost effective, and feasible. NOW, THEREFORE, BE IT RESOLVED by the City Council of Farmington, Minnesota that: 1. The Council will consider the improvement of such streets in accordance with the report and the assessment of abutting property for all or portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total construction cost of improvements of approximately $281,216.00. 2. A public hearing shall be held on such proposed improvements on the 15th day of March, 2010, in the Council Chambers at Farmington City Hall at 7:00 PM and the clerk shall give mailed and published notice of such hearing and improvements as required by law. 3. Kevin A. Schorzman is hereby designated as the engineer for this improvement. He shall prepare maps and estimated quantities or other plans necessary for the making of such improvement consistent with the terms and conditions of the multi-jurisdictional joint powers agreement for 2010-2011 Traffic Markings, Street Sweeping, Crack Sealing, Screening & Seal Coating, on file at City Hall. This resolution adopted by recorded vote of the Farmington City Council in open session on the 1st day of February, 2010. SEAL ~ Attested to the 3 day of February, 2010. Attachment A Streets Cameron Woods Euclid Street Hilldee Addition Lower 182nd Street (E) Lower 182nd Street (W) Upper 182nd Street Fayade Avenue Exley Avenue Euclid Street Euclid Avenue Nelsen Hills ih Addition 188th Street West Exclusive Path 189th Street Excalibur Trail Akin Road/190th Street Charleswood 2nd Addition Evensong A venue Everhill Avenue Everest Path Exchange Trail Executive Path Evergreen Trail Parkview Ponds Embers Avenue Dover Drive Dover Court 198th Street 198th Circle Mattson Farms Akin Court Location North phase line to south phase line Pilot Knob to west end of cul-de-sac Fayade Avenue to Upper 182nd Street Fa9ade Avenue to Pilot Knob All Upper 182nd Street to south phase line Upper 182nd Street to south phase line Lower 182nd Street to Upper 182nd Street East phase line to west phase line East phase line to 188th Street West East phase line to west phase line East phase line to 189th Street West 19Sth Street to Pilot Knob North phase line to south phase line West phase line to Everest Path North phase line to Evensong A venue North phase line to Everhill A venue Everhill A venue to south phase line Everhill A venue to south phase line 19Sth Street to Diamond Path North phase to south phase line All Embers A venue to Diamond Path All All Streets Swanson Acres Akin Circle Original Down Town 3 rd Street Oak Street Vermillion River Crossing Spruce Street Hometown Addition Catalina Way Cannon Road Capri Street Carver Street Chateau Manor/Sunnyside Addition Park Drive Fairview Circle Fairview Lane Heritage Way Lower Heritage Way 6th Street Centennial Circle Centennial Drive East Farmington 6th Addition 1 ih Street 13th Street 14th Street Locust Street Larch Street Farmington Business Park Canton Court Canton Circle Executive Estates Location All Elm Street to Spruce Street 2nd Street to 4th Street West phase line to Denmark Avenue All All All All All All Heritage Way to Park Drive All All Heritage Way to south phase line of Chateau Manor 2nd All Sunnyside Drive to Heritage way Walnut Street to Larch Street Walnut Street to Larch Street Walnut Street to Larch Street West phase line to 14th Street West phase line to 14th Street All All Streets Carver Lane Cambrian way 223rd Street 224th Street Carina Court Cantrel Way Canova Court Calico Court Calhoun Court Miscellaneous Municipal Pool Parking Lot Location 224th Street west to north phase line All Cambrian Way to west phase line All All All All All All All /d6 City .of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 . Fax 651.280.6899 www.ci.fannington.mn.us Mayor, Councilmembers, City Administrato(j Kevin Schorzman, P .E., City Engineer TO: FROM: SUBJECT: Adopt Resolution - 2010 Joint Powers Agreement for Street Contracting Services DATE: February 1,2010 INTRODUCTION For the last six years, the Council has authorized the City to complete the annual seal coat and crack sealing improvements through a Joint Powers Agreement administered by the City of Burnsville. Others included in the Joint Powers Agreement include Apple Valley, Eagan, Elko., New Market Lakeville, Rosemount, Savage, Prior Lake, Shakopee, West Saint Paul and South Saint Paul. DISCUSSION The City of Burnsville will submit the Joint Powers Agreement at their February 2, 2010, Council meeting (See attached Joint Powers Agreement). The City attorney has reviewed this agreement. BUDGET IMPACT The total estimated project cost for the 2010 Seal Coat project is $281,216.00. The crack sealing is a part of the City's annual street maintenance budget. ACTION REQUESTED Adopt the attached resolution authorizing the City to enter into the Joint Powers Agreement administered by the City of Burnsville for the seal coat and crack sealing improvements for 2010. Respectfully submitte<;l, ~~ Kevin Schorzman, P .E. City Engineer cc: file .~~. RESOLUTION NO. R9-10 JOINT POWERS AGREEMENT PROJECT 10-01,2010 SEAL COAT PROJECT Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Farmington, Minnesota was held in the Council Chambers of said City on the 1st day of February 2010 at 7:00 p.m. Members present: Members absent: Larson, Fogarty, May, Wilson Donnelly Member Fogarty introduced and Member May seconded the following resolution: WHEREAS, a resolution of the City Council adopted the 1st day of February authorized the City to complete the 2010 Seal Coat and crack sealing improvements as part of the Joint Powers Agreement administered by the City of Bumsville; and, WHEREAS, said Joint Powers Agreement will be submitted to the City Council of Bumsville on February 2, 2010. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Farmington, Minnesota, 1. That the 2010 Seal Coat and crack sealing improvements will be completed as part of the Joint Powers Agreement administered by the City of Bumsville. 2. The Mayor and the City Administrator are hereby authorized to execute the Joint Powers Agreement with the City of Burnsville. This resolution adopted by recorded vote of the Farmington City Council in open session on the 1st day of February 2010. SEAL ~ Attested to the J day of February, 2010. JOINT POWERS AGREEMENT 2010-2011 TRAFFIC MARKINGS, STREET SWEEPING CRACK SEALING, SCREENING & SEAL COATING BURNSVILLE, APPLE VALLEY, EAGAN, ELKqNEW MARKET, FARMINGTON, LAKEVILLE, PRIOR LAKE, ROSEMOUNT, SAVAGE, SHAKOPEE, SOUTH ST. PAUL, AND WEST ST. PAUL AGREEMENT made this 2nd day of February, 2010, by and between the cities ofBurnsville, Apple Valley, Eagan, Elko New Market, Farmington, Lakeville, Prior Lake, Rosemount, Savage, Shakopee, South S1. Paul, and West S1. Paul. RECITALS This agreement is made pursuant to the authority conferred upon the parties pursuant to Minnesota Statutes 471.59. The purpose of this agreement is to provide street maintenance materials and service for the cities ofBurnsville, Apple Valley, Eagan, Elko New Market, Farmington, Lakeville, Prior Lake, Rosemount, Savage, Shakopee, South S1. Pau~ and West St. Paul utilizing one common contractor for each service. NOW, THEREFORE, the parties agree as follows: 1. Subject to the other provisions of this agreement, Bumsville shall prepare any plans, specifications, bid proposals and advertise for bids for the placement of street traffic markings, street sweeping, cracksealing, screening and sealcoating services. 2. Apple Valley, Eagan, Elko New Market, Farmington, Lakeville, Prior Lake, Rosemount, Savage, Shakopee, South S1. Paul, and West S1. Paul shall provide to Bumsville the estimated quantities for these services in each respective city, and shall also approve the bid documents. 3. Burnsville shall tabulate the bids upon their receipt and make a recommendation of award to Apple Valley, Eagan, Elko New Market, Farmington, Lakeville, Prior Lake, Rosemount, Savage, Shakopee, South S1. Paul, and West S1. Paul and upon their approval, award the contract pursuant to State Law. Joint Powers Agreement Page 2 4. Each city shall be responsible for: . Preparing maps showing the proposed locations for these services including estimating the quantities. . Preparing the streets for markings in accordance with the specifications and coordinating with the contractor as to the timing of the actual work. . Inspecting the contractor's work, measuring the quantities of work performed, approving and certifying the progress or final payments to the. contractor. . Pay a percentage of actual construction cost to City ofBumsville for legal and administrative cost on a sliding scale basis as follows: $0 - $50,000 - 1.5% $50,000 - $100,000 -1% Over $100,000 - 0.5% 5. In accordance with the specifications, the contractor will submit an itemized invoice to each city separately for the work performed in each city. Upon approval of the invoice by the respective city, that city will remit the approved invoice amount directly to the contractor. 6. It is agreed that the cities of Apple Valley, Eagan, Elko New Market, Farmington, Lakeville, Prior Lake, Rosemount, Savage, Shakopee, South St. Paul, and West St. Paul each of them, indemnify, save, and hold harmless the City ofBurnsville and all ofits agents and employees from any and all claims, demands, actions, or causes of action, for whatever nature, arising out of the contracting procedure by reason of the execution or performance of the work purchased for each respective city under this agreement, and that the cities of Apple Valley, Eagan, Elko New Market, Farmington, Lakeville, Prior Lake, Rosemount, Savage, Shakopee, South St. Paul, and West St. Paul further agree to defend, at their sole cost and expense, any actions or proceedings commenced against their respective cities for the purposes of asserting any claim of whatsoever Joint Powers Agreement Page 3 character arising hereunder. The participating cities agree that liability under this Agreement is controlled by Minnesota Statute 471.59, subdivision la and that the total liability for the participating cities shall not exceed the limits on governmental liability for a single unit of government as specified in 466.04, subdivision 1. 7. This agreement can be terminated on the part of any individual city by giving sixty (60) days notice to the other cities; otherwise the agreement will automatically terminate on March 15, 2011. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the date indicated below. CITY OF BURNSVILLE BY: Mayor Elizabeth B. Kautz DATE: BY: City Manager Craig L. Ebeling CITY OF APPLE VALLEY BY: Mayor Mary Hamann-Roland DATE: BY: Clerk Pam Gackstetter CITY OF EAGAN BY: Mayor Mike Maguire DATE: BY: Clerk Maria Petersen CITY OF ELKO NEW MARKET BY: Mayor Jason Ponsonby DATE: BY: Clerk Patricia Nutt Joint Powers Agreement Page 4 CITY OF FARMINGTON BY: Mayor Todd Larson DATE: BY: City Administrator Peter Herlofsky CITY OF LAKEVILLE BY: Mayor Holly Dahl DATE: BY: Clerk Charlene Friedges CITY OF PRIOR LAKE BY: Mayor Mike Myser DATE: BY: City Manager Frank Boyles CITY OF ROSEMOUNT BY: Mayor William H. Droste DATE: BY: Clerk Amy Domeier CITY OF SA V AGE BY: Mayor Janet Williams DATE: BY: City Administrator Barry Stock CITY OF SHAKOPEE BY: Mayor John J. Schmitt DATE: BY: Clerk Judy Cox BY: City Administrator Mark McNeill Joint Powers Agreement Page 5 CITY OF SOUTH ST. PAUL BY: Beth A. Baumann BY: Christy M. Wilcox CITY OF WEST ST. PAUL BY: John A. Zanmiller BY: John W. Remkus Mayor Clerk Mayor City Manager DATE: DATE: