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City Council Agenda Packet 04-14-2014AGENDA REGULAR MEETING – MONTICELLO CITY COUNCIL Monday, April 14, 2014 – 7 p.m. Mississippi Room, Monticello Community Center Mayor: Clint Herbst Council Members: Lloyd Hilgart, Tom Perrault, Glen Posusta, Brian Stumpf 1. Call to Order and Pledge of Allegiance 2A. Approval of Minutes – March 24, 2014 Special Meeting (lease) 2B. Approval of Minutes – March 24, 2014 Special Meeting (FYA) 2C. Approval of Minutes – March 24, 2014 Regular Meeting 3. Consideration of adding items to the agenda 4. Citizen comments, public service announcements, and updates A. Citizen Comments: B. Public Service Announcements: 1) Tree Order Pickup (4/23-4/25) 2) Monticello Recycling Day (5/3) 3) Friends of Bertram Clean Up (5/3) 4) Leaf Pickup Day (5/10) C. Updates: 1) I-94 Reconstruction Project (WSB) 5. Consent Agenda: A. Consideration of approving payment of bills for April 14th B. Consideration of approving new hires and departures for City departments C. Consideration of approving a Special Event Permit allowing use of city streets and related assistance in conjunction with the Memorial Day parade on May 26, 2014. Applicant: Monticello American Legion D. Consideration of accepting quotes and authorizing purchase of a Bandit Brush chipper by the Parks Department E. Consideration of amending the City’s tobacco policy to treat e-cigarettes the same as other tobacco products F. Consideration of approving a Special Event Permit allowing use of the city commuter lot and related assistance in conjunction with Monticello Recycling Day on May 3, 2014. Applicant: Jason Warhime/Metro Appliance Recycling G. Consideration of adopting Resolution #2014-032 accepting work and approving final payment to WH Services for the West 7th Street Lighting Improvements, City Project No. 12C002-LLIGHT H. Consideration of adopting Resolution #2014-037 approving Final Plat and Developer’s Agreement for Pine View 2nd Addition. Applicant: Kjellberg, Kent I. Consideration of adopting Resolution #2014-038 approving an amendment to Conditional Use Permit for Planned Unit Development for Union Crossings 6th Addition and approving the Final Plat and Development Agreement for Union Crossings 6th Addition. Applicant: Ryan Companies (Marshall’s) J. Consideration of approving a Conditional Use Permit for a K-12 School in an R-1 (Single Family Residence) District. Applicant: Holy Spirit Academy/St. Henry’s Church 6. Consideration of items removed from the consent agenda for discussion 7. Regular Agenda: A. Consideration of approving specifications and authorizing advertisement for bids for replacement of a fire tender truck for the Monticello Fire Department B. Consideration of approving the use of a portion of the former biosolids property for the Bertram Chain of Lakes Athletic Complex C. Consideration of authorizing negotiation of terms of sale of City-owned property at Otter Creek Business Park to Xcel Energy 8. Added items 9. Adjournment City Council Special Meeting Minutes – March 24, 2014 Page 1 MINUTES SPECIAL MEETING – MONTICELLO CITY COUNCIL Monday, March 24, 2014 – 5:00 p.m. Mississippi Room, Monticello Community Center Present: Clint Herbst, Tom Perrault, Glen Posusta Absent: Lloyd Hilgart, Brian Stumpf Others: Wayne Oberg, Angela Schumann, Kitty Baltos, Tom Pawelk, Soccer Club President Tony Rowan 1. Call to Order Mayor Herbst called the special meeting to order at 5:02 p.m. 2. Purpose of Meeting: Discussion of proposed lease for use of the old bowling alley at 101 Chelsea Road Clint Herbst introduced the purpose of the meeting and asked Angela Schumann to lead the discussion. Angela Schumann introduced Tony Rowan, president of the Youth Soccer Club. Angela Schumann commented that city staff has held a number of meetings with the Soccer Club and they are very close to a final lease document to present to the City Council for consideration. However, there are several questions remaining to be answered and staff would like input from Council. Materials for discussion include a copy of the draft lease, a diagram of the building, preliminary improvement cost estimates, and a remediation report. Angela Schumann touched on some of the terms of the lease including a length of ten years, process for remediation of hazardous materials (asbestos and mold), portion of the building that would be leased, amortization of leasehold improvements over five years if lease were terminated by the City, and allowances for future improvements. Tom Perrault suggested that the agreement clearly spell out the repayment responsibility for improvements. Angela Schumann discussed maintenance and operation costs, which would be paid by the soccer club. There is a section in the lease on maintenance and repairs which outlines the responsibilities of the soccer club and the City. In the section on subletting of the lease, the city would retain the right to use the areas previously used as a restaurant and bar. The lease provisions further require that the soccer club may allow other organizations and clubs to use their space for no more than two weeks at a time. Any regular use would require the soccer club to come back to the city and work out the terms. Kitty Baltos talked about potential ways that the Monticello Community Center could possibly use the restaurant and bar area. She has looked at such things as a youth gymnastics studio and cross fit studio and they are open to other ideas for potential uses. City Council Special Meeting Minutes – March 24, 2014 Page 2 Angela Schumann reviewed the questions related to abatement of hazardous materials in the building. The soccer club has taken care of the inspection of the building and the report identifies the areas in the building where remediation is required. Angela noted that there is asbestos in the building which must be remediated and/or removed by a licensed professional. The mold in the building also needs to be remediated. Three options for this remediation were developed, based on staff’s discussion with the club. One of the options was to hire professional services to remove the mold in the entire building, which is what was recommended by the club’s architect and environmental service. The club had indicated that it is not required to use a professional for this and the soccer association is interested in using volunteers and contractors to do this work as another option. It was looked at isolating the portion of the building to be used by the soccer association and just remediate that area. It was found that would not be possible and the entire building would need to have the mold remediated. Angela Schumann asked Tony Rowan to discuss the option proposed by the soccer association. Rowan said the soccer club had looked into a professional company to do the work but the cost would have run over $200,000, which they could not afford. In their research, they found that it takes about 30 hours of an online course to become a licensed mold professional. The soccer club has put together a plan to use volunteers from their group and contractors from the area to assist with the project. They would cover the liability in their insurance and would take care of the required gear for removal. Glen Posusta asked what they do with the items that get removed to eliminate the mold. Rowan noted that those items can be placed in bags in the garbage roll-offs. Rowan and Angela Schumann talked about the asbestos removal process. Asbestos was found in the glue holding the carpet in place. Once the carpet is removed, then tile or carpet will need to be placed to cover the glue. An asbestos contractor will be hired for all of the asbestos remediation. There are strict requirements that guide this process and reports have to be provided to the state regarding remediation efforts. Glen Posusta asked about shared use and Angela Schumann explained how that is addressed in the lease agreement. Clint Herbst stated that he is not necessarily looking for a monthly rental fee, but rather that the soccer club would be fully responsible for operations and maintenance of the old bowling alley. He suggested the term of the lease might need to be adjusted and that the soccer club should update the building as needs to be done. Basically, the city wants proof of insurance coverage and to have the taxes paid by whoever uses the building. Angela Schumann asked Clint Herbst if he would rather change the section regarding term of lease and reimbursement within five years to be accommodated by a flat term of lease clause. Clint Herbst said he would like to see this as a breakeven opportunity for the soccer club but not have it be detrimental to the taxpayers. City Council Special Meeting Minutes – March 24, 2014 Page 3 Rowan talked about some of the existing equipment such as the air handler and boiler. These are generally in usable condition. The soccer club will be utilizing members of their club that are in these trades to assist with any upkeep that might be needed. Angela Schumann asked Wayne Oberg to discuss the lease section on rent provisions. Wayne Oberg stated that this was discussed with the EDA who suggested that the rent be set up to capture all property tax liability including a portion that would be carried forward into the year following the end of the lease. Wayne Oberg talked about the property insurance and wasn’t sure if the cost would increase when improvements are made. Any increase could be built into the rental fees. Wayne Oberg calculated that the rent would run about $11,000 a year for taxes and property insurance. The soccer club would be responsible for liability insurance for their members and users. Angela Schumann noted that an arrangement had also been proposed whereby the soccer club would be paying about $1 a month for rent through the end of the year to offset their share of the costs for remediation. After that the rent would be based on the cost of property taxes and insurance. Clint Herbst stated that he would be okay with the proposal from the soccer club to do the mold remediation; however, he would want to make sure that the proper procedures are followed. Otherwise, the city should reserve the right to call in professionals to do the job. Tom Perrault was concerned whether this would create a burden on staff to manage this project. Clint Herbst asked about the timeline. Rowan commented that the soccer club would like to get started as soon as possible to get the remediation done so they can start on the improvements that need to be done so they can start using the facility in November of 2014. There was some discussion about unknown damage that might be found as the work is completed on the building. This may generate further changes in the lease agreement if it’s found that additional remediation or improvements need to be made. It was noted that inspections done from a prior hailstorm showed that damage was limited to some dents in the roof but no structural damage. A contingency plan should not be needed unless additional unexpected hazardous materials are found. One condition for occupancy will be an air quality test to be completed after remediation is completed. Glen Posusta asked if this use would generate other requirements such as landscaping. Rowan commented that they plan to paint the outside of the building in a neutral color and do some exterior landscaping at the front of the building. Tom Perrault asked if the soccer club is responsible for mowing, snow removal and other grounds maintenance and that was confirmed by Angela Schumann. Angela Schumann also noted that the soccer club will also be responsible for all utilities and interior maintenance as long as they are the sole user of the building. It was noted that, if the City or another group used a portion of the building, there is a provision to address any potential sharing of those expenses. City Council Special Meeting Minutes – March 24, 2014 Page 4 3. Adjournment TOM PERRAULT MOVED TO ADJOURN THE SPECIAL MEETING AT 5:52 P.M. GLEN POSUSTA SECONDED THE MOTION. MOTION CARRIED 3-0 (WITH HILGART AND STUMPF ABSENT). Recorder: Catherine M. Shuman ____ Approved: Attest: _______________________ City Administrator City Council Special Meeting Minutes – March 24, 2014 Page 1 MINUTES SPECIAL MEETING – MONTICELLO CITY COUNCIL Monday, March 24, 2014 – 6:00 p.m. Mississippi Room, Monticello Community Center Present: Clint Herbst, Tom Perrault, Glen Posusta Absent: Lloyd Hilgart, Brian Stumpf Others: WSB representatives Chuck Rickart and Shibani Bisson, Jeff O’Neill 1. Call to Order Mayor Herbst called the special meeting to order at 6 p.m. 2. Purpose of Meeting: Update on flashing yellow arrows on signal lights Clint Herbst introduced the purpose of the meeting and turned it over to Shibani Bisson from WSB. Shibani Bisson provided handouts with information about flashing yellow arrows, maps of the City’s signal system configurations, and a spreadsheet showing an estimated cost breakdown and potential funding split for upgrading all signals in the City with flashing yellow arrows. Shibani Bisson noted the spreadsheet also includes crash data and data on the number of crashes that potentially could be corrected with implementation of the flashing yellow arrow. This is an important criteria for the County in determining whether they will participate in funding a project. 3. Consideration of installing flashing yellow arrows on existing signal lights Chuck Rickart of WSB talked about the signals and how they work. The lights consist of a variety of options with solid and flashing arrows. The signals can be programmed for the best alternatives for a specific intersection. Cameras provide the initiation of signal changes for the arrows based on the how the programming is set. Chuck Rickart commented on the safety advantages for using flashing yellow arrows. Chuck Rickart stated that MnDOT uses the flashing yellow arrows on all new signals or major reconstruction of roadways where there are existing signals. The major expense is the upgrade of the signal cabinets, which could cost up to $30,000 for a new cabinet. For all of the signal updates listed on the spreadsheet, the total cost to the City is estimated at $257,663. Clint Herbst asked how the flashing yellow arrows would work at Hwy 25 and River Street. Chuck Rickart confirmed it would flash yellow all the time from 4 to 7 p.m. and would not turn red for left turns onto River Street. Clint Herbst wondered if it might be better to just let it stay the way it is considering the cost. Chuck Rickart reviewed the various intersections listed on the spreadsheet and potential costs on upgrading each of those signals. He noted that the costs are split City Council Special Meeting Minutes – March 24, 2014 Page 2 based on who has jurisdiction on each leg of the intersection. Chuck Rickart pointed out the highest crash rate is at Hwy 25 and 7th Street, most likely due to the unrestricted left turn on green. Clint Herbst asked about planned improvements in the near future at that location. Chuck Rickart agreed that the City could make the signal improvements at the same time as the rest of the intersection improvements. This is also a consideration for the signals at Chelsea Road and School Boulevard, to include upgrades with the expansion of TH 25 in 2015. Chuck Rickart gave the example of the signal upgrades in Albertville where there has been a benefit in reducing the crashes at those intersections. Wright County funded these since they were deemed safety improvements. Glen Posusta indicated that adding flashing yellow arrows might be a means of reducing some of the traffic congestion in Monticello and reduce the complaints in that regard. He suggested, with the I-94 project, traffic will be diverted onto city streets, which may be a reason to look at some signal upgrades. Shibani Bisson stated that MnDOT seems willing to pay their share with any signal upgrades at intersections on state roads. Wright County is hesitant to participate in cost sharing unless the city can justify the cost based on safety improvements and if they have budget available. They do not have a formal policy on funding or implementing flashing yellow arrows. Clint Herbst said the city should be ready to make requests for signal improvements if the I-94 project results in severe traffic congestion that could be remediated with flashing yellow arrows. He suggested that Council should pick out the intersections of main concern and earmark them for city staff to watch. In the event a change has to be made, the city should be ready to fund such improvements. Council members earmarked the following five intersections as the ones with the highest priority at this time for signal improvements. The estimated cost to the City for these five would total $111,825. It is not known whether the County would agree to participate at this time in the cost-sharing for the signals at Broadway and Highway 25, with their share at $36,300.  School Boulevard at State Highway 25  Chelsea Road at State Highway 25  Oakwood Drive at State Highway 25  7th Street at State Highway 25  Broadway at State Highway 25 (Chuck Rickart noted that there is a chance that the State may choose to wait on this until the CSAH 75/Highway 25 Intersection Improvement Project.) GLEN POSUSTA MOVED TO DIRECT WSB TO SUBMIT A REQUEST TO MNDOT FOR CONSIDERATION OF INSTALLING SIGNAL UPGRADES AT THE FIVE LISTED INTERSECTIONS WITH THE COST TO BE FRONTED BY City Council Special Meeting Minutes – March 24, 2014 Page 3 THE CITY, AS NEEDED, WITH REIMBURSEMENT FROM THE STATE FOR THEIR SHARE. TOM PERRAULT SECONDED THE MOTION. MOTION CARRIED 3-0 (WITH HILGART AND STUMPF ABSENT). Shibani Bisson mentioned that they would also request MnDOT to include battery backups as an option at the same time as they implement signal upgrades. 4. Adjournment TOM PERRAULT MOVED TO ADJOURN THE SPECIAL MEETING AT 6:31 P.M. GLEN POSUSTA SECONDED THE MOTION. MOTION CARRIED 3-0 (WITH HILGART AND STUMPF ABSENT). Recorder: Catherine M. Shuman ____ Approved: Attest: __________________________ City Administrator City Council Minutes – March 24, 2014 Page 1 MINUTES REGULAR MEETING – MONTICELLO CITY COUNCIL Monday, March 24, 2014 – 7 p.m. Mississippi Room, Monticello Community Center Present: Clint Herbst, Tom Perrault, Glen Posusta, Brian Stumpf Absent: Lloyd Hilgart 1. Call to Order and Pledge of Allegiance Mayor Herbst called the meeting to order at 7 p.m. and declared a quorum present. The Pledge of Allegiance was recited. 2A. Approval of Minutes – March 10, 2014 Special Meeting BRIAN STUMPF MOVED TO ACCEPT THE MARCH 10, 2014 SPECIAL MEETING MINUTES AS PRESENTED. TOM PERRAULT SECONDED THE MOTION. MOTION CARRIED 4-0. 2B. Approval of Minutes – March 10, 2014 Regular Meeting TOM PERRAULT MOVED TO ACCEPT THE MARCH 10, 2014 REGULAR MEETING MINUTES AS CORRECTED. BRIAN STUMPF SECONDED THE MOTION. MOTION CARRIED 4-0. 3. Consideration of adding items to the agenda  Proclamation for “Dr. Donald Maus Day” on April 8th – Mayor Clint Herbst read a proclamation for Dr. Maus and proclaimed April 8th as “Dr. Donald Maus Day” in Monticello. Mary Ellen Wells, Administrator of CentraCare Health – Monticello, said a few words in recognition of those, such as Dr. Donald Maus, that have contributed so much to the community. She also introduced Shelly Johnson, Chair of the Hospital Board, who noted that Dr. Maus was born and raised in Monticello and spent his entire 50-year career in Monticello. On Tuesday, April 8th, there will be a special ceremony at 5:30 pm during an open house at the Community Center from 4 to 7 p.m.  Clint Herbst asked for a moment of silence for Chuck Fradella, member of the Police Advisory Commission, who passed away on March 15th.  Glass windows in hallway (Glen Posusta) 4. Citizen comments, public service announcements, and updates A. Citizen Comments: None City Council Minutes – March 24, 2014 Page 2 B. Public Service Announcements: 1) Breakfast with the Bunny (4/12) – Angela Schumann reported on this upcoming event to be held at the Monticello Community Center. Swan River Montessori Charter School PTO is sponsoring the breakfast to benefit the Monticello Middle School arts and music programs. Breakfast with the Bunny includes breakfast, pictures with the bunny, crafts, tattoos, coloring and silent auction. Tickets are available at the Community Center. 2) Tree City USA – Tom Pawelk announced that the city was awarded Tree City USA recognition by the National Arbor Day Foundation. The banner will be displayed in the community center. C. Updates: 1) TIF District 1-22 Status - Tammy Omdahl of Northland Strategies gave a presentation to Council on the Mangement Plan of District 1-22 which is known as the downtown district. No action is required at this time, but there are points of interest to be aware of. In the near future, TIF 1-22 will be generating excess tax increment of which $600,000 will be returned to the County. The city will receive back about 40% of this and the remainder will go to the other taxing districts (school district and county). The reason for this is that tax increment generated can only be spent on a small portion of the parcels in this district. The excess has to be returned to the taxing districts by law. 5. Consent Agenda: A. Consideration of approving payment of bills for March 24th. Recommendation: Approve the bill and purchase card registers for a total amount of $757,403.20. B. Consideration of approving new hires and departures for City departments. Recommendation: Ratify terminations for Finance department. C. Consideration of waiving statutory liability limits for City insurance renewals. Recommendation: Deny waiving the monetary limits on tort liability established by Minnesota Statute 466.04 and discontinue excess liability coverage after settlement of the telecommunication bonds. D. Consideration of approving a name change for Embracing Downtown Land Acquisition Committee, appointing Council liaisons, and setting regular meeting schedule. Recommendation: Revise the name of the land acquisition committee to “EDA/City Council Land Sale & Acquisition Committee,” appoint Councilmembers Herbst and Hilgart as liaisons, and set a regular monthly meeting date as the second Wednesday of each month at 3 p.m. City Council Minutes – March 24, 2014 Page 3 E. Consideration of approving a job description for a Special Projects Manager position for Public Works. THIS ITEM WAS REMOVED FROM THE CONSENT AGENDA. F. Consideration of adopting Ordinance #591 amending Monticello Zoning Code Section 5.2 – Use Table, Section 5.3 – Use Standards, and Section 8.4 - Definitions to allow temporary public infrastructure construction facilities by Interim Use Permit and approve an Interim Use Permit for temporary public infrastructure construction facilities. Applicant: Shafer Contracting Co, Inc. THIS ITEM WAS REMOVED FROM THE CONSENT AGENDA. G. Consideration of approving a license agreement for a temporary road through Outlot A of Country Club Manor. Applicant: Shafer Contracting Co., Inc. THIS ITEM WAS REMOVED FROM THE CONSENT AGENDA. H. Consideration of purchasing services for FiberNet billing software usage, data processing, and supplies from Source One Solutions. THIS ITEM WAS REMOVED FROM THE CONSENT AGENDA. I. Consideration of authorizing installation of “Beyond The Yellow Ribbon” community signs by Wright County and MN Department of Transportation at a cost not to exceed $475. Recommendation: Approve the installation of “Beyond the Yellow Ribbon” community signs to be placed by Wright County and MnDOT at city entrances in an amount not to exceed $475. J. Consideration of approving Trailblazer Transit as a public transit provider option for the City of Monticello effective July 1, 2014 and authorizing city participation in a county transit implementation team. THIS ITEM WAS REMOVED FROM THE CONSENT AGENDA. K. Consideration of adopting Resolution #2014-030 approving plans and specifications, authorizing advertisement for bids, calling for Improvement and Assessment hearings, and ordering preparation of assessment roll for Hillside Farms 3rd & 4th Additions Public Improvements, City Project No. 12C008. Recommendation: Adopt Resolution #2014-030 approving plans and specifications, authorizing advertisement for bids, calling for Improvement and Assessment hearings, and ordering preparation of an assessment roll for Hillside Farms 3rd and 4th Additions Public Improvements, City Project No. 12C008. L. Consideration of approving contracts for FiberNet management and network services through December 31, 2014. THIS ITEM WAS REMOVED FROM THE CONSENT AGENDA. GLEN POSUSTA MOVED TO APPROVE THE CONSENT AGENDA WITH THE REMOVAL OF ITEMS E, F, G, H, J, AND L. TOM PERRAULT SECONDED THE MOTION. MOTION CARRIED 4-0. City Council Minutes – March 24, 2014 Page 4 6. Consideration of items removed from the consent agenda for discussion 5E. Consideration of approving a job description for a Special Projects Manager position for Public Works Tom Perrault removed this item because he wanted to know more about the tasks that generate a higher pointed position. Tracy Ergen explained that this person would be more involved in projects which scores higher points in planning and knowledge. The position has not been advertised yet. TOM PERRAULT MOVED TO APPROVE A JOB DESCRIPTION FOR A SPECIAL PROJECTS MANAGER POSITION FOR PUBLIC WORKS. GLEN POSUSTA SECONDED THE MOTION. MOTION CARRIED 4-0. 5F. Consideration of adopting Ordinance #591 amending Monticello Zoning Code Section 5.2 – Use Table, Section 5.3 – Use Standards, and Section 8.4 - Definitions to allow temporary public infrastructure construction facilities by Interim Use Permit and approve an Interim Use Permit for temporary public infrastructure construction facilities. Applicant: Shafer Contracting Co, Inc. Tom Perrault questioned if this was strictly a concrete batch plant and that there would be no asphalt or other materials handled here. He was wondering what other potential sites could be affected in the future. Angela Schumann explained this was strictly a concrete batch plant and pointed out that each application would have to be addressed individually by the Council before an IUP would be granted. GLEN POSUSTA MOVED TO ADOPT ORDINANCE NO. 591 AMENDING MONTICELLO ZONING CODE SECTION 5.2 – USE TABLE, SECTION 5.3 – USE STANDARDS, AND SECTION 8.4 – DEFINITIONS, TO ALLOW TEMPORARY PUBLIC INFRASTRUCTURE CONSTRUCTION FACILITIES BY INTERIM USE PERMIT, AND APPROVE AN INTERIM USE PERMIT FOR TEMPORARY PUBLIC INFRASTRUCTURE CONSTRUCTION FACILITIES ON THE PROPERTY IDENTIFIED, BASED ON FINDINGS IN PLANNING COMMISSION RESOLUTION #2014-020 AND CONTINGENT ON COMPLIANCE WITH THE CONDITIONS IN EXHIBIT Z AS FOLLOWS. BRIAN STUMPF SECONDED THE MOTION. MOTION CARRIED 4-0.  All proposed haul routes must be submitted by the applicant to MnDOT for approval.  The applicant must sweep Chelsea Road near the site entrance as needed during the duration of operations and hauling.  A water truck must be on-site at all times for dust control. The site must be maintained so as to minimize dust and particulate matter in accordance with MPCA requirements.  The applicant must comply with proposed hours of operation from 7:00 am to 8:00 pm, Monday through Saturday.  Noise levels shall be controlled in accordance with Section 5.2(A)(2)(e).  The applicant must submit an approved stormwater pollution prevention plan. City Council Minutes – March 24, 2014 Page 5  The applicant must comply with all requirements and recommendations of the city engineer.  The applicant agrees not to occupy the site prior to the final approval of applicable permits, and agrees to terminate operations and restore the site to original conditions by a date no later than November1, 2014, weather permitting.  The applicant shall comply with all recommendations of the City Engineer as provided in the comment letter dated February 26th, 2014.  The applicant executes a consent agreement with the City specifying the dates of operation and termination, and other conditions as adopted by the City Council. 5G. Consideration of approving a license agreement for a temporary road through Outlot A of Country Club Manor. Applicant: Shafer Contracting Co., Inc. Glen Posusta does not have an issue with the temporary road, but he was concerned about where the excess fill would be stockpiled. He thought that perhaps the utility adjustments could be made in order for the excess fill to be brought to the 7th Street/Fallon Overpass area. Clint Herbst stated that the configuration of the Fallon Avenue Overpass is not known yet so it might be better to wait before bringing dirt to that area. Shibani Bisson said that all of the material would not be able to be stockpiled in the 7th Street area and it was felt to be more advantageous to put it by the city’s property on Chelsea Road. Glen Posusta asked WSB to look at that again and see if some of the material could be put at the Fallon Avenue overpass site so it doesn’t have to be moved twice. Tom Perrault asked about the route and was wondering if Shafer Contracting would be responsible for any damage to the roads. Shibani explained that damage repair and road cleaning are covered in the agreement. GLEN POSUSTA MOVED TO APPROVE A LICENSE AGREEMENT FOR A TEMPORARY ACCESS ROADWAY THROUGH OUTLOT A OF COUNTRY CLUB MANOR IN CONJUNCTION WITH THE I-94 RECONSTRUCTION PROJECT, AND DIRECT WSB TO LOOK AGAIN AT STOCKPILING EXCESS GRANULAR MATERIAL AT BOTH CHELSEA ROAD WATER RESERVOIR AND 7TH STREET/FALLON AVENUE OVERPASS AREA. BRIAN STUMPF SECONDED THE MOTION. MOTION CARRIED 4-0. 5H. Consideration of purchasing services for FiberNet billing software usage, data processing, and supplies from Source One Solutions Glen Posusta pulled this item because he questioned why staff moved forward on a purchase over $10,000 without Council’s approval and why this was so urgent when Council had already approved a different option. Wayne Oberg explained the urgency in moving away from the previous contractor who was charging $9500 a month for the city to use his billing system. The city’s Finance Department was able to produce the FiberNet customer bills for March under this arrangement for one month. Previously, the city asked Council for approval of the GLDS system based on the ability for the city to receive an assignment from the contractor to use the license. When that did not happen, the city Finance Director looked into available options and found SourceOne Solutions to City Council Minutes – March 24, 2014 Page 6 be a viable option for the city. After repeated attempts to negotiate with the previous contractor and receiving no reply, the city authorized SourceOne to contract with FiberNet for billing services. The next billing period is coming up quickly and the finance department needed to move ahead to complete the process in a timely manner. Jay Langerud, from St. Joseph, MN and owner of SourceOne, was present at the meeting and was asked to speak. Langerud stated that Dan Olsen of Windomnet has been a customer of SourceOne about ten years and has successfully operated SourceOne software for those years for Windomnet. Glen Posusta asked if they perform work for HBC. Mr. Langerud indicated that they print the bills for HBC; however, HBC uses Quintrex software, which is a competitor of SourceOne. Glen Posusta asked if SourceOne can guarantee a clean transition from the current billing system to the new one. Mr Langerud briefly explained the implementation process and indicated that it will be relatively clean. They will make every effort to eliminate errors on the customer billings and will be comparing old to new bills as they go. Glen Posusta stated his concern over entering into a three-year contract in case it should not work out and the City would need to utilize another system. Mr. Langerud offered to remove references in his contract to a long term commitment for the city. If SourceOne proves not to work out for a billing system for FiberNet, he would be willing to terminate the contract without penalty to the City. Rachel Leonard explained to Council the efforts that she is putting forth to ensure a smooth as possible transition to the new billing system for FiberNet customers, including an explanation sheet and special notes on the bill itself. Glen Posusta stated his concern about bills that were being sent out to customers that already prepay by credit card or ACH and whether it would be possible to eliminate sending bills for those that don’t want them. Rachel said that is an option with the SourceOne system, and FiberNet is discussing how to handle bills in those situations. Clint Herbst asked where SourceOne was in the process of implementation, and it was confirmed that they are close to completing the process. They anticipate sending out bills close to the time they are normally mailed. BRIAN STUMPF MOVED TO ENTER INTO A CONTRACT WITH SOURCEONE SOLUTION OF WILLMAR, MINNESOTA IN THE ESTIMATED AMOUNT OF $2,000 PER MONTH FOR FIBERNET BILLING SOFTWARE USE, $10,000 FOR ONE-TIME IMPLEMENTATION CHARGES, AND MISCELLANEOUS COSTS RELATED TO DATA PROCESSING AND SUPPLIES. TOM PERRAULT SECONDED THE MOTION. MOTION CARRIED 4-0. 5J. Consideration of approving Trailblazer Transit as a public transit provider option for the City of Monticello effective July 1, 2014 and authorizing city participation in a county transit implementation team Cathy Shuman summarized the request asking Council to approve Trailblazer Transit as a transit provider option in Wright County effective July 1, 2014. Cathy explained that the River Rider contract will be ending June 30, 2014, and another service provider will soon City Council Minutes – March 24, 2014 Page 7 need to be determined in order to take over by July 1st. Cities within the county were notified by MnDOT of this change and several meetings have been held by MnDOT with city and county officials present to discuss possible options. Trailblazer Transit and Tri- Cap gave presentations to the group on March 10, 2014, and Trailblazer appears to be the only viable option at this time. Their presentation covered many aspects of the services they provide and copies of the materials were provided to Council. Trailblazer is interested in taking over the transit services for Wright County and suggested forming an implementation team to assist with the transition process. Cathy Shuman also noted that Wright County has called a meeting for Thursday, March 27th at 6 p.m. in the Wright County Board Room to discuss River River and the future of transit in Wright County. City administrators, mayors, and council members are encouraged to attend. Council is asked to give their approval at this time so that a letter can be sent to the Wright County Board in advance of their meeting on March 27th. CLINT HERBST MOVED TO APPROVE TRAILBLAZER TRANSIT AS A PUBLIC TRANSIT PROVIDER OPTION FOR THE CITY OF MONTICELLO EFFECTIVE JULY 1, 2014, AND AUTHORIZE CITY PARTICIPATION IN A COUNTY TRANSIT IMPLEMENTATION TEAM. BRIAN STUMPF SECONDED THE MOTION. MOTION CARRIED 4-0. 5L. Consideration of approving contracts for FiberNet management and network services through December 31, 2014 Glen Posusta removed this because he thought the contract for FiberNet management was supposed to be a six-month contract and now it appears to be for eight months. Clint Herbst explained that Council will look at this in six months to determine what direction they want to take at the end of the contract. Glen Posusta also expressed concern about the option listed in the supporting data regarding provision of a bonus for Brian Estrem in the future. Clint Herbst said that would be a negotiable item if Brian were brought on as an employee of the city. Glen Posusta asked what difference there would be if we gave a bonus to a city employee (such as the FiberNet manager) and not to the Liquor Store manager who has generated a lot of revenue for the city. Clint Herbst said those are good points and will have to be looked at if a bonus is ever considered. Glen Posusta pointed out that Doug Dawson suggests in his letter that Brian Estrem would be brought in at the top of the salary scale, and he was concerned about starting someone at the top. Brian Stumpf noted that the pay equity system was altered in such a way that the top of the scale is reached more quickly than was originally designed. Tracy Ergen explained that she and Jeff O’Neill have not really discussed the potential for a bonus and it would have to be determined whether that could even be allowed. The city has to be careful with placements on the pay equity system so they stay within the parameters. Clint Herbst noted that Jeff O’Neill and Wayne Oberg have worked hard to put together a contract for management services. Glen Posusta stated he is not comfortable voting for City Council Minutes – March 24, 2014 Page 8 this with a potential bonus in the future. Clint Herbst suggested making a motion that addresses his concerns. TOM PERRAULT MOVED TO AWARD A CONTRACT FOR GENERAL MANAGEMENT SERVICES OF FIBERNET MONTICELLO TO BRIAN ESTREM AND AWARD A CONTRACT FOR TECHNCIAL SUPPORT SERVICES TO DAN OLSEN; ANY FUTURE BONUSES WOULD BE A NEGOTIABLE ITEM. BRIAN STUMPF SECONDED THE MOTION. MOTION CARRIED 4-0. 7. Regular Agenda: A. Public Hearing – Consideration of adopting Resolution #2014-029 approving modification of Tax Increment Financing Plan for TIF 1-39 Tammy Omdahl explained the purpose of the modification is to amend the estimated bonded indebtedness and source and use of tax increment. She briefly presented information regarding the estimated bonded indebtedness and estimated sources and uses of tax increment. The original TIF Plan includes an estimated bonded indebtedness of $391,100. It is proposed to increase the amount to $413,994 to match an authorized interfund loan for advance of costs connected with TIF 1-39. The original project costs in the TIF Plan need to be modified to reflect current estimates, including actual transactions which have occurred. This is basically a housekeeping issue, but requires a public hearing. Mayor Herbst opened the public hearing. As there were no comments, the public hearing was closed. BRIAN STUMPF MOVED FOR ALTERNATIVE #1 TO ADOPT RESOLUTION #2014-029 APPROVING A MODIFICATION OF TAX INCREMENT FINANCING DISTRICT NO. 1-39 WITHIN CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1 AND APPROVING MODIFICATION OF THE TAX INCREMENT FINANCING PLAN RELATING TO TAX INCREMENT FINANCE DISTRICT NO. 1-39. GLEN POSUSTA SECONDED THE MOTION. MOTION CARRIED 4-0. B. Public Hearing – Consideration of adopting Resolution #2014-031 approving vacation of a portion of Otter Creek Road right-of-way and vacation of drainage and utility easements across Outlot A and Lots 1 and 2, Block 1, Pine View Addition. Applicant: K.K. Construction, Inc./Kjellberg, Kent Angela Schumann provided a presentation to Council on this request for vacation of a portion of Otter Creek Road right-of-way and drainage and utility easements. This vacation must be approved in order to move forward with the preliminary plat approval on the next agenda item. City Council Minutes – March 24, 2014 Page 9 Tom Perrault asked about the $2500 assessment, and Angela Schumann explained that was a condition of a previous developer’s agreement on the property. Angela Schumann further explained the vacation of drainage and utility easements over Outlot A and Lots 1 and 2 would be re-established with the platting of Pine View 2nd Addition. Angela Schumann noted the conditions that would be required as part of the vacation of the road and drainage and utility easements. Clint Herbst asked if the park dedication was already paid and would the city need to credit Kjellberg’s since there will be fewer lots in the new plats, Pine View and Pine View 2nd. Clint Herbst asked city staff to look into that. Mayor Herbst opened the public hearing. As there were no comments, the public hearing was closed. BRIAN STUMPF MOVED FOR ALTERNATIVE #1 TO ADOPT RESOLUTION #2014-031 APPROVING VACATION OF A PORTION OF OTTER CREEK ROAD RIGHT-OF-WAY AND VACATION OF DRAINAGE AND UTILITY EASEMENTS ACROSS OUTLOT A AND LOTS 1 AND 2, BLOCK 1, PINE VIEW ADDITION, SUBJECT TO THE FOLLOWING CONDITIONS. TOM PERRAULT SECONDED THE MOTION. MOTION CARRIED 4-0.  Approval of the Pine View Second Addition preliminary plat by the City Council of the City of Monticello. (Agenda Item #7C)  The applicant shall submit to the City a final plat for Pine View Second Addition establishing plat perimeter and lot drainage and utility easements as required per the Monticello Subdivision Ordinance.  The final plat of record shall include the Wright County Recorder’s document numbers for the vacation of right of way and easements described herein.  If private utilities exist within the easement area to be vacated, it will be the property owner’s responsibility to work with the private utilities to relocate their utilities. Tom Perrault indicated he is pleased that there will only be four lots total in the final plats. C. Consideration of approving a preliminary plat for Pine View Second Addition, a 3-unit residential plat in an R-1 (single-family residence) District. Applicant: Kjellberg, Kent Angela Schumann introduced this request to Council for approval of a preliminary plat for Pine View Second Addition. The existing plat called for four lots and the new plat would reduce that to three buildable lots, with an existing house already built on one of the lots. Angela Schumann pointed out that the two remaining lots in the new plat would be built in the future, with one having a City Council Minutes – March 24, 2014 Page 10 driveway on CSAH 75 and one having a driveway on Otter Creek Road. Marty Kjellberg explained that they had worked with Wright County, who provided them with a letter of approval for the drive access on CSAH 75. BRIAN STUMPF MOVED FOR ALTERNATIVE #1 TO APPROVE THE PRELIMINARY PLAT FOR PINE VIEW SECOND ADDITION, COMBINING ONE OUTLOT AND THREE R-1 SINGLE FAMILY RESIDENCE DISTRICT PARCELS (PID 155204000010, 155204001010, 155204001020, 155204001030) INTO THREE R-1 DISTRICT PARCELS, BASED ON FINDINGS IN PLANNING COMMISSION RESOLUTION #2014-021, AND CONTINGENT ON COMPLIANCE WITH CONDITIONS IN EXHIBIT Z AS FOLLOWS. TOM PERRAULT SECONDED THE MOTION. MOTION CARRIED 4-0.  The applicant shall provide drainage, erosion control, and stormwater management plans for review and approval by the City Engineer, and will need to address any recommendations the engineer makes in this regards. Further, development of the proposed lots will need to adhere to erosion control and drainage requirements provided in Sec. 11-5-5 and 11-5-6 of the Subdivision Ordinance, in addition to meeting related standards provided in Zoning Ordinance Section 4.10.  The applicant shall comply with all recommendations of the City Engineer as provided in the comment letter dated February 26th, 2014.  Future dwellings on subdivided parcels are required to meet the minimum width, depth, and floor area standards provided in Chapter 5, Section 5.2(C) of the Zoning Ordinance, and the minimum garage area standards for accessory garages in the R-1 District.  Approval of the preliminary plat is contingent on the approval of vacation of drainage and utility easements across Lots 1 and 2, Block 1, Pine View Addition and that portion of Otter Creek Road right-of-way lying alongside Outlot A of Pine View Addition, as legally described in the submitted petition for vacation, dated February 11, 2014. (Agenda Item #7B) 8. Added items  Glass windows in hallway – Glen Posusta pointed out that three of the large windows in the front hallway of the MCC appear to have moisture leaking and asked staff to look into that.  Clint Herbst mentioned that National Day of Prayer will take place on Thursday, May 1st.  Tom Perrault asked for a clarification on the I-94 project agreements with traffic detours on Chelsea Road. Both MnDOT and Shafer Contracting agreements call for covering the cost in the case that Chelsea Road would need to be repaired. He was wondering if that might create a conflict over who would pay for that. Shibani Bisson explained that is addressed in the agreements and there is a formula that would be used to determine liability for each party. City Council Minutes – March 24, 2014 Page 11 9. Adjournment GLEN POSUSTA MOVED TO ADJOURN THE MEETING AT 8:14 P.M. TOM PERRAULT SECONDED THE MOTION. MOTION CARRIED 4-0. Recorder: Catherine M. Shuman ____ Approved: Attest: ________________________ City Administrator CityCouncilAgenda:04/14/14 1 5A.ConsiderationofapprovingpaymentofbillregistersforApril14th (WO) A.REFERENCEANDBACKGROUND: Citystaffsubmitstheattachedbillregistersandpurchasingcardregistersforapprovalby Council.Thebillregisterscontainallinvoicesprocessedandthepurchasingcard registerscontainallcardpurchasesmadesincethelastCouncilmeeting.SubjecttoMN Statutes,mostinvoicesrequireCouncilapprovalpriortoreleasingchecksforpayment. ThedayfollowingCouncilapproval,paymentswillbereleasedunlessdirected otherwise.AcreditpurchasingagreementandpolicywasapprovedbyCouncilinitially andcardpurchasesmustcomplywiththepolicy. IfCouncilhasnoquestionsorcommentsonthebillandpurchasecardregisters,thesecan beapprovedwiththeconsentagenda.Ifrequested,thisitemcanberemovedfrom consentanddiscussedpriortomakingamotionforapproval. A1.BudgetImpact:None A2.StaffWorkloadImpact:Noadditionalworkrequired B.ALTERNATIVEACTIONS: 1.Motiontoapprovethebillandpurchasecardregistersforatotalamountof $933,185.02. 2.MotiontoapprovetheregisterswithchangesdirectedbyCouncil. C.STAFFRECOMMENDATION: CitystaffrecommendsAlternative#1or#2,perdirectionofCouncil. D.SUPPORTINGDATA: Billregisters PurchaseCardregisters User: Printed:03/26/2014 - 11:13AM Ann.Zimmerman Computer Check Proof List by Vendor Accounts Payable Batch:00209.03.2014 - 209.03.2014 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor:3679 SUPERIOR PRESS Check Sequence: 1 ACH Enabled: True Job: 2144706 (100) 10x15 vertical twin dual pouch deposit bag 78.67 03/18/2014 101-41520-421990 78.67Check Total: Total for Check Run: Total of Number of Checks: 78.67 1 AP-Computer Check Proof List by Vendor (03/26/2014 - 11:13 AM)Page 1 The preceding list of bills payable was reviewed and approved for payment. Date: 4/14/14 Approved by: _____________________________________ Mayor Clint Herbst User: Printed:03/31/2014 - 1:12PM Ann.Zimmerman Computer Check Proof List by Vendor Accounts Payable Batch:00208.03.2014 - 208.03.2014 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor:1038 APPERTS FOOD SERVICE Check Sequence: 1 ACH Enabled: False 2088588 5.75 03/31/2014 226-45122-433300 2088588 re-sale 998.84 03/31/2014 226-45127-425410 2088588 ice cream; pizzas 92.98 03/31/2014 226-45127-421460 2089537 re-sale 54.87 03/31/2014 226-45127-425410 2092110 re-sale 528.03 03/31/2014 226-45127-425410 2092110 freight 5.75 03/31/2014 226-45122-433300 2092110 re-sale 268.04 03/31/2014 226-45127-421460 1,954.26Check Total: Vendor:3491 ARTISAN BEER COMPANY Check Sequence: 2 ACH Enabled: False 43701 re-sale 15.40 03/31/2014 609-49750-425200 15.40Check Total: Vendor:1065 BELLBOY CORPORATION Check Sequence: 3 ACH Enabled: True 42258600 re sale 803.10 03/31/2014 609-49750-425100 42258600 freight 11.93 03/31/2014 609-49750-433300 42315200 freight 14.50 03/31/2014 609-49750-433300 42315200 re sale 1,410.11 03/31/2014 609-49750-425100 89915500 freight 1.31 03/31/2014 609-49750-433300 89915500 (16) 500 sleeve assorted bags 266.80 03/31/2014 609-49754-421990 89915500 re-sale 18.00 03/31/2014 609-49750-425500 2,525.75Check Total: Vendor:1067 BERNICK'S Check Sequence: 4 ACH Enabled: False 83505 re sale 65.40 03/31/2014 609-49750-425400 83506 re sale 111.10 03/31/2014 609-49750-425200 83507 re sale -1.67 03/31/2014 609-49750-425500 86279 re sale 21.80 03/31/2014 609-49750-425400 86279 re sale 16.40 03/31/2014 609-49750-425500 86280 re sale 899.25 03/31/2014 609-49750-425200 AP-Computer Check Proof List by Vendor (03/31/2014 - 1:12 PM)Page 1 Invoice No Description Amount Payment Date Acct Number Reference 1,112.28Check Total: Vendor:1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 5 ACH Enabled: True 1098441 re sale 99.50 03/31/2014 609-49750-425400 1098441 re sale 14,664.83 03/31/2014 609-49750-425200 1098451 re sale 1,740.96 03/31/2014 609-49750-425200 1098455 re sale 1,536.60 03/31/2014 609-49750-425200 1098471 re sale 252.50 03/31/2014 609-49750-425200 1098472 re sale 25,499.20 03/31/2014 609-49750-425200 1098472 re sale 246.80 03/31/2014 609-49750-425400 19049 re sale 88.80 03/31/2014 609-49750-425200 44,129.19Check Total: Vendor:1134 DAY DISTRIBUTING COMPANY Check Sequence: 6 ACH Enabled: True 743739 re sale 2,188.85 03/31/2014 609-49750-425200 744757 re sale 1,982.80 03/31/2014 609-49750-425200 4,171.65Check Total: Vendor:1167 EXTREME BEVERAGE LLC Check Sequence: 7 ACH Enabled: False 927669 re sale 167.50 03/31/2014 609-49750-425400 167.50Check Total: Vendor:1188 FORESTEDGE WINERY Check Sequence: 8 ACH Enabled: False 856 re sale 313.80 03/31/2014 609-49750-425300 313.80Check Total: Vendor:1259 JJ TAYLOR DISTRIBUTING Check Sequence: 9 ACH Enabled: False 2187774 re sale 585.25 03/31/2014 609-49750-425200 2187774 freight 3.00 03/31/2014 609-49750-433300 588.25Check Total: Vendor:1263 JOHNSON BROS WHOLESALE LIQUOR Check Sequence: 10 ACH Enabled: False 1804084 freight 167.04 03/31/2014 609-49750-433300 1804084 re sale 10,723.53 03/31/2014 609-49750-425100 1804085 1,032.75 03/31/2014 609-49750-425300 1804085 re sale 129.00 03/31/2014 609-49750-425400 1804085 freight 37.53 03/31/2014 609-49750-433300 1805215 freight 19.46 03/31/2014 609-49750-433300 AP-Computer Check Proof List by Vendor (03/31/2014 - 1:12 PM)Page 2 Invoice No Description Amount Payment Date Acct Number Reference 1805215 re sale 1,578.86 03/31/2014 609-49750-425100 1805216 re sale 2,487.68 03/31/2014 609-49750-425300 1805216 freight 61.04 03/31/2014 609-49750-433300 1807754 freight 20.85 03/31/2014 609-49750-433300 1807754 621.90 03/31/2014 609-49750-425300 1809248 re sale 2,021.83 03/31/2014 609-49750-425300 1809248 freight 59.07 03/31/2014 609-49750-433300 1810164 freight 36.03 03/31/2014 609-49750-433300 1810164 re sale 2,714.14 03/31/2014 609-49750-425100 1810165 re sale 2,028.23 03/31/2014 609-49750-425300 1810165 freight 47.26 03/31/2014 609-49750-433300 1810165 re sale 67.24 03/31/2014 609-49750-425400 1812860 freight 20.85 03/31/2014 609-49750-433300 1812860 616.00 03/31/2014 609-49750-425300 24,490.29Check Total: Vendor:1303 M AMUNDSON LLP Check Sequence: 11 ACH Enabled: True 171049 re sale 253.69 03/31/2014 609-49750-425500 171049 re sale 191.54 03/31/2014 609-49750-425400 445.23Check Total: Vendor:1419 PAN O GOLD CO ST CLOUD Check Sequence: 12 ACH Enabled: True 010004407711 re-sale 31.32 03/31/2014 226-45127-425410 31.32Check Total: Vendor:1273 PAUSTIS & SONS WINE CO Check Sequence: 13 ACH Enabled: False 8441075 re sale 173.98 03/31/2014 609-49750-425300 8441075 freight 4.50 03/31/2014 609-49750-433300 178.48Check Total: Vendor:1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 14 ACH Enabled: False 2573972 freight 48.65 03/31/2014 609-49750-433300 2573972 re sale 5,791.75 03/31/2014 609-49750-425100 2573973 re sale 397.90 03/31/2014 609-49750-425300 2573973 freight 11.12 03/31/2014 609-49750-433300 2574734 freight 8.34 03/31/2014 609-49750-433300 2574734 re sale 511.34 03/31/2014 609-49750-425100 2574735 re sale 2,183.60 03/31/2014 609-49750-425300 2574735 freight 51.89 03/31/2014 609-49750-433300 2576434 freight 37.88 03/31/2014 609-49750-433300 AP-Computer Check Proof List by Vendor (03/31/2014 - 1:12 PM)Page 3 Invoice No Description Amount Payment Date Acct Number Reference 2576434 re sale 2,239.45 03/31/2014 609-49750-425100 2576435 re sale 56.00 03/31/2014 609-49750-425300 2576435 freight 1.39 03/31/2014 609-49750-433300 2577480 re sale 1.39 03/31/2014 609-49750-433300 2577480 re sale 211.34 03/31/2014 609-49750-425100 2577481 re sale 982.60 03/31/2014 609-49750-425300 2577481 freight 23.63 03/31/2014 609-49750-433300 2578066 freight 16.68 03/31/2014 609-49750-433300 2578066 re sale 1,339.54 03/31/2014 609-49750-425100 2578067 re sale 1,186.80 03/31/2014 609-49750-425300 2578067 freight 26.41 03/31/2014 609-49750-433300 2578067 re sale 56.00 03/31/2014 609-49750-425400 2579892 freight 44.48 03/31/2014 609-49750-433300 2579892 re sale 3,757.26 03/31/2014 609-49750-425100 18,985.44Check Total: Vendor:3309 SOUTHERN WINE & SPIRITS OF MINNESOTA Check Sequence: 15 ACH Enabled: False 1142559 re sale 1,552.48 03/31/2014 609-49750-425100 1142559 freight 15.62 03/31/2014 609-49750-433300 1142560 freight 1.25 03/31/2014 609-49750-433300 1142560 re sale 42.52 03/31/2014 609-49750-425500 1142561 freight 26.24 03/31/2014 609-49750-433300 1142561 re sale 1,636.48 03/31/2014 609-49750-425300 1144931 re sale 1,353.78 03/31/2014 609-49750-425300 1144931 freight 27.71 03/31/2014 609-49750-433300 4,656.08Check Total: Vendor:1522 THORPE DISTRIBUTING COMPANY Check Sequence: 16 ACH Enabled: True 810489 Balance re-sale 27.60 03/31/2014 609-49750-425200 811788 re sale 27.90 03/31/2014 609-49750-425400 811789 re sale -48.00 03/31/2014 609-49750-425300 811789 re sale 468.94 03/31/2014 609-49750-425200 811790 re sale 12,392.45 03/31/2014 609-49750-425200 813234 re sale 97.60 03/31/2014 609-49750-425400 813236 re sale 10,297.27 03/31/2014 609-49750-425200 23,263.76Check Total: Vendor:1552 VIKING COCA COLA BOTTLING CO Check Sequence: 17 ACH Enabled: True 1364779 re sale 329.20 03/31/2014 609-49750-425400 172215 re sale 95.20 03/31/2014 609-49750-425400 AP-Computer Check Proof List by Vendor (03/31/2014 - 1:12 PM)Page 4 Invoice No Description Amount Payment Date Acct Number Reference 424.40Check Total: Vendor:1684 VINOCOPIA Check Sequence: 18 ACH Enabled: True 94917 freight 20.00 03/31/2014 609-49750-433300 94917 re sale 840.00 03/31/2014 609-49750-425300 95357 re sale 104.00 03/31/2014 609-49750-425300 95357 re sale 584.75 03/31/2014 609-49750-425100 95357 freight 10.00 03/31/2014 609-49750-433300 1,558.75Check Total: Vendor:1573 WINE MERCHANTS INC Check Sequence: 19 ACH Enabled: False 495828 freight 16.68 03/31/2014 609-49750-433300 495828 re sale 23.00 03/31/2014 609-49750-425400 495828 re sale 700.00 03/31/2014 609-49750-425300 739.68Check Total: Vendor:1209 WIRTZ BEVERAGE MINNESOTA WINE & SPIRITS Check Sequence: 20 ACH Enabled: False 1080157301 re sale 628.00 03/31/2014 609-49750-425300 1080157301 re sale 2,189.64 03/31/2014 609-49750-425100 1080157301 freight 43.87 03/31/2014 609-49750-433300 1080160118 freight 60.51 03/31/2014 609-49750-433300 1080160118 re sale 3,040.50 03/31/2014 609-49750-425100 1080160118 re sale 558.40 03/31/2014 609-49750-425300 2080033701 re sale -89.96 03/31/2014 609-49750-425100 2080033707 re sale -150.00 03/31/2014 609-49750-425100 2080033713 re sale -307.49 03/31/2014 609-49750-425100 8007992 Bal Credit taken twice - see 8007992 & 2080030792 49.31 03/31/2014 609-49750-425100 6,022.78Check Total: Vendor:1585 XCEL ENERGY Check Sequence: 21 ACH Enabled: False 3/19/14 utx - MGFARM - 51-0798481-0 88.02 03/31/2014 213-46522-438100 3/20/14 utx - 51-9391437-3 391.23 03/31/2014 101-41941-438100 479.25Check Total: AP-Computer Check Proof List by Vendor (03/31/2014 - 1:12 PM)Page 5 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: Total of Number of Checks: 136,253.54 21 AP-Computer Check Proof List by Vendor (03/31/2014 - 1:12 PM)Page 6 The preceding list of bills payable was reviewed and approved for payment. Date: 4/14/14 Approved by: _____________________________________ Mayor Clint Herbst User: Printed:04/09/2014 - 2:08PM Ann.Zimmerman Computer Check Proof List by Vendor Accounts Payable Batch:00203.04.2014 - 203.04.2014 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor:2589 ALL ELEMENTS INC Check Sequence: 1 ACH Enabled: False 2416 Labor/materials - 3/14/14 roof repair 295.00 04/15/2014 101-45501-440100 295.00Check Total: Vendor:1038 APPERTS FOOD SERVICE Check Sequence: 2 ACH Enabled: False 2095741 5.75 04/15/2014 226-45122-433300 2095741 pizzas 93.03 04/15/2014 226-45127-421460 2095741 re-sale 595.90 04/15/2014 226-45127-425410 694.68Check Total: Vendor:1039 AQUA LOGIC INC Check Sequence: 3 ACH Enabled: True 41915 (1) solenoid valve 82.45 04/15/2014 226-45122-421610 82.45Check Total: Vendor:3491 ARTISAN BEER COMPANY Check Sequence: 4 ACH Enabled: False 46600 re-sale 22.99 04/15/2014 609-49750-425200 22.99Check Total: Vendor:2808 AUTOMATIC SYSTEMS CO Check Sequence: 5 ACH Enabled: False 27183 S labor - well #4 phone jack bad. City w/cont phone co to fix 125.00 04/15/2014 601-49440-431990 125.00Check Total: Vendor:1065 BELLBOY CORPORATION Check Sequence: 6 ACH Enabled: True 42432800 re sale 312.00 04/15/2014 609-49750-425300 42432800 freight 8.10 04/15/2014 609-49750-433300 320.10Check Total: Vendor:1067 BERNICK'S Check Sequence: 7 ACH Enabled: False AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 1 Invoice No Description Amount Payment Date Acct Number Reference 86861 (2) 12pk drinking water 19.20 04/15/2014 226-45127-421460 86861 re-sale 582.00 04/15/2014 226-45127-425410 89163 re sale 21.80 04/15/2014 609-49750-425400 89163 re sale 32.80 04/15/2014 609-49750-425500 89164 re sale 984.50 04/15/2014 609-49750-425200 89165 re sale -110.40 04/15/2014 609-49750-425200 89166 re sale -30.72 04/15/2014 609-49750-425200 89753 re-sale 599.00 04/15/2014 226-45127-425410 2,098.18Check Total: Vendor:2221 BIG TEN NETWORK LLC Check Sequence: 8 ACH Enabled: True G76384 Big 10 Bulks March 2014 187.50 04/15/2014 655-49860-430920 G76384 Big 10 March 2014 1,102.00 04/15/2014 655-49860-430920 1,289.50Check Total: Vendor:2535 BORDER STATES ELECTRIC SUPPLY Check Sequence: 9 ACH Enabled: True 907049105 (20) CYBE-CS24U12V Cybershield 24W 12V UPS 855.00 04/15/2014 656-49877-421800 855.00Check Total: Vendor:3682 BURSCHVILLE CONSTRUCTION INC Check Sequence: 10 ACH Enabled: False 3778 3/11/14 - thawing water lines @ 1316 River Rd W & 9309 Homestead 750.00 04/15/2014 601-49440-430300 3789 3/28/14 frozen water line street side @ 9545 Park Place Dr 375.00 04/15/2014 601-49440-431990 1,125.00Check Total: Vendor:1091 CAMPBELL KNUTSON PA Check Sequence: 11 ACH Enabled: True 2348-000G139 General - 1,624.00 04/15/2014 101-41610-430400 2348-000G139 General - Community Development 210.00 04/15/2014 101-41910-430400 2348-000G139 General - EDA 98.00 04/15/2014 213-46522-430400 2348-000G139 General - ZTOWER 350.00 04/15/2014 101-41910-430400 2348-000G139 General - 13C001 Non-Grant Bertram Ph V 515.50 04/15/2014 101-41610-430400 2348-094G5 ZPINE2 - Pineview 500.00 04/15/2014 101-00000-220110 2348-103G80 Fiber/Broadband project 2,030.00 04/15/2014 655-49870-430400 2348-111G3 ZRCFOS - Plat of Church of St Henry 1st Addn 840.00 04/15/2014 101-41610-430400 2348-124G1 ZSOCCR - Monticello Soccer Club Lease 658.00 04/15/2014 101-41610-430400 6,825.50Check Total: Vendor:1095 CARLOS CREEK WINERY INC Check Sequence: 12 ACH Enabled: False 10202 re sale 240.00 04/15/2014 609-49750-425300 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 2 Invoice No Description Amount Payment Date Acct Number Reference 240.00Check Total: Vendor:2220 CBS SPORTS NETWORK Check Sequence: 13 ACH Enabled: True 077400 CBS Sports Network March 2014 60.55 04/15/2014 655-49860-430920 60.55Check Total: Vendor:2213 CBS TV STATIONS Check Sequence: 14 ACH Enabled: False Mar - 14 WCCO March 2014 834.00 04/15/2014 655-49860-430920 834.00Check Total: Vendor:1102 CENTERPOINT ENERGY Check Sequence: 15 ACH Enabled: False 3/31/14 8000014331-5 80.93 04/15/2014 217-41990-438300 3/31/14 8000014331-5 169.73 04/15/2014 101-45201-438300 3/31/14 8000014331-5 848.58 04/15/2014 101-42200-438300 3/31/14 8000014331-5 3,975.39 04/15/2014 101-43127-438300 4/1/14 5864452-7 943.65 04/15/2014 101-45501-438300 4/1/14 5788570-9 369.89 04/15/2014 609-49754-438300 4/1/14 5768542-2 506.99 04/15/2014 101-41940-438300 4/1/14 utx - 5768542-2 11,724.13 04/15/2014 226-45122-438300 4/1/14 5768542-2 190.12 04/15/2014 226-45122-438300 4/1/14 5768542-2 253.49 04/15/2014 101-42800-438300 4/1/14 5828859-8 90.30 04/15/2014 101-41940-438300 4/1/14 8235331-9 206.10 04/15/2014 101-41941-438300 4/1/14 8235333-5 150.70 04/15/2014 101-41941-438300 4/1/14 MGFARM - 9739641-0 65.47 04/15/2014 213-46522-438300 4/1/14 MGFARM - 9429449-3 12.59 04/15/2014 213-46522-438300 4/1/14 MGFARM - 9739645-1 12.59 04/15/2014 213-46522-438300 4/1/14 utx - MGFARM - 9429448-5 362.29 04/15/2014 213-46522-438300 4/1/14 utx - MGFARM - 9429450-1 293.16 04/15/2014 213-46522-438300 20,256.10Check Total: Vendor:3499 CHIEF SUPPLY CORP Check Sequence: 16 ACH Enabled: False 420645 (5) pr FDP Koala blue glove 315.94 04/15/2014 101-42200-421120 315.94Check Total: Vendor:2476 CSI DIGITAL INC Check Sequence: 17 ACH Enabled: True 102270 (2) 3/3/14; (1) 3/5/14 trouble tickets 350.00 04/15/2014 655-49870-432500 102303 90% Link set-up & switch integration (non-recurring cost) 3,600.00 04/15/2014 655-49860-430930 102303 90% PDX to Mpls 1 Gbps fiber feed (per month in advance) 2,430.00 04/15/2014 655-49860-430930 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 3 Invoice No Description Amount Payment Date Acct Number Reference 6,380.00Check Total: Vendor:1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 18 ACH Enabled: True 1098512 re sale 15,087.14 04/15/2014 609-49750-425200 1098540 re sale 3,172.35 04/15/2014 609-49750-425200 1098540 re sale 16.00 04/15/2014 609-49750-425400 19095 re sale 152.00 04/15/2014 609-49750-425200 19151 re sale 208.40 04/15/2014 609-49750-425200 18,635.89Check Total: Vendor:1134 DAY DISTRIBUTING COMPANY Check Sequence: 19 ACH Enabled: True 745661 re sale 981.30 04/15/2014 609-49750-425200 745661 re sale 26.60 04/15/2014 609-49750-425400 1,007.90Check Total: Vendor:3677 CHARLES DEGRIO Check Sequence: 20 ACH Enabled: True 03/30/14 refereed 2 games 3/30/14 70.00 04/15/2014 226-45127-430160 3/16/14 refereed 2 games 3/16/14 70.00 04/15/2014 226-45127-430160 3/23/14 refereed 2 games 3/23/14 70.00 04/15/2014 226-45127-430160 3/26/14 refereed 2 games 3/26/14 70.00 04/15/2014 226-45127-430160 4/2/14 refereed 3 games 4/2/14 105.00 04/15/2014 226-45127-430160 385.00Check Total: Vendor:3344 DOMAIN ARCHITECTURE AND DESIGN Check Sequence: 21 ACH Enabled: False Relocate Clm #2 MGFARM - Pizza Factory inv 12967 3,000.00 04/15/2014 213-46522-443990 3,000.00Check Total: Vendor:1146 DONNELL INC Check Sequence: 22 ACH Enabled: False 4/2/14 order #9231 & #9236 - girls basketball vs becker & washburn 80.00 04/15/2014 226-45122-434990 80.00Check Total: Vendor:1153 ECM PUBLISHERS INC Check Sequence: 23 ACH Enabled: True 81323 Reader's Choice 3/6; 3/7 230.00 04/15/2014 609-49754-434990 81324 March Food Shelf Drive 3/6; 3/7 25.00 04/15/2014 609-49754-434990 82177 ZPINE2 - Pine View vacation PHN 3/6 269.54 04/15/2014 101-41910-435100 82178 ZTOWER - Bids - FiberNet Monticello Tow 3/13 323.05 04/15/2014 101-41910-435100 84320 ZWEESE - PHN-Darlene Weese 3/20 110.76 04/15/2014 101-41910-435100 84321 Ord 593 Amend 3/20 203.06 04/15/2014 101-41310-435100 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 4 Invoice No Description Amount Payment Date Acct Number Reference 84322 PHN - Comp Plan Chap 3 3/20 101.53 04/15/2014 101-41910-435200 84323 PHN - Zoning Ord R-4 3/20 101.53 04/15/2014 101-41910-435200 84324 ZUNION - PHN-Ryan Co - Union Crossing 3/20 119.99 04/15/2014 101-41910-435100 84325 ZHSPIR - PHN-Church of St Henry 3/20 110.76 04/15/2014 101-41910-435100 86569 12C008 Bids - Hillside Farm 3/27 239.98 04/15/2014 400-43300-459010 1,835.20Check Total: Vendor:3681 STERLING EGAN Check Sequence: 24 ACH Enabled: False 3/23/14 refereed 2 games 3/23/14 & 3/26/14 140.00 04/15/2014 226-45127-430160 140.00Check Total: Vendor:1161 ELECTION SYSTEMS AND SOFTWARE INC Check Sequence: 25 ACH Enabled: True 876252 6/1/14-5/31/15 (2) Usage Agrmt - 100 & AutoMark; (2)HDW Mtc/Supp 885.00 04/15/2014 101-41410-431900 885.00Check Total: Vendor:3632 EMERGENCY RESPONSE SOLUTIONS Check Sequence: 26 ACH Enabled: True 1870 (1) gas 34L - calibration gas for gas monitor/detector 275.68 04/15/2014 101-42200-421990 275.68Check Total: Vendor:1680 EPIC PRODUCTS INC Check Sequence: 27 ACH Enabled: False 0442401-IN re-sale 590.87 04/15/2014 609-49750-425400 590.87Check Total: Vendor:3680 BRIAN ESTREM Check Sequence: 28 ACH Enabled: True 2 April 2014 management fee 11,500.00 04/15/2014 655-49870-430700 11,500.00Check Total: Vendor:3604 FAULK AND FOSTER Check Sequence: 29 ACH Enabled: False Escrow Refund ZZAT&T - Replacement ck for #111733 - net escrow refund 1,751.50 04/15/2014 101-00000-220110 1,751.50Check Total: Vendor:3318 FIBERNET MONTICELLO Check Sequence: 30 ACH Enabled: False 4/8/14 Bullseye 4/8/14 68.40 04/15/2014 655-49870-443980 68.40Check Total: Vendor:2174 FINANCE AND COMMERCE Check Sequence: 31 ACH Enabled: False 741468788 ZTOWER - Bids/Construction 201.61 04/15/2014 101-41910-435100 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 5 Invoice No Description Amount Payment Date Acct Number Reference 201.61Check Total: Vendor:1179 FIRE SAFETY USA INC Check Sequence: 32 ACH Enabled: False 68199 (2) hydrant tool bag 60.00 04/15/2014 101-42200-421990 60.00Check Total: Vendor:2222 FOX SPORTS NET INC Check Sequence: 33 ACH Enabled: True G74634 Fox Sports North March 2014 4,513.71 04/15/2014 655-49860-430920 G74634 Fox Sports North Taverns March 2014 187.50 04/15/2014 655-49860-430920 4,701.21Check Total: Vendor:2462 FOX TELEVISION STATIONS INC Check Sequence: 34 ACH Enabled: False KMSP Mar - 14 KMSP March 2014 1,084.20 04/15/2014 655-49860-430920 1,084.20Check Total: Vendor:2462 FOX TELEVISION STATIONS INC Check Sequence: 35 ACH Enabled: False WFTC Mar - 14 WFTC March 2014 208.50 04/15/2014 655-49860-430920 208.50Check Total: Vendor:3476 FS2 Check Sequence: 36 ACH Enabled: True G78782 FS2 March 2014 49.00 04/15/2014 655-49860-430920 49.00Check Total: Vendor:1195 AL GAPINSKI Check Sequence: 37 ACH Enabled: False 47559354 (1) pair steel toed boots 103.90 04/15/2014 101-43127-420650 103.90Check Total: Vendor:3684 GREATER MSP Check Sequence: 38 ACH Enabled: False Portal_2014_002 Annual fee 2014 Greater MSP Salesforce CRM license 400.00 04/15/2014 213-46301-443990 400.00Check Total: Vendor:1641 H & L MESABI Check Sequence: 39 ACH Enabled: True 90607 (4) kencast wear bars 283.32 04/15/2014 101-43125-422460 283.32Check Total: Vendor:1224 HD SUPPLY WATERWORKS LTD Check Sequence: 40 ACH Enabled: False AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 6 Invoice No Description Amount Payment Date Acct Number Reference B960726 (50) water meters 2,659.50 04/15/2014 601-49440-422701 B961471 (40) #16 sr 5/8" piston & magnet 773.51 04/15/2014 601-49440-422701 3,433.01Check Total: Vendor:3421 HIGH POINT NETWORKS Check Sequence: 41 ACH Enabled: False 58499 5/29/13 service ticket:29213 (.25) hr support 40.08 04/15/2014 655-49870-431990 61750 (2) Summit X350-24t 24 10/100/1000BASE-T; ect. 2,483.78 04/15/2014 655-49870-421990 62272 (19) assorted parts - ExtremeNetworks, ect. 9,089.33 04/15/2014 655-49870-421990 11,613.19Check Total: Vendor:3229 JEFF HOGLUND Check Sequence: 42 ACH Enabled: False 01318 labor/material vehicle door graphics - new truck unit #229 95.00 04/15/2014 703-00000-165010 01328 labor/material vehicle door graphics - new truck unit #145 65.00 04/15/2014 703-00000-165010 160.00Check Total: Vendor:1239 HOGLUND BUS COMPANY Check Sequence: 43 ACH Enabled: False 712571 (1) belt 33.72 04/15/2014 101-43120-422110 33.72Check Total: Vendor:2305 HOME BOX OFFICE Check Sequence: 44 ACH Enabled: True Mar - 14 HBO Cinemax March 2014 58.75 04/15/2014 655-49860-430920 Mar - 14 HBO March 2014 281.96 04/15/2014 655-49860-430920 Mar - 14 HBO Bulk March 2014 509.74 04/15/2014 655-49860-430920 850.45Check Total: Vendor:2305 HOME BOX OFFICE Check Sequence: 45 ACH Enabled: True 4CSG0823 HBO Qtr 1 2014 Guides 30.00 04/15/2014 655-49860-430920 30.00Check Total: Vendor:2214 HUBBARD BROADCASTING INC Check Sequence: 46 ACH Enabled: False KSTC Mar - 14 KSTC March 2014 375.30 04/15/2014 655-49860-430920 375.30Check Total: Vendor:2214 HUBBARD BROADCASTING INC Check Sequence: 47 ACH Enabled: False KSTP Mar - 14 KSTP March 2014 375.30 04/15/2014 655-49860-430920 375.30Check Total: AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 7 Invoice No Description Amount Payment Date Acct Number Reference Vendor:1752 ICBITS LLC Check Sequence: 48 ACH Enabled: False 4102FIBER (.5) changes to Bill Pay link and addition of home page articles 45.00 04/15/2014 655-49870-430920 45.00Check Total: Vendor:2208 INITIATIVE FOUNDATION Check Sequence: 49 ACH Enabled: False 6828 Endowment Pledge (A) 2,250.00 04/15/2014 213-46301-444900 2,250.00Check Total: Vendor:1259 JJ TAYLOR DISTRIBUTING Check Sequence: 50 ACH Enabled: False 2201458 re sale 1,085.50 04/15/2014 609-49750-425200 1,085.50Check Total: Vendor:1260 JME OF MONTICELLO INC Check Sequence: 51 ACH Enabled: False SYS46475 Util 1 - install new front pads 160.89 04/15/2014 101-42200-440500 SYS46500 Eng 1 - (4) Drive tire FD690 1,751.52 04/15/2014 101-42200-440500 SYS46566 Util 1 - right rear brake caliper; replace rear brake shoes 325.03 04/15/2014 101-42200-440500 2,237.44Check Total: Vendor:1263 JOHNSON BROS WHOLESALE LIQUOR Check Sequence: 52 ACH Enabled: False 1778088 Credit Inv pd 2x - Johnson's ck 112052 & Phillip's ck 111950.-25.02 04/15/2014 609-49750-433300 1778088 Credit Inv pd 2x - Johnson's ck 112052 & Phillip's ck 111950.-1,802.90 04/15/2014 609-49750-425100 1814605 freight 75.06 04/15/2014 609-49750-433300 1814605 re sale 5,626.05 04/15/2014 609-49750-425100 1814606 re sale 608.25 04/15/2014 609-49750-425300 1814606 freight 25.02 04/15/2014 609-49750-433300 1814606 re sale 96.75 04/15/2014 609-49750-425400 1815916 re sale 3,168.81 04/15/2014 609-49750-425100 1815916 freight 33.47 04/15/2014 609-49750-433300 1815917 re sale 1,450.05 04/15/2014 609-49750-425300 1815917 freight 40.31 04/15/2014 609-49750-433300 1815918 re sale 78.00 04/15/2014 609-49750-425200 1818353 re sale 738.50 04/15/2014 609-49750-425100 1818353 freight 8.34 04/15/2014 609-49750-433300 614062 -4.83 04/15/2014 609-49750-425300 614063 -3.45 04/15/2014 609-49750-425300 614064 -2.76 04/15/2014 609-49750-425300 614065 -55.90 04/15/2014 609-49750-425300 614065 -1.39 04/15/2014 609-49750-433300 614066 -2.76 04/15/2014 609-49750-425300 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 8 Invoice No Description Amount Payment Date Acct Number Reference 10,049.60Check Total: Vendor:1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 53 ACH Enabled: False 119141 General EDA Matters through 2/28/14 832.50 04/15/2014 213-46301-430400 119142 Legal Services through 2/28/14 573.50 04/15/2014 213-46522-430400 1,406.00Check Total: Vendor:3689 KNOWLEDGE COMPUTERS INC Check Sequence: 54 ACH Enabled: False 158026 utx - (2) Catalyst 4948 300-watt AC power 655.05 04/15/2014 655-49870-421990 158032 utx - (1) Catalyst 4948E-F Managed L3 switch serial# CAT1648S4XB 2,200.00 04/15/2014 655-49870-421990 2,855.05Check Total: Vendor:1290 LEAGUE OF MINNESOTA CITIES Check Sequence: 55 ACH Enabled: False 197813 Respectful Workplace/Sexual Harassment & Prevention 900.00 04/15/2014 101-41800-431960 900.00Check Total: Vendor:1291 LEAGUE OF MN CITIES INS TRUST Check Sequence: 56 ACH Enabled: False 4/1/14 LMCIT Claim #C0027941 date of injury 11/6/13 863.96 04/15/2014 226-45122-436990 4/1/14 LMCIT Claim #C0027941 date of injury 11/6/13 425.64 04/15/2014 101-49240-436990 1,289.60Check Total: Vendor:1308 MARCO INC Check Sequence: 57 ACH Enabled: True 249469362 utx - LIQ portion 7.14% of 3/10-4/10/14 contract 343.14 04/15/2014 702-00000-441500 249469362 utx - FNM portion 14.29% of 3/10-4/10/14 contract 686.76 04/15/2014 702-00000-441500 249469362 utx - MCC portion 14.29% of 3/10-4/10/14 contract 686.76 04/15/2014 702-00000-441500 249469362 3/10-4/10/14 contract 3,089.19 04/15/2014 702-00000-441500 4,805.85Check Total: Vendor:3670 MYLES STEVEN MCGRATH Check Sequence: 58 ACH Enabled: True 102 (67) hrs 3/3-3/21/14 1,005.00 04/15/2014 655-49870-431990 103 (39.75) hrs 3/24-4/4/14 596.25 04/15/2014 655-49870-431990 107 (27.75) hrs 2/17-2/20/14 416.25 04/15/2014 655-49870-431990 2,017.50Check Total: Vendor:1318 JONATHAN CALEB MELLBERG Check Sequence: 59 ACH Enabled: True 3/24/14 3/24/14 City Council recording 80.00 04/15/2014 101-41110-431990 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 9 Invoice No Description Amount Payment Date Acct Number Reference 80.00Check Total: Vendor:2215 METRO GOLDWYN MAYER INC Check Sequence: 60 ACH Enabled: True Mar - 14 MGM HD March 2014 43.76 04/15/2014 655-49860-430920 43.76Check Total: Vendor:1615 MINNEAPOLIS/ST PAUL BUSINESS JOURNAL Check Sequence: 61 ACH Enabled: False 2014 Subscriptn Acct # 8273395 1 year - 52 issues 70.00 04/15/2014 101-41310-443300 70.00Check Total: Vendor:2179 MINNESOTA 9-1-1 PROGRAM Check Sequence: 62 ACH Enabled: True Mar - 14 March 2014 911 Wright Co 843.03 04/15/2014 655-00000-208170 843.03Check Total: Vendor:3375 MINNESOTA AMATEUR SOFTBALL ASSOCIATION Check Sequence: 63 ACH Enabled: False 3/20/14 (2) Adult State Tourney Fees, (30) Team Sanction Fees 600.00 04/15/2014 226-45127-431990 600.00Check Total: Vendor:1717 MINNESOTA MUNICIPAL UTILITIES ASSOCIATION Check Sequence: 64 ACH Enabled: False 43158 Safety Mgmt Program 2nd qtr 2014 1,837.50 04/15/2014 101-41800-431960 1,837.50Check Total: Vendor:3685 CITY OF MINNETONKA Check Sequence: 65 ACH Enabled: False 3/28/14 (19) used spin bikes for group exercise class 3,800.00 04/15/2014 226-45127-421720 3,800.00Check Total: Vendor:2217 MLB NETWORK LLC AFFILIATE SALE Check Sequence: 66 ACH Enabled: False 037296 MLB February 2014 298.40 04/15/2014 655-49860-430920 298.40Check Total: Vendor:1738 MN DEPT OF HEALTH Check Sequence: 67 ACH Enabled: False Qtr 1 2014 Community Water Supply Service Connection Fee 6,421.00 04/15/2014 601-49440-443750 6,421.00Check Total: Vendor:1845 MN DEPT OF LABOR & INDUSTRY Check Sequence: 68 ACH Enabled: False March 2014 Conf# 19253171109 Qtr 1 2014 Permits - total charges 2,710.97 04/15/2014 101-00000-208110 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 10 Invoice No Description Amount Payment Date Acct Number Reference March 2014 Conf# 19253171109 Qtr 1 2014 Permits - retention portion -108.44 04/15/2014 101-42400-343000 2,602.53Check Total: Vendor:1364 MOBILE HEALTH SERVICES LLC Check Sequence: 69 ACH Enabled: True 23114 Medical physicals - (22) SCBA User; (28) Fit Test; (6) HAZMAT 2,920.00 04/15/2014 101-42200-431990 2,920.00Check Total: Vendor:3687 MONTICELLO LIQUOR INC Check Sequence: 70 ACH Enabled: False Partial Refund Liquor License refund 4/1-6/30/14 987.51 04/15/2014 101-41000-321110 987.51Check Total: Vendor:3687 MONTICELLO LIQUOR INC Check Sequence: 71 ACH Enabled: False 04022014-1 re-sale 845.73 04/15/2014 609-49750-425100 04022014-1 re-sale 16.40 04/15/2014 609-49750-425400 862.13Check Total: Vendor:2512 MONTICELLO PLBG HTG AC LLC Check Sequence: 72 ACH Enabled: False 003076 (350) lb solar salt for softner 59.50 04/15/2014 101-42200-422990 59.50Check Total: Vendor:1382 MOON MOTOR SALES INC Check Sequence: 73 ACH Enabled: False 4654258 (2) 12.8 oz engine oil - chainsaw 16.58 04/15/2014 101-42200-421300 4654258 (67) .325 063 micro - saw chain 23.45 04/15/2014 101-42200-421990 40.03Check Total: Vendor:2218 MUSIC CHOICE Check Sequence: 74 ACH Enabled: True Mar - 14 Music Choice March 2014 207.74 04/15/2014 655-49860-430920 207.74Check Total: Vendor:2275 NATIONAL GEOGRAPHIC WILD Check Sequence: 75 ACH Enabled: True G79674 National Geographic Wild March 2014 50.00 04/15/2014 655-49860-430920 50.00Check Total: Vendor:2072 NATIONAL TELCO TELEVISION CONSORTIUM Check Sequence: 76 ACH Enabled: True 2180 NTTC - March 2014 27,710.18 04/15/2014 655-49860-430920 27,710.18Check Total: AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 11 Invoice No Description Amount Payment Date Acct Number Reference Vendor:1098 NATIONWIDE CLEC LLC Check Sequence: 77 ACH Enabled: True 1015 Telcordia annual fee 2013 33.73 04/15/2014 655-49870-431990 1061 (12) hr February 2014 2,340.00 04/15/2014 655-49870-431990 2,373.73Check Total: Vendor:2216 NHL NETWORK Check Sequence: 78 ACH Enabled: False Mar - 14 NHL March 2014 242.76 04/15/2014 655-49860-430920 242.76Check Total: Vendor:2492 NORTHLAND REFRIGERATION INC Check Sequence: 79 ACH Enabled: False 6303 Labor - Checked heating-adjustmts to VAV box; found bad actuator 367.15 04/15/2014 101-45501-440100 6319 labor - #8 & #12 air handlers - changed actuators on valves 200.00 04/15/2014 226-45122-440440 567.15Check Total: Vendor:1687 NORTHLAND SECURITIES INC Check Sequence: 80 ACH Enabled: False 3634 February 2014 - TIF 1-22 1,760.00 04/15/2014 213-46522-431990 1,760.00Check Total: Vendor:1401 NORTHWEST ASSOCIATED CONSULTANTS INC Check Sequence: 81 ACH Enabled: True 21248 General - Special Adult Use District Update 355.60 04/15/2014 101-41910-431990 21248 General - R-4 Ordinance/Comprehensive Plan Amendments 866.70 04/15/2014 101-41910-431990 21248 General - Public Assembly Review 1,486.30 04/15/2014 101-41910-431990 21248 General - 3/11 & 3/18 site review meetings; expenses 1,020.44 04/15/2014 101-41910-431990 21249 ZWEESE - Weese Setback Variance 533.75 04/15/2014 101-00000-220110 21249 ZHSPIR - St Henry's School 676.80 04/15/2014 101-00000-220110 21249 ZUNION - Union Crossings 6th Addition Plat 392.00 04/15/2014 101-00000-220110 21250 Meetings - 3/4/14 Planning Comm; 3/10/14 CC meeting 300.00 04/15/2014 101-41910-431990 5,631.59Check Total: Vendor:1405 OFFICEMAX INCORPORATED Check Sequence: 82 ACH Enabled: False 557545 (1) ct copy paper, (1) pk staples, (1) foam tape, ect 86.03 04/15/2014 101-43110-420990 876295 (2) pk batteries, (1) pk file jackets 69.03 04/15/2014 101-43110-420990 155.06Check Total: Vendor:2131 ONVOY VOICE SERVICES Check Sequence: 83 ACH Enabled: True 140402008669 Voice - 4/2-5/1/14 A-Links; 3/25/14 Dips 1,326.99 04/15/2014 655-49860-430910 1,326.99Check Total: AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 12 Invoice No Description Amount Payment Date Acct Number Reference Vendor:2131 ONVOY VOICE SERVICES Check Sequence: 84 ACH Enabled: True 140402010657 Voice - Operator Services; Wholesale Switching & 800 Switched 448.41 04/15/2014 655-49860-430910 448.41Check Total: Vendor:1419 PAN O GOLD CO ST CLOUD Check Sequence: 85 ACH Enabled: True 010004409406 re-sale 31.32 04/15/2014 226-45127-425410 31.32Check Total: Vendor:3339 PATCHIN MESSNER DODD AND BRUMM PATCHIN MESSNER APPRAISALS INC Check Sequence: 86 ACH Enabled: True 21345 ZRCFOS - Appraisal; ect. 7th St & Fallon Dr 7,895.00 04/15/2014 101-41310-431990 21345-A ZRCFOS - Finalized appraisal; ect. 7th St & Fallon Dr 479.50 04/15/2014 101-41310-431990 8,374.50Check Total: Vendor:1273 PAUSTIS & SONS WINE CO Check Sequence: 87 ACH Enabled: False 8443261 re sale 490.49 04/15/2014 609-49750-425300 8443261 freight 8.75 04/15/2014 609-49750-433300 499.24Check Total: Vendor:1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 88 ACH Enabled: False 2580924 re sale 2,063.23 04/15/2014 609-49750-425100 2580924 freight 29.08 04/15/2014 609-49750-433300 2580925 freight 27.80 04/15/2014 609-49750-433300 2580925 re sale 1,370.50 04/15/2014 609-49750-425300 2581810 re sale 2,190.90 04/15/2014 609-49750-425100 2581810 freight 36.14 04/15/2014 609-49750-433300 2581811 re sale 1,190.49 04/15/2014 609-49750-425300 2581811 freight 51.43 04/15/2014 609-49750-433300 2583444 re sale 7,892.06 04/15/2014 609-49750-425100 2583444 freight 150.11 04/15/2014 609-49750-433300 2583445 freight 8.34 04/15/2014 609-49750-433300 2583445 re sale 608.00 04/15/2014 609-49750-425300 3524224 -13.08 04/15/2014 609-49750-425100 3524310 -156.00 04/15/2014 609-49750-425100 3524310 -1.39 04/15/2014 609-49750-433300 15,447.61Check Total: Vendor:3574 PREFERRED TITLE INC Check Sequence: 89 ACH Enabled: False FileNo.01009-14 Closing on building 275,000.00 04/15/2014 213-46522-443990 FileNo.01009-14 Closing on building - fees 2,829.25 04/15/2014 213-46522-443990 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 13 Invoice No Description Amount Payment Date Acct Number Reference 277,829.25Check Total: Vendor:3686 RANDYS SANITATION INC Check Sequence: 90 ACH Enabled: False 1-209488-3 April 2014 - shredding service 15.41 04/15/2014 655-49870-431990 1-209489-1 April 2014 - shredding service 15.41 04/15/2014 217-41990-431990 1-209490-9 April 2014 - shredding service 15.41 04/15/2014 101-41940-431990 46.23Check Total: Vendor:1474 PATRICIA A SALZWEDEL Check Sequence: 91 ACH Enabled: True 4/15/14 Contract 1,593.75 04/15/2014 101-42700-431200 1,593.75Check Total: Vendor:3675 GARY SETRUM Check Sequence: 92 ACH Enabled: False 3/19/14 refereed 2 games 3/19/14 70.00 04/15/2014 226-45127-430160 3/23/14 refereed 2 games 3/23/14 70.00 04/15/2014 226-45127-430160 140.00Check Total: Vendor:3678 MORGAN SHEPHERD Check Sequence: 93 ACH Enabled: False 03/30/14 refereed 4 games 3/30/14 140.00 04/15/2014 226-45127-430160 03/31/14 refereed 2 games 3/31/14 70.00 04/15/2014 226-45127-430160 3/16/14 refereed 4 games 3/16/14 & 4 games 3/19/14 280.00 04/15/2014 226-45127-430160 3/23/14 refereed 4 games 3/23/14 70.00 04/15/2014 226-45127-430160 4/2/14 refereed 2 games 4/2/14 70.00 04/15/2014 226-45127-430160 630.00Check Total: Vendor:2497 SHERBURNE WRIGHT CABLE COMMISSION Check Sequence: 94 ACH Enabled: True TDS/Br FQ3 2013 Cable francise fees - Q 3 2013 TDS/Bridgewater 3,565.54 04/15/2014 101-00000-208020 TDS/Br PQ3 2013 Cable PEG fees - Q 3 2013 TDS/Bridgewater 765.85 04/15/2014 101-00000-208020 4,331.39Check Total: Vendor:1361 SHRED IT USA INC Check Sequence: 95 ACH Enabled: False 9403092694 Shredding service 44.60 04/15/2014 101-41940-431990 9403092716 Shredding service 40.00 04/15/2014 101-43110-431990 9403222784 Shredding service 47.72 04/15/2014 655-49870-431990 9403223091 Shredding service 44.60 04/15/2014 101-43110-431990 9403223092 Shredding service 44.60 04/15/2014 217-41990-431990 9403223239 Shredding service 44.60 04/15/2014 101-41940-431990 9403361302 Shredding service - pro-rate to 2/28/14 24.00 04/15/2014 101-41940-431990 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 14 Invoice No Description Amount Payment Date Acct Number Reference 9403361309 Shredding service - pro-rate to 2/28/14 24.00 04/15/2014 101-43110-431990 9403361310 Shredding service - pro-rate to 2/28/14 24.00 04/15/2014 217-41990-431990 9403361341 Shredding service - pro-rate to 2/28/14 25.65 04/15/2014 217-41990-431990 363.77Check Total: Vendor:1487 CATHY SHUMAN Check Sequence: 96 ACH Enabled: True 2/18-4/1/14 Buffalo - (2) city hall; (2) courthouse; (1) Wild Marsh 57.12 04/15/2014 101-41310-433100 57.12Check Total: Vendor:1490 CYNTHIA R SIMPSON Check Sequence: 97 ACH Enabled: False 894115 March 2014 Firehall cleaning 100.00 04/15/2014 101-42200-431100 100.00Check Total: Vendor:2212 SINCLAIR TELEVISION GROUP INC Check Sequence: 98 ACH Enabled: False Mar - 14 WUCW March 2014 300.24 04/15/2014 655-49860-430920 300.24Check Total: Vendor:3688 SOURCEONE SOLUTIONS LLC Check Sequence: 99 ACH Enabled: False 3967 Conversion; Implementation & Installation 10,000.00 04/15/2014 655-49870-431990 3967 Training - travel expense reimbursement through March 26 2014 893.20 04/15/2014 655-49870-431990 10,893.20Check Total: Vendor:3309 SOUTHERN WINE & SPIRITS OF MINNESOTA Check Sequence: 100 ACH Enabled: False 1147421 re sale 808.91 04/15/2014 609-49750-425100 1147421 freight 13.33 04/15/2014 609-49750-433300 1147422 freight 14.37 04/15/2014 609-49750-433300 1147422 re sale 604.50 04/15/2014 609-49750-425300 1,441.11Check Total: Vendor:1497 SPECTRUM SUPPLY COMPANY Check Sequence: 101 ACH Enabled: True 239257 (2) cs liners; (1) 4/1 gal detergent 93.75 04/15/2014 101-45501-421100 239257 (1) cs 12/1000 2 ply 9" tissue 32.87 04/15/2014 101-45501-421990 240108 (2) cs liners 70.48 04/15/2014 655-49870-421110 197.10Check Total: Vendor:2564 SPORTS PRO LLC Check Sequence: 102 ACH Enabled: True 134 prev maint & diagnose - treadmill, elliptical, row mach, ect 255.00 04/15/2014 226-45122-440800 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 15 Invoice No Description Amount Payment Date Acct Number Reference 255.00Check Total: Vendor:1710 ST CLOUD OVERHEAD DOOR COMPANY Check Sequence: 103 ACH Enabled: False 0139849 labor - trouble shot opener worked every time 2/14/14 88.00 04/15/2014 101-43127-431990 0140259 labor/supp - replaced torsion shaft prts (water dept off bldg) 794.95 04/15/2014 601-49440-422300 882.95Check Total: Vendor:1506 STRATEGIC EQUIPMENT & SUPPLY Check Sequence: 104 ACH Enabled: False 2172469 (1) cs 16/250 towel multifold white 24.68 04/15/2014 609-49754-421990 24.68Check Total: Vendor:1522 THORPE DISTRIBUTING COMPANY Check Sequence: 105 ACH Enabled: True 810651 Credit -47.00 04/15/2014 609-49750-425200 814571 re sale 357.10 04/15/2014 609-49750-425200 814572 re sale 35.10 04/15/2014 609-49750-425400 814573 re sale 18,233.45 04/15/2014 609-49750-425200 18,578.65Check Total: Vendor:2252 TOWER DISTRIBUTION COMPANY Check Sequence: 106 ACH Enabled: False 351686 WGN March 2014 207.55 04/15/2014 655-49860-430920 207.55Check Total: Vendor:2397 TOWMASTER Check Sequence: 107 ACH Enabled: False 356751 (1) 29 pin male connector 127.53 04/15/2014 101-43120-422110 127.53Check Total: Vendor:3512 TRILEAF Check Sequence: 108 ACH Enabled: False 10094897 ZTOWER - NEPA Report 1,000.00 04/15/2014 101-41910-431990 1,000.00Check Total: Vendor:2268 UNIVERSAL SERVICE ADMINISTRATIVE COMPANY Check Sequence: 109 ACH Enabled: True UBDI0000678612 FiberNet Monticello Filer 499 ID: 828118 14,223.69 04/15/2014 655-49870-431970 14,223.69Check Total: Vendor:2268 UNIVERSAL SERVICE ADMINISTRATIVE COMPANY Check Sequence: 110 ACH Enabled: True UBDI0000684609 FiberNet Monticello Filer 499 ID: 828118 14,223.69 04/15/2014 655-49870-431970 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 16 Invoice No Description Amount Payment Date Acct Number Reference 14,223.69Check Total: Vendor:2534 VAULTAS ALEXANDRIA LLC Check Sequence: 111 ACH Enabled: True 1765 Data - May 2014 Gigabit Transport; Cross Connect; Rack Space 2,849.00 04/15/2014 655-49860-430930 2,849.00Check Total: Vendor:1550 VEOLIA WATER N AM OPERATING SERV LLC VEOLIA WATER N AM OPERATIONS INC Check Sequence: 112 ACH Enabled: False 00035889 April 2014 68,300.00 04/15/2014 602-49480-430800 68,300.00Check Total: Vendor:1550 VEOLIA WATER N AM OPERATING SERV LLC VEOLIA WATER N AM OPERATIONS INC Check Sequence: 113 ACH Enabled: False 00036005 12C003 Progress Inv #15 WWTP DEEP - Upgrades Ph 1 Design 1,651.54 04/15/2014 602-00000-165010 1,651.54Check Total: Vendor:1552 VIKING COCA COLA BOTTLING CO Check Sequence: 114 ACH Enabled: True 173594 re sale 359.40 04/15/2014 609-49750-425400 359.40Check Total: Vendor:1684 VINOCOPIA Check Sequence: 115 ACH Enabled: True 95825 re sale 96.00 04/15/2014 609-49750-425300 95825 freight 5.00 04/15/2014 609-49750-433300 101.00Check Total: Vendor:3357 VUBIQUITY Check Sequence: 116 ACH Enabled: True Mar - 14 PPV and VOD March 2014 907.08 04/15/2014 655-49860-430920 907.08Check Total: Vendor:1557 DEBRA A WARD Check Sequence: 117 ACH Enabled: True 2013 Lic Renew Building Official Ind Personal Lic 2013 renewal - D.W. 66.00 04/15/2014 101-42400-443700 66.00Check Total: Vendor:3683 BRADLEY WEBER Check Sequence: 118 ACH Enabled: True 03/31/14 refereed 2 games 3/31/14 70.00 04/15/2014 226-45127-430160 3/19/14 refereed 2 games 3/19/14 70.00 04/15/2014 226-45127-430160 4/2/14 refereed 1 game 4/2/14 35.00 04/15/2014 226-45127-430160 175.00Check Total: AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 17 Invoice No Description Amount Payment Date Acct Number Reference Vendor:1567 WES OLSON ELECTRIC LLC Check Sequence: 119 ACH Enabled: False 6534 labor - Mississippi rm lights flickering 65.00 04/15/2014 226-45122-440100 65.00Check Total: Vendor:2235 WH RESPONSE Check Sequence: 120 ACH Enabled: False 150-1682-1611 B 12C002 - Final - 5% Street Light Service labor and materials 4,520.00 04/15/2014 400-43300-459010 4,520.00Check Total: Vendor:2651 WILSON DEVELOPMENT SERVICES LLC Check Sequence: 121 ACH Enabled: True 22848 MGFARM - Acquisition & Relocation Serv - Montgomery Frms-service 726.00 04/15/2014 213-46522-431990 22848 MGFARM - Acquisition & Relocation Serv - Montgomery Frms-expense 63.12 04/15/2014 213-46522-431990 22871 MGFARM - Acquisition & Relocation Serv - Montgomery Frms-service 279.25 04/15/2014 213-46522-431990 22871 MGFARM - Acquisition & Relocation Serv - Montgomery Frms-expense 3.15 04/15/2014 213-46522-431990 1,071.52Check Total: Vendor:2728 WINDSTREAM COMMUNICATIONS Check Sequence: 122 ACH Enabled: False 14068-70311 2/10-3/9/14 Usage charges - Intrastate 3.09 04/15/2014 655-49860-430910 3.09Check Total: Vendor:1573 WINE MERCHANTS INC Check Sequence: 123 ACH Enabled: False 496690 re sale 1,084.00 04/15/2014 609-49750-425300 496690 freight 10.43 04/15/2014 609-49750-433300 497621 re sale 1,315.41 04/15/2014 609-49750-425300 497621 freight 18.07 04/15/2014 609-49750-433300 2,427.91Check Total: Vendor:2645 WRIGHT CO AUDITOR-TREAS Check Sequence: 124 ACH Enabled: False Easement Grant of permanent easement for public trail purposes 1.00 04/15/2014 101-41310-443990 1.00Check Total: Vendor:1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 125 ACH Enabled: True April 2014 April 2014 91,250.00 04/15/2014 101-42100-430500 91,250.00Check Total: Vendor:1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 126 ACH Enabled: True 4/8/14 Fines and Fees March 2014 4,749.41 04/15/2014 101-00000-208020 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 18 Invoice No Description Amount Payment Date Acct Number Reference 4,749.41Check Total: Vendor:1611 WRIGHT COUNTY MAYORS ASSOCIATION Check Sequence: 127 ACH Enabled: False 2014 Membership 2014 Annual membership dues 200.00 04/15/2014 101-41110-443300 200.00Check Total: Vendor:1585 XCEL ENERGY Check Sequence: 128 ACH Enabled: False 3/28/14 51-6505916-3 13,435.50 04/15/2014 101-43160-438100 3/28/14 51-6505907-2 66.21 04/15/2014 101-43140-438100 3/28/14 51-6505908-3 15.42 04/15/2014 101-42500-438100 4/2/14 51-6505914-1 1,386.35 04/15/2014 101-43127-438100 4/2/14 51-6505915-2 1,207.99 04/15/2014 101-45201-438100 4/2/14 51-6505915-2 348.10 04/15/2014 601-49440-438100 4/2/14 utx - 51-6505915-2 43.39 04/15/2014 226-45203-438100 4/2/14 utx - 51-6505915-2 61.09 04/15/2014 101-45203-438100 4/2/14 51-6505906-1 1,295.75 04/15/2014 602-49490-438100 4/3/14 51-6505905-0 8,822.44 04/15/2014 601-49440-438100 26,682.24Check Total: Vendor:3654 YOCUM OIL COMPANY Check Sequence: 129 ACH Enabled: False 618376 965.00 gal diesel fuel 3,708.52 04/15/2014 101-43120-421200 619642 440.6 gal diesel fuel 1,669.65 04/15/2014 101-43120-421200 619643 935.9 unleaded fuel 2,977.20 04/15/2014 101-43120-421200 8,355.37Check Total: Total for Check Run: Total of Number of Checks: 782,352.81 129 AP-Computer Check Proof List by Vendor (04/09/2014 - 2:08 PM)Page 19 The preceding list of bills payable was reviewed and approved for payment. Date: 4/14/14 Approved by: _____________________________________ Mayor Clint Herbst User: Printed:04/02/2014 - 1:35PM Ann.Zimmerman Computer Check Proof List by Vendor Accounts Payable Batch:00204.04.2014 - 204.04.2014 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor:3680 BRIAN ESTREM Check Sequence: 1 ACH Enabled: True 1 March 2014 management fee 11,500.00 04/02/2014 655-49870-430700 1 February 2014 management fee - pro-rated (6) days 3,000.00 04/02/2014 655-49870-430700 14,500.00Check Total: Total for Check Run: Total of Number of Checks: 14,500.00 1 AP-Computer Check Proof List by Vendor (04/02/2014 - 1:35 PM)Page 1 The preceding list of bills payable was reviewed and approved for payment. Date: 4/14/14 Approved by: _____________________________________ Mayor Clint Herbst CityCouncilAgenda:4/14/2014 1 5B.ConsiderationofapprovingnewhiresanddeparturesforCitydepartments (TE) A.REFERENCEANDBACKGROUND: TheCouncilisaskedtoratifythehiringanddeparturesofemployeesthathaveoccurred recentlyinthedepartmentslisted.ItisrecommendedthattheCouncilofficiallyratifythe hiring/departureofalllistedemployeesincludingpart-timeandseasonalworkers. A1.BudgetImpact:(positionsaregenerallyincludedinbudget) A2.StaffWorkLoadImpact:Ifnewpositions,theremaybesometraining involved.Ifterminatedpositions,existingstaffwouldpickupthosehours,as needed,untilreplaced. B.ALTERNATIVEACTIONS: 1.Motiontoratifythehire/departuresoftheemployeesasidentifiedontheattached list. 2.Motiontodenytherecommendedhiresanddepartures. C.RECOMMENDATION: BystatutetheCityCouncilhastheauthoritytoapproveallhires/departures.Citystaff recommendsAlternative#1,fortheCounciltoapprovethehiresand/ordeparturesas listed. D.SUPPORTINGDATA: Listofnew/terminatedemployees Name Title Department Hire Date Class Amy Conard Life Guard MCC 3/26 PT Name Reason Department Last Day Class Noah Gruhlke Voluntary MCC 3/7 PT Aaron Bethke Voluntary Parks 3/11 Seasonal NEW EMPLOYEES TERMINATING EMPLOYEES New Hire and Terms City Council 2014: 4/8/2014 CityCouncilAgenda:04/14/14 1 5C.ConsiderationofapprovingaSpecialEventPermitallowinguseofcitystreetsand relatedassistanceinconjunctionwiththeMemorialDayparadeonMay26,2014. Applicant:MonticelloAmericanLegion.(AS/TM) A.REFERENCEANDBACKGROUND: TheCityCouncilisaskedtoconsiderapprovalofuseofcitystreetsandboulevards,as wellasrelatedCityassistance,forthe41st AnnualMemorialDayParade,coordinatedby theMonticelloLegionandtheVFW. TheeventisscheduledtooccuronMemorialDay,MondayMay26th.Theparadebegins at12:00AMandendsat1:30PM.TheparaderoutebeginsandendsatthePinewood ElementarySchoolparkinglot.Afullroutemapisattachedforreference.Theparade itselfincludesapproximately9-11units.TheLegionandtheVFWhascoordinated clean-upfortheevent. Staffassistancewiththeparadeislimitedonlytocoordinationfortrafficcontrolwiththe StreetsDepartment. Forreference,specialeventpermitsarerequiredinanycircumstanceinwhichcity resources(streets,boulevards,parks,labor,equipment,etc.)areutilizedasameansof obtainingCouncilauthorizationfortheuseofrequestedresources.Specialeventpermits arealsorequiredforeventsonprivateproperty,whentheeventwilldrawover100 peopleforapurposeoutsidethenormalprincipaluseofthesite. Theapplicantisalsorequiredtoprovideasatisfactorycertificateofliabilitycoveragefor theevent,withtheCitynamedasadditionalinsured.TheMonticelloVFWhasprovided acertificateofinsuranceforthispermit. A1.BudgetImpact:None. A2.StaffWorkloadImpact:Asinpreviousyears,theStreetsDepartmenthas,and willcontinue,toworkwithLegionandVFWrepresentativesonanytraffic controlneedsfortheparaderoute. B.ALTERNATIVEACTIONS: 1.MotiontoapprovetheSpecialEventPermitallowinguseofcitystreetsand relatedassistanceinconjunctionwiththeMemorialDayparadetoberunbythe MonticelloLegionandVFWonMay26,2014. 2.MotiontodenytheSpecialEventPermitatthistime. CityCouncilAgenda:04/14/14 2 C.STAFFRECOMMENDATION: CitystaffsupportsAlternative#1infavoroftheSpecialEventpermitfortheMemorial Dayparade.Thereisnoapplicationfeeasthecityfeeschedulewaivesthisfeefor parades. D.SUPPORTINGDATA: A.EventApplication&Narrative B.ParadeRoute C.InsuranceCertificate CityCouncilAgenda:04/14/2014 1 5D.ConsiderationofacceptingquotesandauthorizingpurchaseofaBanditBrush chipperbytheParksDepartment (TP) A.REFERENCEANDBACKGROUND: CityCouncilisaskedtoacceptquotesfromTri-StateBobcatandTrenchersPlusto authorizethepurchaseofaBandit990XPfortheParksDepartment.Thepurchaseis incorporatedwiththeproposalforacapitalequipmentbondpreviouslyapprovedby Council.Thestatebidpricingforequipmentisincludedonbothquotes.Staffmetwith theTSACcommittee.BothcommitteemembersandFinanceDirectorWayneOberg wereinagreementforthereplacementofouroldchippercurrentlybeingused,the1991 BrushBandit. A1.BudgetImpact:Thepurchasepriceofthe2014BrushBandit,withthetrade-in fortheoldchipperincluded,is$27,727.94.TheCityissuedcertificatesof indebtednesstotaling$500,000inApril2013forpurchaseofthisandother equipment.Pleaseseetheattachedlistofscheduledcapitalequipment. Includingthechipper,thesalestaxsavingsisapproximately$4,500forpurchases afterthebeginningofthe2014.TheCentralEquipmentFundwillpurchasethe chipperandleaseittotheGeneralFundforapproximately$4,700peryearfor sevenyears.Theleasepaymentsprovidefundsforfutureequipmentpurchases. A2.StaffWorkloadImpact:Improvestaffefficiencieswithlessequipmentfailure andsafetyimprovements. B.ALTERNATIVEACTIONS: 1.Motiontoacceptquotesandauthorizepurchaseofa2014BrushBandit990XP fromTri-StateBobcatatacostof$27,727.94,whichincludesthetrade-inofthe existingequipment. 2.MotiontodenythepurchaseofBandit990XPatthistime. C.STAFFRECOMMENDATION: Citystaffrecommendspurchasingthenew2014BrushBanditfromTri-StateBobcatas outlinedinAlternative#1. D.SUPPORTINGDATA: A.StatebidpricingandquotefromTri-StateBobcat B.Picturesofnewequipmentproposed C.AlternatequotefromTrenchersPlus D.Pictureofoldmodel200Brushbandit E.ScheduleofCapitalEquipment 1 BethGreen From:NickKentros<nickk@tristatebobcat.com> Sent:Friday,March21,20142:14PM To:TomPawelk Subject:BanditQuoationRevised Attachments:bandit_37501_1395428614.pdf Tom, Attachedisarevisedquotationreflecting2014statecontractpricing,the4placetoolholderisnotonthestate contractsotechnicallywereareundercontractpricingby$250.00.Ihavealsogivenyouanother$1,000.00dollarson yourtradevalueraisingitto$5,000.00tobringusclosertolastyear'sstatecontractprice.Letmeknowifyouneed anythingelse. ThanksTom!!! NickKentros 3101SpruceSt LittleCanada,MN55117 Office:(651)407-3727 Direct:(651)407-7253 Cell:(651)587-7533 Fax:(651)217-5770 www.tristatebobcat.com AttachedisaquotationautomaticallygeneratedfromouronlineconfiguratorfromBanditIndustries,Inc.Acrobat readerisrequiredtoview/printthedocument.Pleasecontactusifyouhaveanyquestions.Thankyou. Tri-State Bobcat 1800 W Hwy 13 Burnsville, MN 55337 USA 952-894-0894 (Phone) www.tristatebobcat.com QUOTATION Quote #Quote Created Last Updated Salesperson 37501 January 17, 2014 01:27 PM by Tri-State Bobcat March 21, 2014 02:03 PM by Tri-State Bobcat Nick Kentros CUSTOMER:BILL TO:SHIP TO: City of Monticello 909 Golf Course Road Monticello, MN 55362 USA 763-271-3276 (Phone) Tom Pawelk (Contact) Tri-State Bobcat 1800 W Hwy 13 Burnsville, MN 55337 USA 952-894-0894 (Phone) Tri-State Bobcat 3101 Spruce St Little Canada, MN 55117 USA 651-407-3727 (Phone) MODEL 990XP (12" DRUM STYLE) BRUSH BANDIT Qty Part #Description 1 MODEL-990 Model 990XP - (12" Drum Style) Brush Bandit STANDARD EQUIPMENT Qty Part #Description 1 STANDARD Spring loaded slide box type feed system with (2) horizontal feed wheels 7 1/2" diameter x 16 3/8" wide, driven by (2) 15.5 hydraulic motors (Provides approximately 1,646.93 lbs of pulling power for each feed wheel) 1 STANDARD Top feed wheel jack mount with locking pin to raise & lock top feed wheel using tongue jack (not provided when hydraulic lift cylinder option is selected) 1 STANDARD 29" high x 54" wide tapered infeed hopper with 30" fold down infeed hopper tray, heavy-duty taillight covers, and spring lift assists 1 STANDARD 360 degree manual swivel discharge chute with 12" adjustable chip deflector 1 STANDARD Clean out and inspection door on discharge 1 STANDARD 24" diameter x 18 3/4" wide chipper drum with (4) 5/8" x 5 1/2" x 9" dual edge knives 1 STANDARD 12 gallon steel hydraulic tank with magnetic drain plug, lockable filler cap, and aluminum sight gauge 1 STANDARD 24 1/2 gallon steel fuel tank with magnetic drain plug, lockable filler cap, and aluminum sight gauge 1 STANDARD 12 volt system with rubber mounted LED taillights, 6 prong replaceable coiled power cord & protected heavy-duty wiring with junction box, and LED clearance lights with reflectors. 1 STANDARD 5,000 pound capacity tongue jack with 15" of travel and foot pad 1 STANDARD 3/16" x 2" x 4" rectangular tubing with a 1/4" x 3" x 4" tubular tongue 1 STANDARD Banded chipper belts 1 STANDARD Safety control bar controls forward / neutral / reverse 1 STANDARD Engine disable plug for hood locking pin-preventing engine from operating without pin in place 1 STANDARD Wooden pusher tool with mount on infeed hopper 1 STANDARD (2) Last chance safety pull cables 1 STANDARD Weather resistant manual container 1 STANDARD Safety DVD, (2) 6" wide x 9" tall Bandit operator's manuals (one paper copy and one waterproof copy tethered to machine) and (1) engine operator's manual 1 STANDARD Spanish & English combination safety decals PAINT Qty Part #Description 1 333-32273 Standard Imron Industrial Urethane Bandit Yellow ENGINE Qty Part #Description 1 990-RC0997-581 Perkins 804D-34T, 84.5 horsepower with over center style clutch - Tier 3 (slant roof) AXLE Qty Part #Description 1 990-100447 Single 7,000 pound Torflex EZ lube electric brake axle TIRES/RIMS Qty Part #Description 1 990-1013-42 (2) 265/75R 16" tires mounted on 8-bolt white spoke rims (Tire is approximately 10.43" wide, tire capacity is 3,415 pounds each) FENDERS Qty Part #Description 1 990-100415 Aluminum bolt on fenders (Approximately 1/8" thick) HITCH Qty Part #Description 1 990-100274 2 1/2" Wallace Forge pintle hitch ADD-ON OPTIONS Engine Related Options Qty Part #Description 1 990-1011-70 Reversing Auto Feed with digital tach/hour meter for drum-style chipper (Unit with standard feed system) Hydraulic Options Qty Part #Description 1 990-1011-71 Hydraulic lift cylinder for top feed wheel (controlled manually unless wireless radio remote option is selected) 1 990-100055 In-line Hydraulic pressure check system Trailer Related Options Qty Part #Description 1 990-100089 7-PRONG (Flat Pin/RV-Style) Male trailer plug 1 990-100082 (2) Mud Flaps (1/4" x 12" x 18") 1 990-100759 Telescoping tongue with single 20" adjustment Miscellaneous Options Qty Part #Description 1 990-100079 Lockable aluminum tool box 1 990-100131 Pole style cone holder SPECIAL OPTIONS Special Miscellaneous Options Qty Part #Description 1 990-100953 4 place tool holder for shovel and rakes CUSTOMER TOTALS Customer Net Unit Price:$ 32727.94 Customer Allowances / Trade-In: (1991 Bandit S/N: 004168):- $ 5000.00 Customer Total After Allowances/Trade-In:$ 27727.94 Customer Total:$ 27727.94 COMMENTS Comment By Tri-State Bobcat on 03/21/2014 02:03 PM Pricing per MN State Contract C796-102012 SIGNATURE The Buyer, whose name and address appears above, agrees to purchase from the Seller, whose name and address appears above, the above equipment at the prices stated and upon the terms and conditions of this agreement. X Signature Date MODEL 990XP 12” Capacity Hand-Fed Chipper The Bandit Model 990XP is a compact, 12-inch diameter capacity drum-style hand fed chipper speciﬁcally designed for municipalities, rental companies, and tree services looking for a high- performance, compact chipper to rapidly process brush, limbs, and small trees. The solid steel welded construction, proven feed system, durable components, and chip throwing technologies on the Model 990XP make it one of the most productive and reliable 12" capacity drum-style chippers available on the market today. Engine options are available from most major engine suppliers ranging from 49.4 to 130 horsepower. COMPACT AND POWERFUL. • Aggressive feed systems for unmatched pulling and compressing power • 24” diameter drum with impressive 17” wide throat opening • Gas or diesel engine options available FIND US ONLINE WWW.BANDITCHIPPERS.COM 6750 Millbrook Rd. • Remus, MI 49340 • 1-800-952-0178 Rugged, Compact Unit Weighing in at under 5,500 pounds, the Model 990XP is ideal for tree services, rental yards and municipalities looking for a compact, high-performance hand-fed chipper. Heavy-duty components ensure long life and trouble-free operation, even when chipping bigger, tougher material. Competitive Drum Size Many competitive chippers in this class feature 20” or 22” diameter drums. The 990XP features a reinforced 24” diameter drum, with welded steel construction. This drum unit matches the high production of a larger diameter drum chipper, without the added bulk. Powerful Slide Box Feed System The Model 990XP is equipped with two horizontal 17” wide by 7-½” diameter feed wheels mounted in Bandit’s patented Slide Box Feed System. This system makes it easy to chip large diameter branches, multiple stems and small trees. The dual feed wheels are powered by 15.5 CID motors generating not just adequate, but excessive force to aggressively pull in and compress limby material. Wide Infeed Openings Large infeed hopper and throat openings help funnel material into the chipper, reducing operator fatigue and increasing production. The 29” high x 54” wide infeed hopper opening easily accommodates limby material. The infeed hopper slopes down 3º, reducing the effort associated with feeding material up to 12” in diameter. HAND-FED CHIPPERS STUMP GRINDERS WHOLE TREE CHIPPERS BEAST ® RECYCLERS TRACK CARRIERS CALL YOUR LOCAL BANDIT SALES REPRESENTATIVE TO SCHEDULE A DEMONSTRATION TODAY! Many Ways to Conﬁgure Your Model 990XP Self-Propelled Available with a track undercarriage, the Model 990XP can be taken right to the trees. Hydraulic Winch This useful option enables the operator to pull large material to the chipper with ease. Gas or Diesel Engine Options Bandit offers a wide variety of gas and diesel engine options to choose from. Model 990XP can be taken right to the trees. Speciﬁcations Standard Dimensions: Length (tray closed): 13' 5" Height: 8' Length (tray open): 16' Width: 6' 8" Feed Rate: 115 FPM Weight: 5,200 lbs. Feed System: Slide Box, (2) 17” adjustable springs, (2) horizontal feed wheels Displacement (CID): 15.5 Hydraulic Motors: 2 Chipper Drum: 24" diameter x 18-¾" wide drum with four 5/8" x 5-½" x 9" knife pockets Discharge: 360º RPM: 1,530 Deflector: 3-Position / Manual Frame: ¼" x 3" x 4" tubing with 12 gauge aluminum fenders Tongue Jack: 5,000 lb. "Bulldog" Capacities: Fuel Tank: 24-½ gallons Machine Capacity: 12" Hydraulic Tank: 12 gallons Throat Opening: 13" x 17" Engine Options: 49.4 - 130 Horsepower Gas and Diesel options available Standard & Custom Colors Available Choose from six standard colors, or select a custom color to match your ﬂeet. Alert Orange Cat Yellow Bandit Yellow GreenBlackWhite 1 BethGreen From:PatHaines<pat@trenchersplus.com> Sent:Tuesday,March25,20147:57AM To:TomPawelk Cc:pat@trenchersplus.com Subject:NewQuoteonMorbarkM12RChipper Attachments:CityofMonticelloM12R062513.doc GoodMorningTom,IhavereworkedtheOriginalQuoteontheMorbarkM12RBrushChipper…IwantYourBusinessand indoingsoIincreasedthetradeamountfrom$3500.00to$5500.00onYourBrushBandit.tooffsetthepriceincreaseof $2,041.00.Sowiththat beingsaidYouwillonlyseea$41.00increaseonthisNewQuotebaseprice.Iwouldreallyliketo talktoYoutomakethisclearI’mgoingtotryafterIsendthis,ThanksPat PatHaines SalesandRentals TrenchersPlus,Inc. 612-968-6906Cell 952-890-6000office 2309 W Hwy. 13 Burnsville, MN 55337 Ph: 952-890-6000 Fax: 952-890-4563 www.trenchersplus.com March 23,2014 City of Monticello 909 Golf Course Rd. Monticello, MN 55362 Attn: Tom Pawelk In line with our conversation, Trenchers Plus, Inc. is pleased to quote the following MN State Bid Morbark Chipper: 1- New MORBARK M12R Drum Chipper Chipper inch capacity 12" Weight 5,600 lbs. CAT 84 HP Diesel Engine Fuel tank size 24-1/2 Gal Instrumentation Electronic Control Panel Trailer tires 245/75R x 16 radial tires Trailer suspension type & capacity 6,000 lb Tor -Flex suspension axle Trailer Brakes Electric Feed table length 48" Distance from feed roller to ground 24" Feed roller size and configuration Dual Horizontal 17 " x 9" dia. with Hydraulic In-feed Down Pressure Chipper cutting wheel size 14-1/2 wide x 21-3/8" Dia. Drum Number of chipper knives (2) Two Knife description information Dual Edged Height of discharge chute 8' 5" Automatic Feed System Manual Chute rotation 360 degrees manual with 6 stop/lock positions Hydraulic tank capacity 17 gallon Warranty One year with two year /3,000 hour on MORBARK Manufactured Components MN State Bid 2013 $30,241.00 Bandit 200+ Chipper Trade ($ 5,500.00) Total Special Price $24,741.00 Optional Equipment: 5.1 Variable Speed Flow Control $ 300.00 4.9 Hydraulic Winch $ 4,075.00 6.3 Special Paint (Green) $ 400.00 We appreciate the opportunity and look forward to servi ng your future equipment needs. Sincerely, Pat Haines Trenchers Plus, Inc. Burnsville, MN 55337 612-968-6906 Old Chipper Scheduled For Replacement ScheduleofCapitalEquipment 4/07/2014 Acquired Ref.EquipmentDescription Amount Todate Balance 1LaserFiche65,000$-65,000$ 2MidsizeTractor92,50092,500 3PaintStripingSprayer10,00010,000 4Two-tonMiniDumpTruck70,00052,73017,270 5MiniTackTrailer35,00035,000 6Two-tonMiniDumpTruck75,00060,47914,521 7ThreeMowers95,00095,000- 8BrushChipper35,00027,7287,272 9Van22,50022,500 500,000$235,937 264,063$ CityCouncilAgenda:4/14/14 1 5E.ConsiderationofamendingtheCity’stobaccopolicytotreate-cigarettesthesameas othertobaccoproducts (KB) A.REFERENCEANDBACKGROUND: TheCommunityCenterhashadacoupleofincidents,thatwe’veseenorbeenmade awareof,whereguestsoftheCommunityCenterare“smoking”electroniccigarettesin thebuilding.ThoughtheCommunityCenter/Citycurrentlyhasnopolicyfore- cigarettes,wefeelit’sinappropriatetohavethemusedintheMCCfacility.Thereis currentlynolawagainsttheiruseinbuildings;however,facilitiesareabletoadopttheir ownpoliciesforelectroniccigarettes. Weknowthattherearestudiescurrentlyunderwaytodetermineiftheexpelledvaporis harmfultoindividualssecondhand.Thislackofknowledgeofanyhealththreatsis concerning,butourmaindesiretobane-cigarettesfromtheCommunityCenterisrelated toourstatusasafamilyfacilityandafitnessfacility.Thisissuewasdiscussedand approvedbytheCommunityCenterAdvisoryBoardtorecommendthattheCityCouncil amendourtobaccopolicytonotallowelectroniccigarettesbecauseitdoesnotfitwith ourobjectives. ThisissuewasthenfurtherdiscussedataCitystaffmeetingandtheconsiderationwas raisedtomakethisabaninallcitybuildingssimilartotobacco.TheCommunityCenter istheonlycitybuildingthathasatobaccopolicyapprovedbyCouncilprohibiting smokingwithinacertaindistancefromthebuilding.Othercitybuildingsfallunderthe FreedomtoBreatheActof2007whichwasanexpansionoftheCleanIndoorAirActof 1975.AlldepartmentheadsoperatingintheCity’sbuildingswerecontactedandagreed withtheprohibitionofelectroniccigarettesintheirbuildings.ThisincludestheLiquor Store,theDMV,thePublicWorksbuildings,bothFiberNetMonticellobuildings,the FireStationandtheLibrary.TheSeniorCenterandtheNationalGuardwereadvisedof thisnewpolicyrequestandsupportedit. WeareaskingtheCounciltoapproveapolicywhereelectroniccigaretteusewouldbe bannedinthesamemannerthattobaccoandtobaccoproductsarebannedinpublic buildingsandspecificallyaddingelectroniccigarettestotheCommunityCenter’scurrent tobaccopolicy. A1.BudgetImpact:TheCommunityCenterwouldchangeitscurrentsignsrelated tosmokingtoincludee-cigarettes.Othercitybuildings,especiallythosewith heavypublicuse,couldhavesignscreatedfortheirbuilding. A2.StaffWorkloadImpact:Otherthanthepossiblecreationofnewsigns,itwould mainlyrequirestafftomonitorsmokinginthesamemannerastobaccoproducts. CityCouncilAgenda:4/14/14 2 B.ALTERNATIVEACTIONS: 1.Motiontoapprovethetobaccopolicytobanelectroniccigarettesfrominsideall citybuildingsinafashionsimilartotheFreedomtoBreatheActandincludea banonelectroniccigarettesintheCommunityCenter’scurrenttobaccopolicy. 2.Motiontodenythispolicychangewithdirectiontostaffiffurtheroptionsor informationshouldbereviewed. C.STAFFRECOMMENDATION: CitystaffrecommendsAlternative#1.Allcitydepartmentheadsagreedtothebanof electroniccigarettesastheyareverysimilartotobaccosmokinganditwasappropriateto beproactiveincreatingapolicyagainste-cigaretteuseincitybuildings.The CommunityCenterAdvisoryBoardtookactionattheirMarchmeetingtorecommendthe inclusionofabanonelectroniccigarettesintheircurrenttobaccopolicy. D.SUPPORTINGDATA: ProposedElectronicCigarettePolicy MNCleanIndoorAirAct–MSS144.411–144.417 FreedomtoBreatheinformationsheet Policy–UseofElectronicCigarettes ThepurposeofthispolicyisprohibittheuseofelectroniccigarettesinCity-ownedbuildings; specificallytheMonticelloCommunityCentercomplex,HiWayLiquors,DepartmentofMotor VehicleOffice(DMV),PublicWorkscomplex,FiberNetMonticelloOfficeandHead-end building,FireHall,andMonticelloLibrary. Background TheStateofMinnesotaprohibitssmokinginpublicplaces,placesofemployment,public transportation,andatpublicmeetingsthroughtheMinnesotaCleanIndoorAirActof1975. Publicpolicy,definitions,andprohibitionsaredescribedinMNStatutesChapter144.411to 144.417. TheStateofMinnesotafurtheramendedtheMinnesotaCleanIndoorAirActin2007with provisionsknownas“FreedomtoBreathe.” TheCityofMonticelloisguidedbytheserulesrelatedtosmokingandtobaccoproducts. ElectronicCigarettes(akae-cigarettes) Currently,e-cigarettesarenotdefinedwithineithertheMinnesotaCleanIndoorAirActorthe FreedomtoBreatheamendments.Therefore,theCityofMonticelloprohibitstheuseofe- cigarettesinthesamemannerasothertobaccoproducts,whichareprohibitedinpublicbuildings andareas.Furthermore,theMonticelloCommunityCentershallamendtheirpolicytobanthe useofe-cigarettesintheCommunityCentercomplexandwithinacertaindistanceofthe building,inthesamemannerasothertobaccoproductsaretreatedintheirpolicy. ***************************************************************************** ADOPTEDBY theMonticelloCityCouncilthis14th dayofApril,2014. CITYOFMONTICELLO ____________________________________ ClintHerbst,Mayor ATTEST: _______________________________ JeffO’Neill,CityAdministrator April 2012 Environmental Health, Indoor Air Unit PO Box 64975 St. Paul, MN 55164-0975 651-201-4601 Freedom to Breathe General Information Background The Freedom to Breathe (FTB) provisions amended the Minnesota Clean Indoor Air Act (MCIAA) to further protect employees and the public from the health hazards of secondhand smoke. The FTB amendments became effective October 1, 2007. The MCIAA describes where smoking is prohibited, outlines the responsibilities of employers, managers and other persons in charge and lists exemptions that affect their workplaces and facilities. Public Health Issue Secondhand smoke is a leading cause of preventable death in the United States. “In 2005, it was estimated that exposure to secondhand smoke kills more than 3,000 adult nonsmokers from lung cancer, approximately 46,000 from coronary heart disease, and an estimated 430 newborns from sudden infant death syndrome.”1 According to the U.S. Surgeon General, there is no safe level of exposure to secondhand smoke. Secondhand smoke causes premature death and disease in children and in adults who do not smoke. Definition of “Smoking” “Smoking” means inhaling or exhaling smoke from a lighted tobacco product or any other lighted plant product intended for inhalation. Carrying a lighted tobacco product or lighted plant product is also considered smoking. Definition of “Indoor Area” “Indoor Area” means all space between a floor and a ceiling that is bounded by walls, doorways, or windows, whether open or closed, covering more than 50 percent of the combined surface area of the vertical planes [wall space] constituting the perimeter of the area, whether temporary or permanent. A [standard] window screen is not considered a wall. Smoking-prohibited areas Smoking is prohibited in virtually all indoor public places and indoor places of employment, including: Bars, restaurants, and private clubs Office and industrial workplaces Retail stores Common areas of rental apartment buildings, hotels and motels Public transportation, including taxis Work vehicles, if more than one person is present Home offices with one or more on-site employees, or used as a place to meet or deal with customers – during work hours Public and private educational facilities Auditoriums, arenas and meeting rooms Day care premises Health care facilities and clinics Permitted smoking The law does not prohibit smoking in the following locations or circumstances: Outdoor smoking, regardless of distance from building openings Private places, such as private homes, residences or automobiles when they are not being used as places of employment Sleeping rooms of hotels and motels Cabs of commercial motor vehicles that weigh over 26,000 pounds Family farm buildings, farm trucks and equipment, if certain conditions are met Patients of licensed residential healthcare facilities in designated separate, enclosed areas that meet applicable regulations Freedom to Breathe General Information – Page 2 April 2012 Patients in a locked psychiatric unit in a separated well-ventilated area, as approved by the treating physician Tobacco product shops - when customers are sampling tobacco products Approved scientific study participants Traditional Native American ceremonies Theatrical productions, that is, actors and actresses who are smoking as part of the theatrical performance Disabled Veterans Rest Camp in Washington County Responsibilities of proprietors Employers and facility managers continue to play an important role in controlling smoking in their place of business. In general, they are required to: Make reasonable efforts to prevent indoor smoking Post “No Smoking” signs Ask persons who smoke in prohibited areas to refrain from smoking and to leave if they refuse to do so Use lawful methods consistent with handling disorderly persons or trespassers for any person who refuses to comply after being asked to leave the premises Refrain from providing ashtrays and other smoking equipment Refuse to serve noncompliant persons Outdoor smoking The MCIAA does not prohibit outdoor smoking, regardless of distance from building openings such as doors and windows. Compliance and Enforcement MDH has compliance authority over the MCIAA and may delegate compliance activities to local units of government. MDH, a local board of health or any affected person can request a court order directing a repeat MCIAA violator to stop. In addition to the compliance authority provided to MDH and local units of government, local law enforcement has the authority to issue petty misdemeanor citations to proprietors or individuals who knowingly fail to comply with the MCIAA. Local government ordinances Local governments retain the authority to adopt and enforce more stringent measures to protect individuals from secondhand smoke. Retaliation prohibited An employer, manager or other person in charge cannot fire, refuse to hire, penalize, discriminate or retaliate against an employee, applicant, or customer who exercises any right to a smoke-free environment provided under the MCIAA. For more information Contact the Minnesota Department of Health to receive a copy of the MCIAA, or to receive additional educational materials please visit the MDH website at: http://www.health.state.mn.us/freedomtobreathe Citation U.S. Department of Health and Human Services. The Health Consequences of Involuntary Exposure to Tobacco Smoke: A Report of the Surgeon General. Atlanta, Georgia: U.S. Department of Health and Human Services, Centers for Disease Control and Prevention, Coordinating Center for Health Promotion, National Center for Chronic Disease Prevention and Health Promotion, Office on Smoking and Health, 2006. Available from: http://www.surgeongeneral.gov/library/secondhands moke/report CityCouncilAgenda:04/14/14 1 5F.ConsiderationofapprovingaSpecialEventPermitallowinguseoftheCity CommuterLotandrelatedassistanceinconjunctionwithMonticelloRecyclingDay onMay3,2014.Applicant,JasonWarehime,MetroApplianceRecycling (TM/AS) A.REFERENCEANDBACKGROUND: TheCityCouncilisaskedtoconsiderapprovalofaspecialeventpermitforMonticello RecycleDayhostedbyMetroApplianceRecycling.Thiseventishostedbyaprivate companyandisopentothepublicandnotlimitedtocityresidents. InJanuaryof2010,CityCouncilvotedtodiscontinueJunkAmnestyDaywhichwas traditionallyheldthefirstSaturdayinMayforover20years.Threeyearsago,Jason Warehime,theownerofMetroApplianceRecycling,whomwedidbusinesswithin previousyearswiththeCity’sJunkAmnestyDay,approachedtheCitytoseeiftherewas interestallowingMetroApplianceRecyclingtohostaMonticelloRecyclingDay.At thattime,ourformerPublicWorksDirectorworkedwithMetroApplianceRecyclingto hostMonticelloRecyclingDay. ThiswillbethethirdyearforthiseventhostedbyMetroApplianceRecycling.Staffhas beenunabletofindanydocumentationofaspecialeventpermitforthiseventinprevious years;however,staffisrecommendingthataspecialeventpermitbeaddressed.Inthe permit,thehostisrequestingthecompleteuseofthecommuterparkinglot.Jasonof MetroApplianceisalsorequestingtohavethespecialeventpermitfeewaived.Staffhas metwithMullerTheaterandhastheapprovalfromthemtousethegravelportionoftheir parkinglotforpublicparkingthedayoftheevent.Anotheroption,ifneededthatday, wouldbetodirectparkingtotheoldbowlingalleyparkinglotonChelseaRoad.When othereventshavetakenplaceinthecommuterlot,theoldbowlingalleyisanareathat hasbeenusedfortemporaryparking.PublicWorkswouldplaceareadersignatthe commuterparkinglottwoweeksinadvancedirectingpatronstothosetwolocationson thedayoftheevent. A1.BudgetImpact:Thiseventwillrequireverylittlestafftimeforplacingsigns andwillhaveverylittlebudgetimpact. A2.StaffWorkloadImpact:Stafftimewillberequiredtoplacethereadersignat thelotpriortotheeventandtotakedownthesignfollowingtheevent. B.ALTERNATIVEACTIONS: 1.MotiontoapprovetheSpecialEventPermitforJasonWarehimeofMetro ApplianceRecyclingallowingtemporaryuseoftheCity’sCommuterParkingLot onDeeganAvenueonSaturday,May3,2014,forMonticelloRecycleDay, includingwaiverofpermitfee,andtoapproveparkingattheoldbowlingalley,if needed.Approvaliscontingenton: a.Submissionofasiteplanforeventoperations,subjecttoreviewoftheStreet Superintendent. CityCouncilAgenda:04/14/14 2 b.SubmissionofwrittenpermissionofMullerTheatrespropertyownerto utilitizethegravelareaoftheMullerTheaterparkinglotforthedayofthe event. c.SubmissionofcertificateofliabilitycoveragewithCitynamedasadditional insuredforevent. 2.MotiontodenySpecialEventPermitforMonticelloRecycleDay. C.STAFFRECOMMENDATION: CitystaffrecommendsAlternative#1fortheapprovaloftheSpecialEventPermitfor MetroApplianceRecyclingtohostMonticelloRecycleDayonSaturday,May3,2014, from8a.m.to1p.m.intheCityCommuterParkingLotonDeeganAvenue,asoutlined. SincetheeliminationofJunkAmnestyDay,itishelpfultohaveaserviceavailableto MonticelloResidentsforrecyclingoldappliances,furniture,tires,andelectronics. Feedbackfromresidentshasbeenpositiveandtheyappreciatehavingthisservice. D.SUPPORTINGDATA: SpecialEventPermitapplication&narrative Listofacceptableitemsandpricing Mapoflocation Sponsored by: METRO APPLIANCE RECYCLING ACCEPTED ITEMS DESCRIPTION COST UNIT RESIDENTIAL APPLIANCES $10.00 EACH INCLUDES: FRIDGE, FREEZER, MICROWAVE, STOVE, DISHWASHER, AIR CONDITIONER, DEHUMIDIFIER, WASHER, DRYER, FURNACE, WATER SOFTENER, WATER HEATER, PRESSURE TANKS, ETC. COMMERCIAL APPLIANCES $25.00 EACH CRT TELEVISIONS $25.00 EACH WOOD CONSOLE TELEVISIONS $50.00 EACH CRT MONITORS $10.00 EACH ELECTRONICS & COMPUTERS $ 5.00 EACH STUFFED CHAIRS $25.00 EACH STUFFED COUCHES $35.00 EACH WOOD ONLY FURNITURE $15.00 EACH MATTRESS AND/OR BOX SPRING (DRY AND CLEAN) $25.00 EACH SMALL MOTOR ITEMS (MOWER, SNOWBLOWER, ETC.) $15.00 EACH SCRAP METAL FREE AUTO BATTERIES FREE LIGHT CAR/TRUCK TIRES $ 5.00 EACH TRACTOR/HEAVY TRUCK TIRES $45.00 EACH FLUORESCENT BULBS $ 1.00 EACH ITEMS NOT ACCEPTED PAINT, OIL, ANTIFREEZE, GAS AMMONIA FRIDGE (PLEASE NOTE THAT THESE ITEMS ARE ACCEPTED AT THE WRIGHT COUNTY FACILITY CALL 763-682-7338) YARD WASTE (I.E., BRUSH, GRASS CLIPPINGS, LEAVES) CURBSIDE LEAF PICKUP ON MAY 10TH AT 7 A.M. ~ PLEASE PLACE YOUR BAGGED LEAVES AT THE CURB BY 7 A.M. AND ADVANCED DISPOSAL WILL PICK UP AND DISPOSE (LEAVES ONLY!) BRUSH MAY BE BROUGHT TO THE WRIGHT COUNTY FACILITY, CALL 763-682-7338 QUESTIONS: 763-241-8787 Park Place Dr De e g a n A v e De e g a n A v e Applebee’s Culver’s Walmart Alte r n a t e C o m m u t e r Par k i n g d u r i n g e v e n t Gra v e l A r e a Scho o l B l v d School Blvd Redf o r d L n MULLER FAMILY THEATER CityCouncilAgenda:04/14/14 1 5G.ConsiderationofadoptingResolution#2014-032acceptingimprovementsand authorizingfinalpaymenttoWHServicesfortheWest7th StreetLighting Improvements,CityProjectNo.12C002-LLIGHT (SB) A.REFERENCEANDBACKGROUND: TheStreetLightingImprovementprojectalongthenewWest7th StreetbetweenElmand MinnesotaStreetswassubstantiallycompletein2013,withtheas-builtsandfinal documentationrecentlysubmitted.Finalacceptanceandretainagehadbeenwithheld untilWrightHennepin(WH)Serviceshadsubmittedthesedocuments. Theprojectincludedinstalling12LEDlightsalongtheroadwayandproposedpathway alongthenorthsideof7th Street.ThelightingwasinstalledinconjunctionwiththeWest 7th StreetextensionprojectfromElmStreettoMinnesotaStreet.Thelightfixtures installedaresimilartothelightingimprovementsonEast7th StreetbetweenCedarStreet andtheChurchofSt.Henry’sthatwereinstalledin2011. TheCouncilisbeingrequestedtoaccepttheprojectascompleteandapprovefinal paymenttoWrightHennepinServicesintheamountof$4,520.00 Thefinalpaymentrequestrepresentsthefinalquantitiescompletedonthecontractand thereleaseoftheretainageonthecontract.Thefinalconstructioncosttotaled $90,400.00perthecontract. Allpunchlistitemsassembledforthisprojecthavebeencompleted,andWSB& Associates,Inc.isindicatingtheprojectiscompleteandreadyforfinalpaymentin accordancewiththecontractandCityofMonticelloEngineeringandConstruction Standards. TheprojectwasfundedthroughtheStreetLightImprovementFund,whichisgenerated throughtheCity’selectricfranchiseandisspecificallydesignatedforsuchstreetlighting improvements. Thefollowingpaperworkisbeingsubmittedforfinalpaymenttobereleased: 1.Satisfactoryshowingthatthecontractorhascompliedwiththeprovisionsof MinnesotaStatutes290.92requiringwithholdingstateincometax(IC134forms). 2.Evidenceintheformofanaffidavitthatallclaimsagainstthecontractorby reasonsofthecontracthavebeenfullypaidorsatisfactorilysecured(lien waivers). 3.ConsentofSuretytoFinalPaymentcertificationfromthecontractor’ssurety. 4.One-yearmaintenancebond.Itshouldbenotedthatthemaintenancebondwill startandextendoneyearfromthedateoffinalacceptanceoftheprojectbythe CityCouncil. CityCouncilAgenda:04/14/14 2 TheCityalsoenteredintoamaintenancecontractwithWHServicesthatwillstart one-yearafteracceptanceoftheproject.Thecontractisfora5-yearperiod;however, theCitycanoptoutofthemaintenancecontractwithoneyear’swrittennoticetoWH Services.AstheCitycontinuestoinstallmoreLEDlightingsystems,staffwill continuetoevaluateifitisbeneficialtocontinuethemaintenancecontractwithWH ServicesorcontractwithanelectricianonanannualbasisforallLEDlighting maintenanceneeds. A1.BudgetImpact:Theconstructioncostforthestreetlightingtotals$90,400.00 andisfundedthroughtheStreetLightImprovementFund. Maintenancecostsforthestreetlightsforrepairsarebudgetedonanannualbasis throughtheStreetDepartment.Themonthlycostsforthevarioustypesoflights ontheprojectareasfollows: $10.25/moper25’streetlightx3=$30.75/month $11.00/moper25’combination street/pathwaylightx4=$44.00/month $9.00/moper15’pathwaylightx5=$45.00/month TotalMonthlyMaintenanceCost=$119.75/month A2.StaffWorkloadImpact:Impactstostaffworkloadareminimalandroutinefor theproject. B.ALTERNATIVEACTIONS: 1.MotiontoadoptResolution#2014-032acceptingimprovementsandauthorizing finalpaymentof$4,520.00toWHServicesforWest7th StreetLighting Improvements,CityProjectNo.12C002-LLIGHT,subjecttosubmissionofall documentslistedintheresolution. 2.MotiontodenyadoptionofResolution#2014-032atthistime. C.STAFFRECOMMENDATION: StaffrecommendsselectingAlternative#1. D.SUPPORTINGDATA: Resolution#2014-032 Copyofinvoiceforfinalpayment CITYOFMONTICELLO WRIGHTCOUNTY,MINNESOTA RESOLUTIONNO.2014-032 ACCEPTINGIMPROVEMENTSANDAPPROVINGFINALPAYMENTON WEST7TH STREETLIGHTINGIMPROVEMENTS CITYPROJECT12C002-LLIGHT WHEREAS,pursuanttoawrittencontractwhichtheCityofMonticelloawardedtoWHServicesof Rockford,Minnesota,thecontractorhassatisfactorilycompletedtheworkfortheWest7th Street lightingimprovementsandappurtenantworkinaccordancewiththecontract; NOWTHEREFORE,BEITRESOLVEDBYTHECITYOFMONTICELLO,MINNESOTA that theworkcompletedundersaidcontractisherebyacceptedandapprovedandthattheMayorandCity Clerkareherebydirectedtoissueaproperorderforthefinalpaymentonsuchcontractsubjectto receiptofthefollowing: 1)SatisfactoryshowingthatthecontractorhascompliedwiththeprovisionsofMinnesotaStatutes 290.92requiringwithholdingstateincometax(IC134forms); 2)Evidenceintheformofanaffidavitthatallclaimsagainstthecontractorbyreasonsofthe contracthavebeenfullypaidorsatisfactorilysecured(lienwaivers); 3)ConsentofSuretytoFinalPaymentcertificationfromthecontractor’ssurety;and 4)Oneyearmaintenancebondtoextendoneyearfromthedateofacceptanceoftheprojectbythe CityCouncil. ADOPTEDBY theMonticelloCityCouncil,this14th dayofApril,2014. CITYOFMONTICELLO ___________________________ ClintHerbst,Mayor ATTEST: ___________________________ JeffO’Neill,CityAdministrator PO Box 330 Rockford, MN 55373 763-477-3000 or 1-800-943-2667 Power Outage 763-477-3100 or 1-888-399-1845 www.whe.org City Of Monticello Invoice Date: 01/28/2014 PLEASE RETURN THIS PORTION WITH YOUR CHECK PAYABLE TO: WHCEA 6001749- 000000 CITY OF MONTICELLO ATTN: ACCTS PAYABLE 505 WALNUT ST STE 1 MONTICELLO, MN 55362-8822 For automated payments by phone, please call 763-477-3131 For electronic payment options, please visit www.whe.org Your statement ID (35022879024) is required when registering online PO Box 330 Rockford, MN 55373 WH Response Account: 150-1682-1611 Previous Balance ......................................90,400.00 Payment Received through 01/28/2014 .......85,880.00 CR Balance Forward .........................................4,520.00 Total for Account ......................................4,520.00 •This account is past due. Please call our office at 763-477-3000 to set up a payment arrangement. Total Amount Due: $4,520.00 Please pay amount due by:02/23/2014 Thank you. Total Amount Due: $4,520.00 Please pay amount due by:02/23/2014 Thank you. *015016821611* *000000452000**015016821611* *000000452000*Account #: 15016821611 6201501682161100000004520002 WRIGHT-HENNEPIN COOPERATIVE ELECTRIC PO BOX 77027 MINNEAPOLIS, MN 55480-7727 CityCouncilAgenda:04/14/2014 1 5H.ConsiderationofadoptingResolution#2014-037approvingFinalPlatand Developer’sAgreementforPineViewSecondAddition.Applicant:KK Construction/Kjellberg,Kent (AS) A.REFERENCE&BACKGROUND: Properties:1131BroadwayW(andadjacentoutlot),1127Broadway W,1123BroadwayW,Monticello,MN55362 OutlotA,Lots1,2,and3,Block1,PineView,ofWright County,Minnesota. ThesiteislocatednorthofCo.Rd.75andeastofOtter CreekRd.,northofInterstate94.Thesubjectparcelsare currentlyvacantandwillbeusedforsinglefamily residentialdevelopment. PlanningCaseNumber:2014-008 KKConstruction/KentKjellbergisrequestingcityapprovalofafinalplatforthePine ViewSecondAddition,athreelotresidentialsubdivisionlocatedalongCSAH75 (Broadway)andOtterCreekRoad. Thefinalplatcombinesanoutlot,aportionofvacatedrightofway,andthreeexistingR- 1SingleFamilyResidentialDistrictparcelsintothreeR-1Districtparcels. TheCityCouncilapprovedthepreliminaryplatandtheassociatedstreetanddrainage andutilityvacationsassociatedwiththisfinalplatonMarch24th,2014.Withapprovalof thefinalplat,thevacationswillberecordedwithWrightCountyandthefinalplatwillbe requiredtoberevisedtoreflecttheproperdocumentationandnumbersforthevacations. Staffhasreviewedthefinalplatandhasfoundthatallrequiredplatperimeterandlot easementsareshown.Theproposedlotsprovidedrainageandutilityeasements6feet widealongallsidelotlinesand12feetwidealongthefrontandrearlinesofeachlot,as requiredbyOrdinance.Inaddition,atwelvefootsideloteasementisprovidedalongthe streetsideofcornerLot1. Consistentwiththepreliminaryplatapproval,thefinalplatapprovalisconditionedon theoriginalrecommendationsoftheCityEngineer.Theengineer’scommentletteris includedassupportingdata. A1.BudgetImpact:None. A2.StaffWorkloadImpact:Staffreviewofthefinalplathasbeencompletedand costsforsuchreviewwillbecoveredundertheoriginalapplicationplanreview CityCouncilAgenda:04/14/2014 2 deposit.Staffwillprovidenecessarysupportforfinalplatexecutionand executionandrecordingofdevelopmentagreement. DEVELOPMENTAGREEMENT: Thedevelopmentagreementforthisprojectactsasarecordofthecontractrelatedtoplat development.Assuch,thedevelopmentagreementincludestheconditionsasnotedin ExhibitZ. Inaddition,astheplatofPineViewSecondAdditionreducesthetotaldevelopmentlots fromfiveunitstofour,thedevelopmentagreementspecifiesacredittothedeveloperfor oneunitofpreviouslypaidparkdedicationandoneunitofpreviouslypaidpathway charge.TheCityAttorneyhasverifiedthatthecreditisduetothedeveloperofPine ViewSecondAddition,astheassessmentsandcreditsrunwiththeland. Therearenocreditsfortrunkchargesoradditionaltrunkchargesduewiththisplatand developmentagreement.Trunkareachargesarecompletedonanacreagebasisandwere completedandpaidasassessmentsforthefullareaofthedevelopmentpropertywiththe firstPineViewAddition.TheCityClerkhasverifiedthatallassessmentsassociated withPineViewhadbeenpaid. Thedevelopmentagreementalsocarriedforwardandstipulatesthetermsforthepayment associatedwiththevacatedportionofOtterCreek. Thedevelopmentagreementalsorequiresanewsecurityforgradinganderosioncontrol andironmonument,whicharetobecompletedwiththisphase. B.ALTERNATIVEACTIONS: 1.MotiontoadoptResolution#2014-037approvingfinalplatandDeveloper’s AgreementforPineView2nd Addition,basedonfindingsinsaidresolutionand contingentoncompliancewithconditionsasspecifiedinExhibitZ. 2.MotiontodenyadoptionofResolution#2014-037,basedonfindingstobe identifiedbytheCityCouncil. B.STAFFRECOMMENDATION: SubjecttotheconditionslistedinExhibitZ,staffrecommendsAlternative#1for approvaloftherequestedpreliminaryplat,basedonthefindingsinPlanningCommission Resolution2014-021. CityCouncilAgenda:04/14/2014 3 C.SUPPORTINGDATA: ExhibitZ–ConditionsofPlatApproval A.Resolution#2014-037 B.LandUseApplication C.AerialSiteImage D.ProposedFinalPlat,PineViewSecondAddition E.CityEngineer’sCommentLetter F.DevelopmentAgreement,PineViewSecondAddition G.PlanningCommissionResolution#2014-021 CityCouncilAgenda:04/14/2014 4 ExhibitZ:ConditionsofApproval FinalPlatofPineViewSecondAddition 1)ThefinalplatshallberevisedtoincludeproperdocumentationofthevacationofOtter Creekrightofwayanddrainageandutilityeasements. 2)Theapplicantshallprovidedrainage,erosioncontrol,andstormwatermanagement plansforreviewandapprovalbytheCityEngineer,andwillneedtoaddressany recommendationstheengineermakesinthisregards.Further,developmentofthe proposedlotswillneedtoadheretoerosioncontrolanddrainagerequirements providedinSec.11-5-5and11-5-6oftheSubdivisionOrdinance,inadditionto meetingrelatedstandardsprovidedinZoningOrdinanceSection4.10. 3)TheapplicantshallcomplywithallrecommendationsoftheCityEngineerasprovided inthecommentletterdatedFebruary26th,2014. 4)Futuredwellingsonsubdividedparcelsarerequiredtomeettheminimumwidth, depth,andfloorareastandardsprovidedinChapter5,Section5.2(C)oftheZoning Ordinance,andtheminimumgarageareastandardsforaccessorygaragesintheR-1 District. 5)NobuildingpermitsforlotsshallbeissueduntiltheCityhasreceivedsatisfactionthat theplathasbeenrecordedattheWrightCountyRecorder’sOffice. 6)TheapplicantshallexecuteadevelopmentagreementcoveringthetermsoftheCity’s PlatandPUDapproval. CITYOFMONTICELLO WRIGHTCOUNTY,MINNESOTA RESOLUTIONNO.2014-037 APPROVINGAFINALPLATFOR PINEVIEWSECONDADDITION WHEREAS,KKConstruction/KentKjellbergisrequestingaFinalPlatapprovalofthePine ViewSecondAdditionsubdivision;and WHEREAS,thePlanningCommissionheldapublichearingonMarch4th,2014onthe preliminaryplatapplicationandtheapplicantandmembersofthepublicwereprovidedthe opportunitytopresentinformationtothePlanningCommission;and WHEREAS,thePlanningCommissionhasconsideredallofthecommentsandthestaff report,whichareincorporatedbyreferenceintotheresolution;and WHEREAS,thePlanningCommissionoftheCityofMonticellomakesthefollowing FindingsofFactinrelationtotherecommendationofapproval: 1.TheproposedplatisconsistentwiththelanduseplansoftheCityofMonticello’s ComprehensivePlan; 2.TheproposedplatisconsistentwiththestandardsoftheapplicableR-1zoning district; 3.TheproposedplatwillbeabletomeetallthestandardsoftheCity’sdevelopment regulationswiththeincorporationofstaffcommentsandrecommendations. WHEREAS,aftertakingpubliccomment,thePlanningCommissionrecommendedapproval ofthepreliminaryplatofPineViewSecondAdditiontotheCityCouncilperResolution 2014-021;and WHEREAS,uponreviewofthepreliminaryplatandfinalplatforPineViewSecond Addition,planningstaffrecommendedapprovaloftheplatrevisioninitsreportbasedonthe findingthatthesubdivisionwilladheretothesubdivisionordinancerequirements;and WHEREAS,theMonticelloCityCouncilreviewedtherecommendationofthePlanning CommissiononApril14th,2014; NOWTHEREFORE,BEITRESOLVEDBYTHECITYCOUNCILOFMONTICELLO, MINNESOTA,thatthefinalplatofthePineViewSecondAddition,withdrainageand utilityeasementsasrequired,isherebyapprovedcontingentuponmeetingallconditionsof thesubdivisionordinance;andthefollowingconditions: 1)Thefinalplatshallberevisedtoincludeproperdocumentationofthevacationof OtterCreekrightofwayanddrainageandutilityeasements. 2)Theapplicantshallprovidedrainage,erosioncontrol,andstormwater managementplansforreviewandapprovalbytheCityEngineer,andwillneedto addressanyrecommendationstheengineermakesinthisregards.Further, developmentoftheproposedlotswillneedtoadheretoerosioncontroland drainagerequirementsprovidedinSec.11-5-5and11-5-6oftheSubdivision Ordinance,inadditiontomeetingrelatedstandardsprovidedinZoningOrdinance Section4.10. 3)TheapplicantshallcomplywithallrecommendationsoftheCity’sConsulting EngineerasprovidedinthecommentletterdatedFebruary26th,2014. 4)Futuredwellingsonsubdividedparcelsarerequiredtomeettheminimumwidth, depth,andfloorareastandardsprovidedinChapter5,Section5.2(C)ofthe ZoningOrdinance,andtheminimumgarageareastandardsforaccessorygarages intheR-1District. 5)NobuildingpermitsforlotsshallbeissueduntiltheCityhasreceivedsatisfaction thattheplathasbeenrecordedattheWrightCountyRecorder’sOffice. 6)Theapplicantshallexecuteadevelopmentagreementcoveringthetermsofthe City’sPlatandPUDapproval. BEITFURTHERRESOLVEDBYTHECITYCOUNCILOFMONTICELLO, MINNESOTA,thatthedocumenttitled“DevelopmentContract–PineViewSecond Addition,”withassignmentofthespecifictermsandconditionsforpublicimprovementsand thespecifictermsandconditionsforplatdevelopment,isherebyapproved. ADOPTEDBY theMonticelloCityCouncilthis14thdayofApril,2014. CITYOFMONTICELLO _______________________________ ClintHerbst,Mayor ATTEST: _______________________________ JeffO’Neill,CityAdministrator Infrastructure  Engineering  Planning  Construction 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 541-4800 Fax: 763 541-1700 February 26, 2014 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Pineview 2nd Addition – Preliminary Plat Review WSB Project No. 1494-840 Dear Ms. Schumann: We have reviewed the preliminary plat dated January 21, 2014, as prepared by Taylor Land Surveyors, Inc., and offer the following comments. 1. Individual lot drainage shall be contained within the proposed drainage and utility easements. The swales shall be in conformance with the City design standards which is a 2.00% minimum. The slope of the swale and proposed spot elevations of the flow path will need to be shown on the lot survey prior to building permit approval. 2. Erosion control measures will be identified at the building permit stage. 3. The proposed water service shall be tapped into the existing 12-inch watermain. The proposed water service shall be constructed to a minimum 7.5 feet of cover. 4. The proposed sanitary sewer service shall connect to the existing 8-inch sewer. The slope and invert elevations of the proposed sanitary sewer service line should be noted on the plans. 5. A utility excavation permit must be obtained from the Public Works department prior to commencement of utility connections. 6. Show the driveway connection all the way to edge of pavement on CSAH 75 and Otter Creek Road. The “proposed driveway” label for the driveway from Otter Creek Road appears to be in the incorrect location. The existing sidewalk may need to be removed and replaced to accommodate the driveway construction. More detail regarding the location, grade, connection to Otter Creek Road and potential sidewalk replacement for the driveway and will be reviewed with the building permit. The final plat must be recorded prior to building permit approval. Please give me a call at 763- 271-3236 if you have any questions or comments regarding this letter. Thank you. Ms. Angela Schumann February 26, 2014 Page 2 F:\Community Development Director\Planning & Development\Planning Files\2014\2014.008.Pineview2nd\PC Agenda & Minutes\LTR-a schumann-Pineview2nd 022614.doc Sincerely, WSB & Associates, Inc. Shibani K. Bisson, PE City Engineer cc: Steve Grittman, NAC skb 174927 (reservedforrecordinginformation) DEVELOPMENTCONTRACT (DeveloperInstalledImprovements) PINEVIEWSECONDADDITION AGREEMENT dated____________________,2014,byandbetweenthe CITYOF MONTICELLO,aMinnesotamunicipalcorporation(“City”),and ________________.aMinnesota Corporation(the“Developer”). 1.REQUESTFORPLATAPPROVAL.OnMay22,2006,theCityapprovedaplatfor PINEVIEW consistingoffour(4)singlefamilyhomesitesandOutlotA,originallyintendedtobereplatted asafifthsingle-familyhomesite.ThelandissituatedintheCountyofWright,StateofMinnesota.The DevelopernowseekstoreplatLots,1,2and3,Block1ofPineviewaswellasOutlotA,andhasrequested PlatApprovalfor PINEVIEWSECONDADDITION (hereafterreferredtointhisContractasthe“plat” andthe“Development,”consistingofthree(3)single-familyhomesites,oneofwhich,Lot3,isalready developedandoccupied. 2.CONDITIONSOFPLATAPPROVAL.TheCityapprovedtheplat,tobenowknownas PINEVIEWSECONDADDITION,onApril14th,2014onconditionsthat: 174927 a)TheDeveloperenterintothisContract,furnishthesecurityrequiredbyit,andrecordtheplatwith theCountyRecorderorRegistrarofTitleswithin100daysofthedatetheplatisapproved. b)ThefinalplatshallberevisedtoincludeproperdocumentationofthevacationofOtterCreekright ofwayanddrainageandutilityeasements. c)Theapplicantshallprovidedrainage,erosioncontrol,andstormwatermanagementplansfor reviewandapprovalbytheCityEngineer,andwillneedtoaddressanyrecommendationsthe engineermakesinthisregards.Further,developmentoftheproposedlotswillneedtoadhereto erosioncontrolanddrainagerequirementsprovidedinSec.11-5-5and11-5-6oftheSubdivision Ordinance,inadditiontomeetingrelatedstandardsprovidedinZoningOrdinanceSection4.10. d)TheapplicantshallcomplywithallrecommendationsoftheCityEngineerasprovidedinthe commentletterdatedFebruary26th,2014. e)Futuredwellingsonsubdividedparcelsarerequiredtomeettheminimumwidth,depth,andfloor areastandardsprovidedinChapter5,Section5.2(C)oftheZoningOrdinance,andtheminimum garageareastandardsforaccessorygaragesintheR-1District. f)NobuildingpermitsforlotsshallbeissueduntiltheCityhasreceivedsatisfactionthattheplathas beenrecordedattheWrightCountyRecorder’sOffice. g)TheapplicantshallexecuteadevelopmentagreementcoveringthetermsoftheCity’sPlatand PUDapproval. 3.RIGHTTOPROCEED.Withintheplatorlandtobeplatted,theDevelopermaynot gradeorotherwisedisturbtheearth,removetrees,constructsewerlines,waterlines,streets,utilities,public orprivateimprovements,oranybuildingsuntilallthefollowingconditionshavebeensatisfied:1)this agreementhasbeenfullyexecutedbybothpartiesandfiledwiththeCityClerk,2)thenecessarysecurity hasbeenreceivedbytheCity,3)theplatandthiscontracthavebeensubmittedtotheWrightCounty Recorder'sOffice,and4)theCityhasissuedaletterthatallconditionshavebeensatisfiedandthatthe Developermayproceed. 4.PHASEDDEVELOPMENT.Theplatisnotapartofamulti-phasedpreliminaryplat. 174927 5.CHANGESINOFFICIALCONTROLS.Fortwo(2)yearsfromthedateofthis Contract,noamendmentstotheCity'sComprehensivePlan,orofficialcontrolsshallapplytooraffectthe use,developmentdensity,lotsize,lotlayoutordedicationsoftheapprovedplatunlessrequiredbystateor federallaworagreedtoinwritingbytheCityandtheDeveloper.Thereafter,notwithstandinganythingin thisContracttothecontrary,tothefullextentpermittedbystatelaw,theCitymayrequirecompliancewith anyamendmentstotheCity'sComprehensivePlan,officialcontrols,plattingordedicationrequirements enactedafterthedateofthisContract. 6.ZONING.Exceptasotherwiseprovidedherein,thesubjectpropertyshallbesubjecttothe zoningregulationsoftheR-1District. 7.CONDITIONFORSUBSEQUENTAPPROVALS.Nofinalplatforchangesor amendmentstothisagreementshallbeapproved,norshallconstructioncommenceforsuchadditionalland uses,untilanamendmentoftheagreementisprocessedandapproved,subjecttotherequirementsofthe MonticelloZoningandSubdivisionOrdinances. 8.DEVELOPMENTPLANS.Theplatshallbedevelopedinaccordancewiththefollowing plans.WiththeexceptionsofPlanAandB,theplansshallnotbeattachedtothisContract.Withthe exceptionofPlansAandB,theplansmaybeprepared,subjecttoCityapproval,afterenteringtheContract, butbeforecommencementofanyworkintheplat.IftheplansvaryfromthewrittentermsofthisContract, thewrittentermsshallcontrol.Theplansare: PlanA—Plat PlanB—PreliminaryPlat,includingFinalGrading,Development,andErosionControl Plan PlanC—MailboxLocationPlan PlanD—StreetAddressingGridPlan 174927 9.IMPROVEMENTS.TheDevelopershallpayfor,beresponsiblefor,andinstallthe followingaccordingtoCityrequirements: A.StormwaterDrainageSystem B.SiteGradingandErosionControl C.Utilities(includingWater,SanitaryandStormSewerSystemConnections) D.SettingofIronMonuments E.SurveyingandStaking F.Landscaping/Trees G.Mailboxes:AlldevelopersmustmeetwiththeCityofMonticelloStreet SuperintendentandUSPStodeterminethetypeofmailboxesinstalledandthe locationofallmailboxes.TheCityofMonticellorequiresthatmailboxesbe clusteredingroupsataminimumspacingof200feetbetweenclusterlocations, unlessdeemednotpracticalbytheCityStreetSuperintendentand/ortheUSPS. Initialcostsofthemailboxesandtheirinstallationaretheresponsibilityofthe developer.Allresidentialdevelopments(otherthanstandardsinglefamilyhomes) mustinstalllockingclustermailboxes. TheimprovementsshallbeinstalledinaccordancewiththeCitysubdivisionordinance;Citystandard specificationsforutilitiesandstreetconstruction;andanyotherordinances.TheDevelopershallsubmit plansandspecificationswhichhavebeenpreparedbyacompetentregisteredprofessionalengineertothe CityforapprovalbytheCityEngineer.TheDeveloper,itscontractorsandsubcontractors,shallfollowall instructionsreceivedfromtheCity'sinspectors.TheDeveloper'sengineershallprovideforon-siteproject management.TheDeveloper'sengineerisresponsiblefordesignchangesandcontractadministration betweentheDeveloperandtheDeveloper'scontractor.Withinthirty(30)daysafterthecompletionofthe improvementsandbeforethesecurityisreleased,theDevelopershallsupplytheCitywithacompletesetof reproducible"asconstructed"plans,anelectronicfileofthe"asconstructed"plansinanautoCAD.DWG fileora.DXFfile,andtwocompletesetsofblueline"asconstructed"plans,allpreparedinaccordancewith Citystandards. 174927 InaccordancewithMinnesotaStatutes505.02,thefinalplacementofironmonumentsforalllot cornersmustbecompletedbeforetheapplicablesecurityisreleased.TheDeveloper'ssurveyorshallalso submitawrittennoticetotheCitycertifyingthatthemonumentshavebeeninstalled. 10.DESIGNSTANDARDS.TheapplicableZoningDistrictRegulationsarethosesetforthin theR-1ZoningDistrictRegulations. 11.PERMITS.TheDevelopershallobtainorrequireitscontractorsandsubcontractorsto obtainallnecessarypermits,includingbutnotlimitedto: WrightCountyforCountyRoadAccessandWorkinCountyRights-of-Way MinnesotaDepartmentofHealthforWatermains NPDESPermitforStormwaterConnections MPCAforSanitarySewerandHazardousMaterialRemovalandDisposal DNRforDewatering CityofMonticelloforBuildingPermits CityofMonticelloforUtilityConnections 12.DEWATERING.Duetothevariablenatureofgroundwaterlevelsandstormwaterflows, itwillbetheDeveloper’sandtheDeveloper’scontractorsandsubcontractorsresponsibilitytosatisfy themselveswithregardtotheelevationofgroundwaterintheareaandthelevelofeffortneededto performdewateringandstormflowroutingoperations.Alldewateringshallbeinaccordancewithall applicablecounty,state,andfederalrulesandregulations.DNRregulationsregardingappropriations permitsshallalsobestrictlyfollowed. 13.LICENSE.TheDeveloperherebygrantstheCity,itsagents,employees,officersand contractorsalicensetoentertheplattedproperty(includingdedicatedeasements)toperformallworkand inspectionsdeemedappropriatebytheCityinconjunctionwithplatdevelopment. 14.EROSIONCONTROL,STORMWATERCONTROLANDSTREETCLEANUP. Priortoinitiatingsitegrading,theerosioncontrolplan,PlanB,shallbeimplementedbytheDeveloperand inspectedandapprovedbytheCity.TheCitymayimposeadditionalerosioncontrolandstormwater 174927 requirementsiftheywouldbebeneficialatthetimeofbuildingpermit.Allareasdisturbedbythe excavationandbackfillingoperationsshallbereseededwithin48hoursafterthecompletionoftheworkor inanareathatisinactiveformorethanseven(7)daysunlessauthorizedandapprovedbytheCityEngineer. SeedingshallbeinaccordancewiththeCity’scurrentseedingspecification,exceptasotherwiseprovidedin theerosioncontrolplan.Seedingmayincludecertifiedoatseedtoprovideatemporarygroundcoveras rapidlyaspossible.Allseededareasshallbefertilized,mulched,anddiscanchoredasnecessaryforseed retention. TheDevelopershallcleandirtanddebrisfromstreetsthathasresultedfromconstructionworkby theDeveloper,homebuilders,subcontractors,theiragentsorassigns.Priortoanyconstructionintheplat, theDevelopershallpayanescrowdepositintheamountof$500.00perunitforerosioncontrolandstreet cleaningpurposes.Thepartiesrecognizethattimeisoftheessenceincontrollingerosion.IftheDeveloper doesnotcomplywiththeerosioncontrolplanandscheduleorsupplementaryinstructionsreceivedfromthe City,orrepeatedlyfailstocleanandsweepstreets,theCitymaytakesuchactionasitdeemsappropriate, includingtheperformanceofthenecessaryworkbyCitystafforcontractingtohaveitperformed.TheCity willendeavortonotifytheDeveloperinadvanceofanyproposedaction,butfailureoftheCitytodosowill notaffecttheDeveloper’sandCity’srightsorobligationshereunder.IftheDeveloperdoesnotreimburse theCityforanycosttheCityincurredforsuchworkwithinten(10)days,theCitymaywithdrawmoney fromtheescrowaccountordrawdowntheletterofcredittotheextentnecessarytopayanycosts.No development,utilityorstreetconstructionwillbeallowedandnobuildingpermitswillbeissuedunlessthe platisinfullcompliancewiththeapprovederosioncontrolplanandstormwatercontrolmeasuresarein place. 15.GRADINGPLANANDCERTIFICATION.Theplatshallbegradedinaccordancewith theapprovedgradingplan,stormwatercontrolmeasuresanderosioncontrolplanassetforthinPlan"B". 174927 TheplanshallconformtoCityofMonticellospecifications.Withinthirty(30)daysaftercompletionofthe gradingandbeforetheCityapprovesindividualbuildingpermits(exceptmodelhomesaspermittedbythis agreement),theDevelopershallprovidetheCitywithan"as-built"gradingplancertifiedbyaregistered landsurveyororengineerthatallponds,swales,andditcheshavebeenconstructedonpubliceasementsor landownedbytheCity.Additionally,the"as-built"gradingplanwillincludeacertificationthatthegrading followingconstructionactivitieshasbeenundisturbedorhasbeenreturnedtothestaterequiredinthe gradingplan.The"as-built"planshallincludefieldverifiedelevationsofthefollowing:a)crosssections ofponds;b)locationandelevationsalongallswales,wetlands,wetlandmitigationareasifany,ditches, locationsanddimensionsofborrowareas/stockpiles,andinstalled"conservationarea"posts;andc)lot cornerelevations,andbuildingpads.Adevelopmentplanwillberequiredtobesubmittedwiththe"as- built"gradingplanasdescribedintheCity’sPlanRequirementsandDesignGuidelineManual.TheCity willwithholdissuanceofbuildingpermitsuntiltheapproved"as-built"gradingplananddevelopmentplan isonfilewiththeCity,andallerosioncontrolmeasuresareinplaceasdeterminedbytheCityEngineer. TheDevelopercertifiestotheCitythatalllotswithbuildingfootingsplacedonfillhavebeenmonitored andconstructedtomeetorexceedFHA/HUD79Gspecifications. 16.OWNERSHIPOFIMPROVEMENTS.Uponcompletionoftheworkandconstruction requiredbythisContract,theimprovementslyingwithinpubliceasementsshallbecomeCityproperty withoutfurthernoticeoraction. 17CLAIMS.IntheeventthattheCityreceivesclaimsfromlabor,materialmen,orothersthat workrequiredbythisContracthasbeenperformed,thesumsduethemhavenotbeenpaid,andthelaborers, materialmen,orothersareseekingpaymentfromtheCity,theDeveloperherebyauthorizestheCityto commenceanInterpleaderactionpursuanttoRule22,MinnesotaRulesofCivilProcedurefortheDistrict Courts,todrawuponthelettersofcreditinanamountupto125percentoftheclaim(s)anddepositthe 174927 fundsincompliancewiththeRule,anduponsuchdeposit,theDevelopershallrelease,discharge,and dismisstheCityfromanyfurtherproceedingsasitpertainstothelettersofcreditdepositedwiththeDistrict Court,exceptthattheCourtshallretainjurisdictiontodetermineattorneys'feespursuanttothisContract. 18.STORMSEWERAREAANDPONDINGCHARGE.Nostormsewerareaand pondingchargesareapplicable.Allapplicablestormsewerareaandpondingchargesforthefourtotal lotsofPineViewandPineViewSecondAddition,representing1.42acres,werepaidperthePineView Additiondevelopmentagreement.ThechargeswereassessedperPineViewdevelopmentagreementand havebeenpaidinfull.Asthesechargesarebasedonarea,notunit,thereisnoapplicablecredit. 19.SANITARYSEWERAREACHARGE.Nosanitarysewerareachargesareapplicableto PineViewSecondAddition.AllapplicablesanitarysewerareachargesforthefourtotallotsofPineView andPineViewSecondAdditionwerepaidperthePineViewAdditiondevelopmentagreement.The chargeswereassessedperPineViewdevelopmentagreementandhavebeenpaidinfull.Asthese chargesarebasedonarea,notunit,thereisnoapplicablecredit. 20.WATERMAINAREACHARGE.NowatermainareachargesareapplicabletoPine ViewSecondAddition.AllapplicablewatermainareaandpondingchargesforthefourtotallotsofPine ViewandPineViewSecondAdditionwerepaidperthePineViewAdditiondevelopmentagreement. ThechargeswereassessedperPineViewdevelopmentagreementandhavebeenpaidinfull.Asthese chargesarebasedonarea,notunit,thereisnoapplicablecredit. 21.PARKDEDICATION.TheDeveloperwaspreviouslyassessedaparkdedicationfeeof $11,500insatisfactionoftheCity’sparkdedicationrequirements.Thechargewasbasedonthe followingcalculation: $2,000/unitx4units+1unitx$3,500=$11,500.00 174927 AstheplatofPineViewSecondAdditionrepresentsareductioninoveralllotcountfor thecombinedPineViewandPineViewSecondAdditionfromfiveplattedunitstofourplattedunits,the developershallreceiveacreditof$3,500.00forthefifthunit,whichwastohavebeenassignedtothe replattedOutlotAandvacatedOtterCreekRoadRightofWay. 22.PATHWAY.TheDeveloperwaspreviouslyassessedapathwayfeeof$1,240.00.The feewascalculatedbasedonthefollowingcalculation: $248.00/unitx5units=$1,240.00 AstheplatofPineViewSecondAdditionrepresentsareductioninoveralllotcountforthe combinedPineViewandPineViewSecondfromfiveplattedunitstofourplattedunits,thedeveloper shallreceiveacreditof$248.00forthefifthunit. 23.SPECIALPROVISIONS.Thefollowingspecialprovisionsshallapplytoplat development: A.OtterCreekRoadRightofWay.Inaccordancewiththedevelopmentagreement forPineView,asOutlotAisreplattedintoabuildablelot,DeveloperwillpayCityanassessmentof $2,500.00fortheapproximately2,500squarefeetofvacatedrightofwaythatwillbetransferredbythe CitytoDeveloperandincorporatedintotheOutlotAreplat.Thisassessmentshallbepayableoverathree (3)yearperiod,inthree(3)equalprincipalinstallments,plusinterestperannum,paidattheprevailingrate atthetimeofcertificateofassessment,ontheremainingprincipalbalanceeachyear.Interestwillbeginto accrueontheprincipalbalancecommencingonthedateoffinalplatapprovalbytheCityofMonticello. B.TheDeveloperisrequiredtosubmitthefinalplatinelectronicformatineitheran AutoCAD.DWGfileora.DXFfile.Allconstructionrecorddrawings(e.g.grading,utilities,andstreets) shallbeinelectronicformatinaccordancewithstandardCityspecifications.TheDevelopershallalso 174927 submitonecompletesetofreproducibleconstructionplansonMylar.Nosignatureswillbeplacedonthe finalplatuntilallconditionsofapprovalhavebeenmetandthetermsofthissectionhavebeenmet. 24.SUMMARYOFCASHREQUIREMENTS.Thedeveloperhaspaidanescrowdepositof $1,300.00 withthefinalplatapplication.Thedepositisfurnishedtocoverthecostofplanning,legal,and engineeringservicesprovidedbytheCity’sstaffandconsultants.Uponcompletionoftheprojectthese amountsshallbereconciledagainstactualCitycosts. 25.SUMMARYOFSECURITYREQUIREMENTS.Thefollowingisasummaryofthe securityrequirementsunderthisContractwhichmustbefurnishedtotheCitypriortothetimeoffinalplat approval: ErosionControlEscrow(2remainingdevelopableunits)1,000.00 IronMonuments(1lot)300.00 Sub-TotalSecurityRequirements:$1,300.00 TOTALSECURITYREQUIREMENTS$1,300.00 Thesecuritywascalculatedbasedonthefollowing: A.TheDevelopershallposta $300.00 securityforthefinalplacementofinteriorsubdivision ironmonumentsatthepropertycornersofOutlotA,whichistobereplattedintoasingle-familyhomesite. IronmonumentsonLots2-3,Block1ofthedevelopmentareinplaceandshallbereconfiguredbasedon thePineViewSecondAdditionplat.Thesecuritywascalculatedasfollows: 1unitx$300.00/unit=$300.00 ThesecuritywillbeheldbytheCityuntiltheDeveloper’slandsurveyorcertifiesthatall ironshavebeensetfollowingsitegradingandutilityandstreetconstruction.Inaddition,thecertificateof surveymustalsoincludeacertificationthatallironsforaspecificlothaveeitherbeenfoundorsetpriorto theissuanceofabuildingpermitforthatlot. 174927 B.Priortoanyconstructionintheplat,theDevelopershallpayanescrowdepositintheamount of$500.00perunitforerosioncontrolandstreetcleaningpurposes. 26.WARRANTY.TheDeveloperwarrantsallimprovementsrequiredtobeconstructedbyit pursuanttothisContractagainstpoormaterialandfaultyworkmanship.Thewarrantyperiodfor undergroundstreetsandutilitiesistwo(2)yearsandshallcommencefollowingcompletionandacceptance byCityCouncil.TheDeveloperoritsContractorsshallpostmaintenancebonds,inaformacceptabletothe City,intheamountoftwenty-fivepercent(25%)offinalcertifiedconstructioncoststosecurethe warranties.TheCityshallretaintenpercent(10%)ofthesecuritypostedbytheDeveloperuntilthe maintenancebondsarefurnishedtheCityoruntilthewarrantyperiodexpires,whicheverfirstoccurs.The retainagemaybeusedtopayforwarrantywork.TheCitystandardspecificationsforutilitiesconstruction identifytheproceduresforfinalacceptanceofstreetsandutilities. 27.RESPONSIBILITYFORCOSTS. A.TheDevelopershallpayallactualcostsincurredbyitortheCityinconjunctionwith thedevelopmentoftheplat,includingbutnotlimitedtolegal,planning,engineeringandinspection expensesincurredinconnectionwithapprovalandacceptanceoftheplat,thepreparationofthisContract, reviewofconstructionplansanddocuments,andallcostsandexpensesincurredbytheCityinmonitoring andinspectingdevelopmentoftheplat.TheDeveloperhasdepositedwiththeCitytheamountsetforthin Section24tobeusedforthepaymentofthesefeesandenforcementfees.Iftheamountinthedeposit accountdropsbelow15%oftheinitialamount,theDeveloperwillmakeadditionaldepositsinamountsset bytheCity.Atthecompletionoftheprojectandfollowingpaymentofallexpensesrelatedtotheproject, theCityshallreturntheremainingdepositfundstotheDeveloper. B.TheDevelopershallholdtheCityanditsofficers,employees,andagentsharmless fromclaimsmadebyitandthirdpartiesfordamagessustainedorcostsincurredresultingfromplat 174927 approvalanddevelopment.TheDevelopershallindemnifytheCityanditsofficers,employees,andagents forallcosts,damages,orexpenseswhichtheCitymaypayorincurinconsequenceofsuchclaims, includingattorneys'fees. C.TheDevelopershallreimbursetheCityforcostsincurredintheenforcementofthis Contract,includingengineeringandattorneys'fees. D.TheDevelopershallpayinfullallbillssubmittedtoitbytheCityforobligations incurredunderthisContractwithinthirty(30)daysafterreceipt.Ifthebillsarenotpaidontime,theCity mayhaltplatdevelopmentandconstructionuntilthebillsarepaidinfull.Billsnotpaidwithinthirty(30) daysshallaccrueinterestattherateofeighteenpercent(18%)peryear. E.Inadditiontothechargesandspecialassessmentsreferredtoherein,othercharges andspecialassessmentsmaybeimposedsuchasbutnotlimitedtoseweravailabilitycharges("SAC"),City waterconnectioncharges(“WAC”),Citysewerconnectioncharges,andbuildingpermitfees. 28.DEVELOPER’SDEFAULT.IntheeventofdefaultbytheDeveloperastoanyofthe worktobeperformedbyithereunder,theCitymay,atitsoption,performtheworkandtheDevelopershall promptlyreimbursetheCityforanyexpenseincurredbytheCity,providedtheDeveloper,exceptinan emergencyasdeterminedbytheCity,isfirstgivennoticeoftheworkindefault,notlessthanforty-eight (48)hoursinadvance.ThisContractisalicensefortheCitytoact,anditshallnotbenecessaryfortheCity toseekaCourtorderforpermissiontoentertheland.WhentheCitydoesanysuchwork,theCitymay,in additiontoitsotherremedies,assessthecostinwholeorinpart. 29.MISCELLANEOUS. A.TheDeveloperrepresentstotheCitythattheplatcomplieswithallcity,county, metropolitan,state,andfederallawsandregulations,includingbutnotlimitedto:subdivisionordinances, zoningordinances,andenvironmentalregulations.Iftheplatceasestocomplywithcounty,metropolitan, 174927 state,andfederallawsandregulations,theCitymay,atitsoption,refusetoallowconstructionor developmentworkintheplatuntiltheDeveloperdoescomply.UpontheCity'sdemand,theDeveloper shallceaseworkuntilthereiscompliance. B.ThirdpartiesshallhavenorecourseagainsttheCityunderthisContract. C.BreachofthetermsofthisContractbytheDevelopershallbegroundsfordenialof buildingpermits,includinglotssoldtothirdparties. D.Ifanyportion,section,subsection,sentence,clause,paragraph,orphraseofthis Contractisforanyreasonheldinvalid,suchdecisionshallnotaffectthevalidityoftheremainingportionof thisContract. E.Grading,curbing,approvederosioncontrolandoneliftofasphaltshallbeinstalled onallprivateandpublicstreetspriortoissuanceofanybuildingpermits,exceptmodelhomesaspermitted bythisagreementortheBuildingOfficial.Individuallotas-builtgradinganddevelopmentplanswillbe requiredforanymodelhomepermits. F.Ifbuildingpermitsareissuedpriortotheacceptanceofpublicimprovements,the Developerassumesallliabilityandcostsresultingindelaysincompletionofpublicimprovementsand damagetopublicimprovementscausedbytheCity,Developer,itscontractors,subcontractors,material men,employees,agents,orthirdparties. G.Nosewerandwaterconnectionpermitsmaybeissuedandnoonemayoccupya buildingforwhichabuildingpermitisissuedoneitheratemporaryorpermanentbasisuntilthestreets neededforaccesshavebeenpavedwithabituminoussurfaceandtheutilitiesareacceptedbytheCity Engineer. H.TheactionorinactionoftheCityshallnotconstituteawaiveroramendmenttothe provisionsofthisContract.Tobebinding,amendmentsorwaiversshallbeinwriting,signedbytheparties 174927 andapprovedbywrittenresolutionoftheCityCouncil.TheCity'sfailuretopromptlytakelegalactionto enforcethisContractshallnotbeawaiverorrelease. I.ThisContractshallrunwiththelandandmayberecordedagainstthetitletothe property.TheDevelopercovenantswiththeCity,itssuccessorsandassigns,thattheDeveloperiswell seizedinfeetitleofthepropertybeingfinalplattedand/orhasobtainedconsentstothisContract,inthe formattachedhereto,fromallpartieswhohaveaninterestintheproperty;thattherearenounrecorded interestsinthepropertybeingfinalplatted;andthattheDeveloperwillindemnifyandholdtheCity harmlessforanybreachoftheforegoingcovenants. J.Developershalltakeoutandmaintainorcausetobetakenoutandmaintaineduntil six(6)monthsaftertheCityhasacceptedthepublicimprovements,publicliabilityandpropertydamage insurancecoveringpersonalinjury,includingdeath,andclaimsforpropertydamagewhichmayariseoutof Developer'sworkortheworkofitssubcontractorsorbyonedirectlyorindirectlyemployedbyanyofthem. Limitsforbodilyinjuryanddeathshallbenotlessthan$500,000.00foronepersonand$1,000,000.00for eachoccurrence;limitsforpropertydamageshallbenotlessthan$200,000.00foreachoccurrence;ora combinationsinglelimitpolicyof$1,000,000.00ormore.TheCityshallbenamedasanadditionalinsured onthepolicy,andtheDevelopershallfilewiththeCityacertificateevidencingcoveragepriortotheCity signingtheplat.ThecertificateshallprovidethattheCitymustbegiventen(10)daysadvancewritten noticeofthecancellationoftheinsurance. K.Eachright,powerorremedyhereinconferredupontheCityiscumulativeandin additiontoeveryotherright,powerorremedy,expressorimplied,noworhereafterarising,availableto City,atlaworinequity,orunderanyotheragreement,andeachandeveryright,powerandremedyherein setforthorotherwisesoexistingmaybeexercisedfromtimetotimeasoftenandinsuchorderasmaybe 174927 deemedexpedientbytheCityandshallnotbeawaiveroftherighttoexerciseatanytimethereafterany otherright,powerorremedy. L.TheDevelopermaynotassignthisContractwithoutthewrittenpermissionofthe CityCouncil.TheDeveloper'sobligationhereundershallcontinueinfullforceandeffectevenifthe Developersellsapartorpartsoftheplattedland. M.Retainingwallsthatrequireabuildingpermitshallbeconstructedinaccordancewith plansandspecificationspreparedbyastructuralorgeotechnicalengineerlicensedbytheStateof Minnesota.Followingconstruction,acertificationsignedbythedesignengineershallbefiledwiththeCity Engineerevidencingthattheretainingwallwasconstructedinaccordancewiththeapprovedplansand specifications.Allretainingwallsthedevelopmentplans,orspecialconditionsreferredtointhisContract requiredtobeconstructedshallbeconstructedbeforeanyotherbuildingpermitisissuedforalotonwhich aretainingwallisrequiredtobebuilt. 30.NOTICES.RequirednoticestotheDevelopershallbeinwriting,andshallbeeitherhand deliveredtotheDeveloper,itsemployeesoragents,ormailedtotheDeveloperbycertifiedmailatthe followingaddress:_________________________________________.NoticestotheCityshallbein writingandshallbeeitherhanddeliveredtotheCityAdministrator,ormailedtotheCitybycertifiedmail incareoftheCityAdministratoratthefollowingaddress:MonticelloCityHall,505WalnutStreet, Monticello,Minnesota55362. CITY:CITYOFMONTICELLO BY:___________________________________________ ClintHerbst,Mayor (SEAL) AND__________________________________________ JeffO’Neill,CityAdministrator 174927 STATEOFMINNESOTA) (ss. COUNTYOFWRIGHT) Theforegoinginstrumentwasacknowledgedbeforemethis________dayof______________, 2014,by ClintHerbst andby JeffO’Neill,theMayorandCityAdministrator,respectively,oftheCity ofMonticello,aMinnesotamunicipalcorporation,onbehalfofthecorporationandpursuanttothe authoritygrantedbyitsCityCouncil. ______________________________________________ NOTARYPUBLIC 174927 KKCONSTRUCTION,INC. DEVELOPER: BY:___________________________________________ ItsPresident STATEOFMINNESOTA) (ss. COUNTYOFWRIGHT) Theforegoinginstrumentwasacknowledgedbeforemethis________dayof______________, 2014by__________________________________the____________________________________of _____________________________.aMinnesotacorporation,onitsbehalf. ______________________________________________ NOTARYPUBLIC DRAFTEDBY: CAMPBELL,KNUTSON ProfessionalAssociation 317EagandaleOfficeCenter 1380CorporateCenterCurve Eagan,MN55121 Telephone:(651)452-5000 174927 EXHIBITA TO DEVELOPMENTCONTRACT LegalDescription [METESANDBOUNDSLEGALDESCRIPTION] 174927 IRREVOCABLELETTEROFCREDIT No.___________________ Date:_________________ TO:CityofMonticello 505WalnutStreet Monticello,Minnesota55362 DearSirorMadam: Weherebyissue,fortheaccountof(NameofDeveloper)andinyourfavor,ourIrrevocableLetterofCreditin theamountof$____________,availabletoyoubyyourdraftdrawnonsightontheundersignedbank. Thedraftmust: a)Beartheclause,"DrawnunderLetterofCreditNo.__________,dated________________,2_____,of(Nameof Bank)"; b)BesignedbytheMayororCityAdministratoroftheCityofMonticello. c)Bepresentedforpaymentat(AddressofBank),onorbefore4:00p.m.onNovember30,2007. ThisLetterofCreditshallautomaticallyrenewforsuccessiveone-yeartermsunless,atleastforty-five(45)dayspriorto thenextannualrenewaldate(whichshallbeNovember30ofeachyear),theBankdeliverswrittennoticetotheMonticelloCity Administratorthatitintendstomodifythetermsof,orcancel,thisLetterofCredit.Writtennoticeiseffectiveifsentbycertified mail,postageprepaid,anddepositedintheU.S.Mail,atleastforty-five(45)dayspriortothenextannualrenewaldateaddressed asfollows:MonticelloCityAdministrator,MonticelloCityHall,505WalnutStreet,Monticello,MN55362,andisactually receivedbytheCityAdministratoratleastthirty(30)dayspriortotherenewaldate. ThisLetterofCreditsetsforthinfullourunderstandingwhichshallnotinanywaybemodified,amended,amplified,or limitedbyreferencetoanydocument,instrument,oragreement,whetherornotreferredtoherein. ThisLetterofCreditisnotassignable.ThisisnotaNotationLetterofCredit.Morethanonedrawmaybemadeunder thisLetterofCredit. ThisLetterofCreditshallbegovernedbythemostrecentrevisionoftheUniformCustomsandPracticefor DocumentaryCredits,InternationalChamberofCommercePublicationNo.500. WeherebyagreethatadraftdrawnunderandincompliancewiththisLetterofCreditshallbedulyhonoredupon presentation. BY:____________________________________ Its______________________________ 174927 CERTIFICATEOFINSURANCE PROJECT: CERTIFICATEHOLDER:CityofMonticello 505WalnutStreet Monticello,Minnesota55362 INSURED: ADDITIONALINSURED:CityofMonticello AGENT: WORKERS'COMPENSATION: PolicyNo.__________________ EffectiveDate:______________ExpirationDate:_____________ InsuranceCompany: COVERAGE-Workers'Compensation,Statutory. GENERALLIABILITY: PolicyNo.__________________ EffectiveDate:______________ExpirationDate:_____________ InsuranceCompany: ()ClaimsMade ()Occurrence LIMITS:[Minimum] BodilyInjuryandDeath: $500,000foroneperson$1,000,000foreachoccurrence PropertyDamage: $200,000foreachoccurrence -OR- CombinationSingleLimitPolicy$1,000,000ormore 174927 COVERAGEPROVIDED: OperationsofContractor:YES OperationsofSub-Contractor(Contingent):YES DoesPersonalInjuryIncludeClaimsRelatedtoEmployment?YES CompletedOperations/Products:YES ContractualLiability(BroadForm):YES GovernmentalImmunityisWaived:YES PropertyDamageLiabilityIncludes: DamageDuetoBlastingYES DamageDuetoCollapseYES DamageDuetoUndergroundFacilitiesYES BroadFormPropertyDamageYES AUTOMOBILELIABILITY: PolicyNo.__________________ EffectiveDate:______________ExpirationDate:_____________ InsuranceCompany: (X)AnyAuto LIMITS:[Minimum] BodilyInjury: $500,000eachperson$1,000,000eachoccurrence PropertyDamage: $500,000eachoccurrence -OR- CombinedSingleLimitPolicy:$1,000,000eachoccurrence AREANYDEDUCTIBLESAPPLICABLETOBODILYINJURYORPROPERTYDAMAGEONANYOFTHE ABOVECOVERAGES: Ifso,list:Amount:$________________ [Nottoexceed$1,000.00] 174927 SHOULDANYOFTHEABOVEDESCRIBEDPOLICIESBECANCELLEDBEFORETHEEXPIRATIONDATE THEREOF,THEISSUINGCOMPANYWILLMAILTEN(10)DAYSWRITTENNOTICETOTHEPARTIESTO WHOMTHISCERTIFICATEISISSUED. Datedat_____________________________On__________________________________ BY:_________________________________ AuthorizedInsuranceRepresentative CityCouncilAgenda:04/14/2014 1 5I.ConsiderationofadoptingResolution#2014-038approvinganamendmentto ConditionalUsePermitforPlannedUnitDevelopmentforUnionCrossings6th Addition andapprovingtheFinalPlatandDevelopmentAgreementforUnionCrossings6th Addition.Applicant:RyanCompanies(Marshall’s)(NAC/AS) A.REFERENCE&BACKGROUND: Property:Lot2,Block1,UnionCrossings5th Addition 14297thSteetEast,Monticello,MN55362 PlanningCaseNumber:2014-004 Request(s):PUDamendmentandFinalPlattosubdivideLot2,Block1 ofUnionCrossings5th Addition,andapprovaloftheUnion CrossingsSixthAdditionfinalplat. DeadlineforDecision:May4,2014(60days) LandUseDesignation:PlacestoShop ZoningDesignation:B-4,RegionalBusiness ThepurposeoftheB-4regionalbusinessdistrictisto providefortheestablishmentofcommercialandservice activitieswhichdrawfromandservecustomersfromthe entirecommunityorregion. Overlays/Environmental RegulationsApplicable:MississippiWild,Scenic&RecOverlayDistrict Thepurposeofthisdistrictistoprotectandpreservethe scenic,recreational,naturalandhistoricalvaluesofthe MississippiRiverinthecitybycarefullycontrolling developmentofthisrivercorridorconsistentwiththestate WildandScenicRiverAct(Minn.Stats.§103F.301et seq.)andMinn.Rules6105.0010to6105.0070;6105.0150 to6105.0250;andasapplicable,theprovisionof 6120.2600to6120.3900. FreewayBonusSignDistrict TheCityofMonticellorecognizestheneedforspecialsign allowancesalongtheI-94corridortoallowforeffective communicationtointerstatetravelers. CityCouncilAgenda:04/14/2014 2 CurrentSiteUse:Thesiteisbeingdevelopedwitha23,958squarefoot Marshallsstore,inlinewithotherUnionCrossingsretail establishmentstothewest. SurroundingLandUses: North:I-1DistrictIndustriallandandbuildings,andB-2District lots East:B-4Districtlot(SuperTarget) South:UndevelopedB-4Districtlot West:B-4Districtlots(UnionCrossingretailers) ProjectDescription:Thesubjectsiteislocatedattheintersectionof7th Street EastandHighlandWay,betweentheTargetandHome Depotproperties.ItlieswithintheUnionCrossingsPUD. Theparkinglotandlandscapingwereinstalledduring constructionofthenearbyHomeDepotandOfficeMax properties.ThesitereliesonPlannedUnitDevelopment forsharedparking,loadingandsharedaccess,andcommon maintenanceofparkingandlandscapedareas. TheapplicantisseekingasubdivisionofLot2,Block1of UnionCrossings5th Addition,tocreatetwoparcelsfrom whatiscurrentlyone.A23,958sfMarshall'sretailstore wasconstructedbyRyanCompanies,USInc.onthewest portionofLot2,andtheapplicantisproposingthe subdivisiontoseparatetheareaoccupiedbyMarshalls fromtheeasterlyremainderoftheproperty.In2007,Ryan receivedamendeddevelopmentstagePUDapprovalfor additional“inline”retaildevelopmentadjacenttoHome Depot.RyanproceededtoconstructtheOfficeMaxand PetSmartbuildingsaspartofthatapproval,butheldoffon thetwootherproposedretailspacesapprovedwiththat amendment.Astherewerenosubstantivechangestothe overallPUD,siteplanand/orbuildingaestheticsforthe constructionoftheMarshall’sbuilding,theconstructionof theinlineretaildidnotrequireseparatePlanning CommissionorCouncilreview. Theplatrevisionwillenabletheapplicanttoexecutea leasewiththeMarshallsstore.TheMarshallsparcelwill beLot1,Block1,UnionCrossings6thAddition,andthe remainderwillbeLot2ofUnionCrossings6th Addition, retainingtheremaininglandforfutureretailuse. UnionCrossingswasdevelopedasaPlannedUnit Developmenttoprovideforavarietyofretailbuildingsina CityCouncilAgenda:04/14/2014 3 shoppingcenterarrangement.Thezero-lot-linesubdivision inthiscasedoesnotraiseanyissuesfromaplanning standpoint,sincethesitewasdevelopedtoprovideutilities andstormwatercontrolonacomprehensivebasis,rather thanlotbylot. ANALYSIS PLANNEDUNITDEVELOPMENTAMENDMENT:APlannedUnitDevelopment allowsforflexibilityinperformancestandardswiththeunderstandingthatthe developmentwillbeheldtohigherstandardsofsiteandbuildingdesignthanwould ordinarilyberequired.Itistheapplicant’sresponsibilitytodesignthedevelopmentwith significantbenefitsandcommunicatethosebenefitstotheCityforallowingaPUD. Basedonthefollowinganalysisofthesite,aPUDamendmenttoallowthesubdivisionof Lot2,Block1ofUnionCrossings5th AdditionwillnotresultinasituationwhereLots1 or2oftheproposedUnionCrossings6th Additionwillbeunabletoadheretorequired PUD,zoningordinanceorsubdivisionstandards. Setbacks.ThesiteiszonedB-4,RegionalBusiness.Inthisdistrict,thereareno minimumsetbackrequirements. Parking.ParkingareaswereestablishedatthetimeoftheoriginalPUDapprovalbased onanexpectationforretailuseoftheproperty.Thenumberofparkingstallsprovided exceedstheminimumrequirementforthesite.Asstatedabove,thesitereliesonPlanned UnitDevelopmentforasharedparkingarrangementbetweentenants.Itisexpectedthat overflowparkingfromthisusewillrelyontheexcessparkingstallsoftheinlinesiteto accommodateparkingneedsduringpeakperiods.Assuch,theproposedparkingis appropriateforthesite. Landscaping.Landscapingonthesiteconsistsofexistingplantingsattheperimeterof thepropertyandwithintheexistingparkinglot.Newplantingsarenotindicatedonthe surveyinconnectionwiththisapplication.PlantingsadjacenttothenewMarshall building,orapotentialfutureretailbuildinginLot2ofUnionCrossings6th Additionto theeast,shalladheretostandardsprovidedintheUnionCrossingsPUDagreement. AccessandCirculation.Accessandcirculationwasestablishedatthetimeofthe originalPUDandisinplaceforthisproject.Toaccommodatethenewretailuse,both Marshall’sandtheremainderparcel(Lot2)willneedtoverifyaccesseasementrights overtherearservicedrivearea.Theapplicantsshouldprovidedocumentationofthese privateeasements,alongwithreconfirmingoverallaccessrightsthroughoutthePUD. LotConfiguration.Theplatshowsanunusualconfigurationoflotlinesresultingfrom thesubdivisionoftheremainingparcelfromtheMarshall’sproperty.Theapplicant indicatesthatthisistheresultoftwoprimaryfactors.First,theowner/developeris interestedinretainingaportionofthedevelopedparkingareaforownershipbyafuture retailerontheremainingparcel(eventhoughtheoperationsagreementsspecifiesthat CityCouncilAgenda:04/14/2014 4 cross-parkingispermittedthroughouttheprojectregardlessofownership).Second,the applicantindicatesthatthereisanoperationalrequirementtoretainastandardizedratio betweenbuildingsizeandlandareawhichnecessitatesthataportionofthecommonarea isattachedtotheMarshall’sparcel. Becausethisprojectismanagedextensivelybythecommonarearequirements,theodd parcelshapesdonotraisetheissuesthattheyoftenmight.Thesetypesofarrangements canraisepropertylinedisputeswhenindividualmaintenanceisbeingdone–the commonmaintenanceaspectofthisprojectnegatesthatissue.AprivateOperationsand EasementAgreement(OEA)isinplacebetweenthelotsandpartiesassociatedwiththis PlannedUnitDevelopment. Grading,Drainage,andUtilities.Gradinganddrainagerequirementswereconsidered andimplementedwiththeoriginalPUD,aswereutilityinstallations.Existingutility easementssurroundthesubjectsite,runningalongthenorthmaintenanceandaccess drive,alongHighlandWaytotheeast,andthroughtheexistingPUDparkinglot.Both thenewMarshallbuildinginLot1,Block1ofUnionCrossings6th Addition,andafuture retailestablishmentinLot2,Block1ofUnionCrossings6th Additioncanconnectwith waterandstormsewerutilitieswithintheseexistingeasements. Theapplicantshaveprovidedspecificdocumentationofeasementaccesstoprivatewater servicesthroughtherearportionofthepropertyacrosstheareaownedbyOfficeMax, andprivatesanitarysewerserviceacrosstheparkinglotareathatwillbelongto Marshall’s.Italsoindicatesontheplatthatperimeterdrainageandutilityeasementswill beretained.AdditionalcommentsfromtheCityEngineer,ifany,maybepresentedat thePlanningCommissionmeeting. DEVELOPMENTAGREEMENT: Thedevelopmentagreementforthisprojectactsasbotharecordofthecontractrelatedto platdevelopmentandasarecordofthechangestotheplannedunitdevelopmentfor UnionCrossingsconsideredforthisapplication. Inrelationshiptotheconditionsofapproval,whichareencapsulatedwithinthe developmentcontract,thedevelopershaveindicatedanintenttocomplywithconditions asnoted.ThedeveloperhasalreadyprovidedacopyoftheOperationsandEasement Agreement,whichprovidesfortherequiredcrosseasementsforparking,accessand utilities. TheCityEngineerhasnotrecommendedchangestothefinalplatorplannedunit developmentplans.TheCityAttorneyhasalsoreviewedthedevelopmentcontractand recommendsitsapproval. PlanningCommissionRecommendation: ThePlanningCommissionreviewedthisitemonApril1st,2014andheldapublic hearingontherequest. CityCouncilAgenda:04/14/2014 5 TheCommissioninquiredastotheirregularconfigurationoftheproposedlots.Asnoted above,theapplicanthascitedanoperationalrequirementtoretainaratiobetween buildingsizeandlandarea,causingtheunusuallotlineconfiguration.However,the privateOEAandtheCity’sdevelopmentagreementforPUDrequirethecontinuationof easementsforcrossaccess,parkingandutilitypurposes. Otherthantheapplicant’srepresentative,Mr.KevinPfeifferofRyanCompanies,who madehimselfavailableforquestionsoftheCommission,nopublictestimonywasgiven. B.ALTERNATIVEACTIONS: ThePlanningCommissionunanimouslyrecommendsapprovalofthefinalplatand amendmenttoPlannedUnitDevelopment. 1.MotiontoadoptResolution#2014-038,approvingthePUDamendmentto subdivideLot2,Block1ofUnionCrossings5th AdditionandapprovingtheFinal PlatandamendedDeveloper’sContractandPlannedUnitDevelopment AgreementforUnionCrossings6th Addition,basedonfindingsinsaidresolution andsubjecttotheconditionsoutlinedinExhibitZ. 2.MotiontodenyadoptionofResolution#2014-038forthePUDamendmentand finalplat,basedonafindingthattheproposedsubdivisionisnotconsistentwith theintentoftheexistingUnionCrossingsPUD,theB-4District,orthe subdivisionordinance. C.STAFFRECOMMENDATION: StaffrecommendsapprovalofAlternative#1assubmitted,withthecommentsofthe CityEngineerandasfoundinExhibitZofthisreport.Theproposalisintendedto accommodatetheexpansionoftheretailprojectasanticipatedwiththeoriginalPUD. D.SUPPORTINGDATA: ExhibitZ–ConditionsofApproval A.Resolution#2014-038 B.PlanningCommissionResolution2014-035 C.AerialSiteImage D.ApplicantNarrative E.LandUseApplication F.CertificateofSurvey G.FinalPlat–UnionCrossingsSixthAddition H.DevelopmentContractandPUDAgreementforUnionCrossingsSixthAddition CityCouncilAgenda:04/14/2014 6 EXHIBITZ PUDAmendmentandFinalPlatforUnionCrossingsSixthAddition 14297thSteetEast,Monticello,MN55362 Lot2,Block1,UnionCrossings5th Addition . 1.TheapplicantshallrevisetheplanstocomplywithallrecommendationsoftheCityEngineer regardinggrading,drainage,andutilities,ifany. 2.Theapplicantshallprovidedocumentationofupdatedeasementsforpublicandprivate sewer,water,andaccesstothenewparcelsintheplat. 3.ExecuteadevelopmentagreementcoveringthetermsoftheCity’sPlatandPUDapproval. CITYOFMONTICELLO WRIGHTCOUNTY,MINNESOTA RESOLUTIONNO.2014-038 APPROVINGAFINALPLATFORUNIONCROSSINGSSIXTHADDITIONAND AMENDMENTTOAPLANNEDUNITDEVELOPMENT WHEREAS,RyanCompaniesUSInc.isrequestingaFinalPlatandPUDamendmentto subdivideLot2,Block1ofUnionCrossings5th Additionandapprovaloftheresulting UnionCrossingsSixthAdditionsubdivision;and WHEREAS,uponreviewofthesitesurveyandfinalplatforUnionCrossingsSixth Addition,planningstaffrecommendedapprovaloftheplatrevisioninitsreportbasedonthe findingthatthesubdivisionwilladheretoUnionCrossingsPUD,B-4District,and subdivisionordinancerequirements;and WHEREAS,thePlanningCommissionheldapublichearingonApril1,2014onthe applicationandtheapplicantandmembersofthepublicwereprovidedtheopportunityto presentinformationtothePlanningCommission;and WHEREAS,thePlanningCommissionhasconsideredallofthecommentsandthestaff report,whichareincorporatedbyreferenceintotheresolution;and WHEREAS,thePlanningCommissionoftheCityofMonticellomakesthefollowing FindingsofFactinrelationtotherecommendationofapproval: 1.TheproposedUnionCrossingsSixthAdditionsubdivisionwilladheretoestablished UnionCrossingsPUD,B-4District,andsubdivisionordinancerequirements;and 2.TheproposedUnionCrossingsSixthAdditionsubdivisionwillsupportcommercial usesdesignatedforthesubjectareaintheMonticelloComprehensivePlan. WHEREAS,aftertakingpubliccomment,thePlanningCommissionrecommendedapproval ofthefinalplatofUnionCrossingsSixthAdditiontotheCityCouncilperResolution2014- 035;and WHEREAS,theMonticelloCityCouncilreviewedtherecommendationofthePlanning CommissiononApril14th,2014; NOWTHEREFORE,BEITRESOLVEDBYTHECITYCOUNCILOFMONTICELLO, MINNESOTA,thatthefinalplatandamendmenttoPlannedUnitDevelopmentoftheUnion CrossingsSixthAddition,withdrainageandutilityeasementsasrequired,ishereby approvedcontingentuponmeetingallconditionsofthesubdivisionordinance;andthe followingconditions: 1.Theapplicantshallrevisetheplanstocomplywithallrecommendationsofthe CityEngineerregardinggrading,drainage,andutilities,ifany. 2.Theapplicantshallprovidedocumentationofupdatedeasementsforpublicand privatesewer,water,andaccesstothenewparcelsintheplat. 3.ExecuteadevelopmentagreementcoveringthetermsoftheCity’sPlatandPUD approval. BEITFURTHERRESOLVEDBYTHECITYCOUNCILOFMONTICELLO, MINNESOTA,thatthedocumenttitled“AmendmenttoDevelopmentContactandPlanned UnitDevelopmentAgreement–UnionCrossingsSixthAddition,”withassignmentofthe specifictermsandconditionsforpublicimprovementsandthespecifictermsandconditions forplatdevelopment,isherebyapproved. ADOPTEDBY theMonticelloCityCouncilthis14thdayofApril,2014. CITYOFMONTICELLO _______________________________ ClintHerbst,Mayor ATTEST: _______________________________ JeffO’Neill,CityAdministrator RYAN A+E, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax IVAN MagigniegatiWiraMIgni MMHG LASTIKC ItiLATIONSHIPS WWW.RYANCOMPANIES.COM 3/3/2014 Angela Schumann Community Development Director 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Marshall's Land Use Application 700-124 Dear Angela Schumann Please, accept the land use application for Marshall's in the Union Crossings development. The proposed land use action is to divide Union Crossings 5 th Addition Lot 2, Block 1 into two separate lots. A 23,958 sf Marshall's retail store has been constructed onsite by Ryan Companies, US Inc., this proposed plat revision will be used to execute the lease. The inline building has met all city requirements and fits within the character of the rest of the development. Parking for Marshall's is located directly south of the building creating an accessible route to the front door. The proposed plat indicates a 0.66 acre lot yet to be developed. On the certificate of survey utilities are indicated and a proposed easement is shown to allow for sanitary connection to a future building. This package includes the Land Use Application, Certificate of Survey and Final Plat. If you have questions on any of the submittal documents feel free to contact Kevin Pfeiffer 612-492- 4366. Sincerely, Ryan A+E Kevin Pfeiffer Landscape Architect Property Address Property Legal Description Property ID Number Owner Name Owner Address Owner Phone/Email Applicant Name Applicant Address Applicant Phone/Email 1429 7th Steet East, Monticello, MN 55362 Lot 2, Block 1, Union Crossings Fifth Addition 155220001020 Ryan Companies US, Inc. 50 South 10th Street Minneapolis, MN 55403 Kevin Pfeiffer 50 South 10th Street Minneapolis, MN 55403 (612 ) rr ' -4344 sty, ,fintros_e_ med., Administrative Adjustment Not applicable Map Amendment (Rezoning) $200 + escrow Text Amendment $200 + escrow Comprehensive Plan Amendment $200 + escrow Collaborative $50 + escrow Concept $200 + escrow Development $200 + escrow Final $50 + escrow Site Plan Review $200 + escrow Sketch Plan Review Not applicable Preliminary Plat $300 + escrow Final Plat X $50 + escrow Variance $200 + escrow Vacation (Easement or Right of Way) $200 + escrow Amendment to Ordinance X Conditional Use Permit $200 + escrow Planned Unit Development Other (Vegetation Cutting, Temp Infrastructure) $0 Subdivision Simple Sub/Admin Lot Comb/Lot Line Adjustment $200 + escrow SpeCial Planning Commission Mee *Request rellesbn availability of o quorum of Planning Commission;, 351;) Total Fees from Above (only one fee required far combination applications) CITY OF MONTICELLO Community Development 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 . info@ci.monticello.mn.us Land Use Application Revised 5/30/2013 (Signature) (Date) (SignatVZ (Date) 3 -3")? I acknowledge the Fees & Escrow Purpose explanation below and hereby agree to pay all statements received pertaining dditional application expense and City review. 3-3-1`l (Date) Application Determined Complete Date/By Application Action Deadline Date 60 Days 120 Days I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance re• is and conditions regarding other City approval that have been previously granted. This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. Timeline for Review MN State 15.99 allows a 60-day review period for final action on a land use application, once that application is found to be complete, unless the City extends the review period and so notifies the applicant. Your request will not be scheduled for public hearing or City review until all required information has been provided and found to be adequate by the Community Development Department. Purpose of Fees & Escrow Fees: The application fees are used for publication of the public hearing notice in the Monticello Times, for postage to mail the required notice to adjacent properties as outlined by ordinance, and recording fees. Escrow: The City uses escrow deposits for staff and consultant time for case review and preparation of documents related to the application. This may include engineering, legal, planning and environmental consultation. Should the original escrow be exceeded, the applicant or responsible party will be billed for all additional services. It is the policy of the City of Monticello to require applicants for land use approvals to reimburse the City for costs incurred in reviewing and acting upon applications, so that these costs are not borne by the taxpayers of the City. These costs include all of the City's out-of-pocket costs for expenses, including the City's costs for review of the application by the City's staff, Consulting Engineer, Consulting Planner, City Attorney, or other consultants. The City will invoice the applicant for these costs within 3 months of final action on the land use application and payment will be due within thirty (30) days. If payment is not received as required by this agreement, the City will proceed on action to assess or lien. Payment of costs will be equired whether the application is granted or denied. Application Received Date 1 (reservedforrecordinginformation) AMENDMENTTODEVELOPMENTCONTRACT AND PLANNEDUNITDEVELOPMENTAGREEMENT UNION CROSSINGS SIXTH ADDITION DEVELOPMENTCONTRACT(“Contract”)dated____________________,2014,byand betweenthe CITYOFMONTICELLO,aMinnesotamunicipalcorporation(“City”),and RYAN COMPANIESUS,INC.,aMinnesotaCorporation(the“Developer”). 1.BACKGROUND.TheCityandtheDeveloperhavepreviouslyenteredintothatcertain DevelopmentContractandPlannedUnitDevelopmentAgreementforUnionCrossings,dated ________________(the“Agreement”)inconnectionwiththeplattingofcertainlandsituatedintheCity ofMonticello,CountyofWright,StateofMinnesota,legallydescribedassetforthinthePlatofUnion Crossings(hereinafterthe“subjectproperty”). 2.APPROVALS.OnApril14th,2014,theCityapprovedthefinalplatfor UNION CROSSINGSSIXTHADDITION (referredtointhisContractasthe“Plat”orthe“Development”).The landwithinthePlatissituatedintheCountyofWright,StateofMinnesota,andislegallydescribedonthe 2 attachedExhibit“A”(“SubjectProperty”).OnApril14th,theCityapprovedissuingaConditionalUse PermitforAmendmenttoPlannedUnitDevelopmentinconjunctionwiththeplat. 3.CONDITIONSOFPLATAPPROVAL.TheCityherebyapprovestheplatoncondition thattheDeveloperenterintothisContract,satisfytheconditionsrequiredbyit,andrecordtheplatwiththe CountyRecorderorRegistrarofTitleswithin100daysaftertheCityCouncilapprovesthefinalplatorthe executionofthisContract,whicheveroccurslater. 4.CONDITIONSOFCONDITONALUSEPERMITAPPROVAL.TheCity‘sapproval oftheconditionalusepermit(“CUP”)foramendmenttoplannedunitdevelopmentisbasedonthe conditionsthat: A.TheDeveloper(s)hasprovidedtheCitywitharecordedlegalinstrumentexecutedby thepartiesconcerningtheparties’rightsforcross-useofoff-streetparkingfacilitiesandsite access,andforaccess,operationandmaintenanceofrequiredprivateutilitiesasshownontheplat. TheCityshallnotbeapartytothelegalinstrument,shallnothaveanydutytoenforceany agreementamongorbetweenthepartiesregardingsiteaccessorparking,orbeboundbythat instrumentwhenreviewingfutureapplicationsfromthepartiesorsubsequentowners. NoadditionaleasementsarerequiredbytheCityinconnectionwiththeplat. 5.AMENDEDPLANNEDUNITDEVELOPMENTAPPROVAL.TheCityhereby grantsapprovalofthisAmendedPlannedUnitDevelopmentAgreementsubjecttocompliancewiththe termsandconditionsofthisAgreement. 6.EFFECTONPREVIOUSAPPROVALANDAGREEMENT.ThisAgreement supplementsandamendsthepreviousCityapprovalsandDevelopmentContractandPlannedUnit DevelopmentAgreementforUnionCrossingsreferencedinparagraph1.Allprovisionsofthat AgreementshallcontinueinfullforceandeffectexceptasmodifiedbythisAgreement. 7.MISCELLANEOUS. A.ThirdpartiesshallhavenorecourseagainsttheCityunderthisAgreement. 3 B.BreachofthetermsofthisAgreementbytheDevelopershallbegroundsfordenial ofbuildingpermits,includinglotssoldtothirdparties,totheextentthatthebreachaffectstheareawithin whichthebuildingpermitsarerequested. C.Ifanyportion,section,subsection,sentence,clause,paragraph,orphraseofthis Agreementisforanyreasonheldinvalid,suchdecisionshallnotaffectthevalidityoftheremainingportion ofthisAgreement. D.Theactionorinactionofanypartyshallnotconstituteawaiveroramendmenttothe provisionsofthisAgreement.Tobebinding,amendmentsorwaiversshallbeinwriting,signedbythe partiesandapprovedbywrittenresolutionoftheCityCouncil.Anyparty’sfailuretopromptlytakelegal actiontoenforcethisAgreementshallnotbeawaiverorrelease. E.ThisAgreementshallrunwiththelandandmayberecordedagainstthetitletothe property.TheDevelopercovenantswiththeCity,itssuccessorsandassigns,thattheDeveloperiswell seizedinfeetitleofthepropertyand/orhasobtainedconsentstothisContract,intheformattachedhereto, fromallpartieswhohaveaninterestintheproperty;thattherearenounrecordedinterestsintheproperty. TheDeveloperwillindemnifyandholdtheCityharmlessforanybreachoftheforegoingcovenants.Upon writtenrequestfromtheDeveloper,theCityshallissuearecordabledocumentwhichcertifiestheextentto whichtheDeveloperisincompliancewiththisContract. F.ThisAgreementshallbebindingupontheparties,theirheirs,successors,orassigns, asthecasemaybe. 8.NOTICES.RequirednoticestotheDevelopershallbeinwriting,andshallbeeitherhand deliveredtotheDeveloper,itsemployeesoragents,ormailedtotheDeveloperbycertifiedmailatthe followingaddress:50SouthTenthStreet,Suite300,Minneapolis,Minnesota55403-2012.Noticestothe CityshallbeinwritingandshallbeeitherhanddeliveredtotheCityAdministrator,ormailedtotheCityby 4 certifiedmailincareoftheCityAdministratoratthefollowingaddress:MonticelloCityHall,505Walnut Street,Monticello,Minnesota55362. CITYOFMONTICELLO BY:________________________________________ ClintHerbst,Mayor (SEAL) AND_______________________________________ JeffO’Neill,CityAdministrator STATEOFMINNESOTA) (ss. COUNTYOFWRIGHT) Theforegoinginstrumentwasacknowledgedbeforemethis________dayof______________, 2014,byClintHerbstandbyJeffO’Neill,theMayorandCityAdministratoroftheCityofMonticello,a Minnesotamunicipalcorporation,onbehalfofthecorporationandpursuanttotheauthoritygrantedbyits CityCouncil. ____________________________________________ NOTARYPUBLIC 5 DEVELOPER: RYANCOMPANIESUS,INC. BY:________________________________________ ItsVicePresident STATEOFMINNESOTA) (ss. COUNTYOFHENNEPIN) Theforegoinginstrumentwasacknowledgedbeforemethis________dayof______________, 2014,by__________________________________the_VicePresidentofRyanCompaniesUS,Inc.,a Minnesotacorporation,onitsbehalf. ____________________________________________ NOTARYPUBLIC DRAFTEDBY: AMS CityofMonticello 505WalnutStreet,Suite1 Monticello,MN55362 6 EXHIBIT“A” [LegalDescription] CityCouncilAgenda:04/14/14 1 5J.ConsiderationofapprovingarequestforConditionalUsePermitforaK-12School inanR-1(SingleFamilyResidence)District.Applicant:HolySpiritAcademy. (NAC) A.REFERENCE&BACKGROUND: Property:1001East7th Street,St.Henry’sCatholicChurch Lot1,Block1,ChurchofSt.Henry1st Addition PlanningCaseNumber:2014-014 Request(s):Amendmentto ConditionalUsePermittoallowaschool (HolySpiritAcademy)tooccupyaportionofa“placeof publicassembly”(St.Henry’sCatholicChurch)inanR-1 District. DeadlineforDecision:May16,2014(60days) LandUseDesignation:PlacesforCommunity ZoningDesignation:R-1,SingleFamilyResidenceDistrict Thepurposeofthe"R-1"singlefamilydistrictisto provideforlowdensity,singlefamily,detached residentialdwellingunitsanddirectlyrelated complementaryuses. CurrentSiteUse:ThesubjectsiteiscurrentlyoccupiedbytheSt.Henry CatholicChurch. SurroundingLandUses: North:R-3District(St.BenedictsSeniorCommunity) South:Freeway East:B-4District(UnionCrossingsCenter) West:R-1District(vacant)–ownedbySt.Henry’sCatholic Church ProjectDescription:St.HenryCatholicChurchwishestoleasethewestendof theirchurchbuilding(socialhallandclassroomwing)to theHolySpiritAcademy,aprivatelyfundedCatholichigh school.Withtheexceptionofsignage,noexteriorphysical CityCouncilAgenda:04/14/14 2 modificationstothesiteorbuildingareproposedasaresult oftheproposedschooloccupancy. St.HenryCatholicChurchwasgrantedaconditionaluse permitforitsusein1998.Thisrequestisanamendmentto theoriginalCUP. Schoolenrollmentisexpectedtorangefrom10to100 students.Schoolactivitieswillinvolvetheuseofsome classrooms,asmallgymnasiumandrestrooms.Atthe sametime,theschoolmayconductphysicaleducation, recessorgroupactivitiesinthechurchplayfieldonthe westsideofthesite.Theschoolandchurchplanno changestotheexistinglandscapeorsitetoaccommodate theschoolneeds. Theschoolwillbeaccessedfromthewest.Inthisregard, vehicledrop-offandpickupactivitieswilloccurwithinthe church’swestparkinglot.Loadingactivitiesareexpected tobeminimalbutcanbeaccommodatedonthenorthside ofthechurch’swestwing. OrdinanceRequirements AllowanceinR-1District.Bothchurches(“placesofpublicassembly”)andschools- K-12arelistedasconditionalusesintheapplicableR-1zoningdistrict.Inthisparticular case,thechurchisclearlytheprimaryuseofthesubjectproperty.Schoolsarehowever, consideredcommonandincidentaltochurchuses. SchoolPerformanceStandards.Section5.2.D(7)oftheZoningOrdinanceestablishes specificperformancestandardsforschools.Inthisregard,thefollowingstandardsmust besatisfied: (7)K-12Schools(publicorprivate): (a)Educationalinstitutionsonparcelsexceeding20,000squarefeetinareashall belocatedwithdirectfrontageon,andaccessto,acollectororarterialstreet. (b)Thebuildingsaresetbackfromadjoiningresidentialdistrictsadistanceno lessthandoubletheadjoiningresidentialsetback. (c)Whenabuttingaresidentialuseinaresidentialusedistrict,thepropertyshall bescreenedwithanaestheticbuffer(Table4-2,BufferType“B”)in accordancewithsection4.1(G)ofthisordinance. (d)Adequateoff-streetparkingandaccessisprovidedonthesiteoronlots CityCouncilAgenda:04/14/14 3 directlyabuttingordirectlyacrossapublicstreetoralleytotheprincipaluse incompliancewithSection4.8ofthisordinanceandthatsuchparkingis adequatelyscreenedandlandscapedfromsurroundingandabuttingresidential usesincompliancewithSection4.1(F)ofthisordinance. (e)Adequateoff-streetloadingandserviceentrancesareconsideredand satisfactorilyprovidedinaccordancewithSection4.9ofthisordinance. (f)ExteriorlightingstandardsoutlinedinSection4.4ofthisordinanceshallbe met. Theproposedschoolusemeetstheprecedingperformancestandardsasoutlinedwithin theOrdinance.Tobenotedisthattheoriginalcalculationofthechurch’soff-street parkingdemandassumedfulloccupancyofthechurchbuilding.Thus,increasedparking resultingfromtheschoolusewaspreviouslyconsidered. CUPEvaluationCriteria AccordingtoSection2.4(D)(4)(a)oftheZoningOrdinance,approvalofaconditional usepermitapplicationrequiresthattheCityfindthatconditionscanbeestablishedto ensurethatacertainsetofcriteriawillbemet.Thefollowingisalistingofthe conditionalusepermitcriteria: (i)Theconditionalusewillnotsubstantiallydiminishorimpairproperty valueswithintheimmediatevicinityofthesubjectproperty; (ii)Theconditionalusewillnotbedetrimentaltothehealth,safety,morals, orwelfareofpersonsresidingorworkingneartheuse; (iii)Theconditionalusewillnotimpedethenormalandorderlydevelopment ofsurroundingpropertyforpermittedusespredominantinthearea; (iv)Theconditionalusewillnotposeanundueburdenonpublicutilitiesor roads,andadequatesanitaryfacilitiesareprovided; (v)Theconditionalusecanprovideadequateparkingandloadingspaces, andallstorageonthesitecanbedoneinconformancewithCitycode requirements; (vi)Theconditionalusewillnotresultinanynuisanceincludingbutnot limitedtoodor,noise,orsightpollution; (vii)Theconditionalusewillnotunnecessarilyimpactnaturalfeaturessuch aswoodlands,wetlands,andshorelines;andallerosionwillbeproperly controlled; CityCouncilAgenda:04/14/14 4 (viii)Theconditionalusewilladheretoanyapplicableadditionalcriteria outlinedinChapter5oftheOrdinancefortheproposeduse. Withtheexceptionofsignage,noexteriorphysicalmodificationstothesiteorbuilding areproposed.Inthisregard,Staffexpectsthattheprecedingevaluationcriteriacanbe satisfied. Signage AccordingtoHolySpiritAcademyrepresentatives,thefollowingsignsareproposedto beerecteduponthesubjectproperty: Afreestandingschoolidentificationsign(4’x8’)placednearwestentrancetothe site. Directionalsign(2’x4’)nearwestentrance. Whileproposedsitesignagehasbeendescribedintheapplicant’snarrative,adetailed signplanhasnotbeenprovided.AsaconditionofCUPapproval,adetailedsignplan shouldbesubmittedsubjectreviewbyCityStaffandsignpermitwhichconformstothe City’ssignordinance. PlanningCommissionRecommendation ThePlanningCommissionreviewedthisitemonApril1st,2014,andheldapublic hearingontherequest. Theapplicant’srepresentative,Mr.JoshuaLaFond,waspresenttoaddressthe Commission.TheCommissioninquiredwhethertheschoolwouldutilizeanyofthe propertyonthesouthsideof7th Street;theapplicantindicatedthattheywouldnot.The Commissionalsoaskedforclarificationonthenumberofstudentsandintendedage groupsfortheschool.Mr.LaFondindicatedthatthecharterproposalwouldallowforup to150students.Atpresent,theyareanticipatingaccommodatingarangeof40-70 studentsin9-12grade,primarily9th and10th.Asnotedinthesiteplans,thereis additionalclassroomspaceatthefacilitytoaccommodatestudentpopulationgrowth,but Mr.LaFondindicatedthataspopulationneared150students,theywouldbelookingfor analternatelocation.TheCommissionalsoconfirmedwithMr.LaFondthatatpresent, thetransportationarrangementswillbeprimarilyviaparentpick-up/drop-off.The applicantindicatedthattheywouldworkwithSt.Henry’sonfree-standingsignage,as necessary. Nootherpublictestimonywasgiven. B.ALTERNATIVEACTIONS: ThePlanningCommissionunanimouslyrecommendsAlternative1below. CityCouncilAgenda:04/14/14 5 1.MotiontoapprovetheConditionalUsePermitforHolySpiritAcademy,basedon findingsinPlanningCommissionResolution2014-034andcontingenton compliancewiththoseconditionsspecifiedinExhibitZ. 2.MotiontodenytheConditionalUsePermitforHolySpiritAcademy,basedon findingstobemadebytheCityCouncil. C.STAFFRECOMMENDATION: Consideringthatnoexteriormodificationstothesiteand/orbuildingareproposed,with theexceptionofpossiblesignage,impactsresultingfromtheproposeduseareexpected tobeminimal.Withthisinmind,StaffrecommendsAlternative#1forapprovalofthe ConditionalUsePermitsubjecttotheconditionslistedinExhibitZ. D.SUPPORTINGDATA ExhibitZ–ConditionsofApproval A.PlanningCommissionResolution2014-034 B.AerialSiteImage C.LandUseApplication D.ApplicantNarrative E.Letter,St.Henry’sCatholicChurch,datedMarch16th,2014 F.SitePlans CityCouncilAgenda:04/14/14 6 ExhibitZ–ConditionsofApproval St.HenryCatholicChurch HolySpiritAcademy ConditionalUsePermit 1.AdetailedsignplanshallbesubmittedsubjecttoreviewbyCityStaffandsignpermit. 2.Futuresiteand/ormodificationsrelatedtoanintensificationoftheschoolorchurchuseshall requireapprovalofconditionalusepermitamendment. 3.Internalbuildingmodificationsshallbesubjecttobuildingpermitasdeemedappropriateby theCityBuildingOfficial. Request for Conditional Use Permit for a K-12 School in an R-1 (Single Family Residence) District, Lot 1, Block 1, Church of St. Henry, and Lot 1, Block 1, Church of St. Henry 1st Addition, 1001 7th Street E, 155215001010 155115001010 CityCouncilAgenda:04/14/14 1 7A.Considerationofapprovingspecificationsandauthorizingadvertisementforbids forreplacementofafiretendertruckfortheMonticelloFireDepartment (WO/SJ) A.REFERENCEANDBACKGROUND: The2014budgetincludesa$335,000appropriationforthepurchaseofanewfiretender (MFD7).TheCentralEquipmentFund,aninternalservicefund,willmakethepurchase andrecoverthecostswithannualleasepaymentsfromtheGeneralFund.Theannual leasepaymentisestimatedat$41,300overtenyears. Aspartofthe2014budgetdiscussion,theFireDepartmentwasexpectedtohavethe city’sPublicWorksDepartmentrefurbishEngine1oncethenewtenderisplacedin service.Engine1wouldthenbeputbackinoperationuponcompletionofthe refurbishment.Thistypeofinter-departmentalcooperationcreatesasharedcommitment tocontrolcostsbyextendingthelifeofequipmentwhileprovidingthehighestpossible levelofservice. InanemailonThursday,SteveJoergnotedthatafterfurtherreviewwithTomMoores, theywouldprefertosavemoneyandtimebydoingcosmeticrepairstoEngine1andnot doacompletepaintjobpriortoplacementbackintoservice.Stevewentontonotethat hepreferstomoveforwardonthisimportantacquisitionandnotdelaythedecisionto moveforward.MoreinformationontheextentofcosmeticrepairstobedonetoEngine 1andtheassociatedeffectonusefullifeistobeprovidedatthemeetingonMonday. ThefollowinglistofequipmentisperChiefJoerg: Engine4,newin2009,isingreatshape. Engine1,newin1995,bothpumpandengineareingoodshape. Tender3,newin2006,isingreatshape. Tender2,putintoserviceis1982,isoutofserviceandhasbeendismantledwith thetankgoingtothestreetdepartment.Thisisthetruckwearereplacing. Ladder1,putintoservice1988isstillingoodshape. SealedbidsfortheFireTenderwillbereceivedupto10A.M.onThursday,May8th and thebidopeningwilltakeplaceat10A.M.onMay8th.Bidresultsareexpectedtobe presentedtoCouncilforapprovalattheMay12th Councilmeeting. A1.BudgetImpact:InitialpurchaseandannualGeneralFundleasepayments referencedabove. A2.StaffWorkloadImpact:Requiresstafftoadvertiseforbids,sendout specifications,receiveandcompilebids,andmakerecommendationforfinal councilapprovalofpurchase. A3.LegalReview:Notapplicable. CityCouncilAgenda:04/14/14 2 B.ALTERNATIVEACTIONS: 1.Motiontoapprovespecificationsandauthorizeadvertisingforbidsforanewfire tendertruck,anddirectstaffregardingthelevelofrefurbishmenttoEngine1,ifany. 2.Motiontonotapprovespecificationsandauthorizeadvertisingforbidsatthistime. C.STAFFRECOMMENDATION: CityStaffrecommendsAlternative#1. D.SUPPORTINGDATA: SpecificationsforFireTender#7 Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 1 | Page Yes No Information for Contractors Sealed proposals are desired from reputable manufacturers of automotive fire apparatus in accordance with these specifications and with the advertisement, a copy of which is attached, for the piece of apparatus as follows: Fire Truck, triple combination pumper, 750 gallon per minute, hosebody, booster tank, and all other appurtenances in accordance with the following: GENERAL REQUIREMENTS Each bid must be accompanied by bidders accurate written and detailed specifications covering the apparatus and equipment which it is proposing to furnish and to which the apparatus furnished under the Contract must conform. It is the intent of these specifications to cover the furnishing and delivering to the purchaser, complete apparatus equipped as specified. Minor details of construction and materials where not otherwise specified are left to the discretion of the Contractor who shall be solely responsible for the design and construction of all features. Such details and other construction not specifically covered herein or not at variance with these specifications should conform with the intent of the specifications as outlined in Booklet No. 1901 dated 2009. The apparatus being furnished under these specifications shall conform to the requirements specific to pumper fire apparatus NFPA Booklet 1901 version 2009. Any test equipment required or expense incurred for the Certification Tests shall be borne by the Contractor supplying this equipment. RELIABILITY OF CONTRACTOR Contractor shall furnish satisfactory evidence that he has the ability to design, engineer, and construct the apparatus specified and shall state the location of the factory where the apparatus is to be manufactured and tested. The apparatus design shall be an "original" generated by the Contractor/Bidder and not reproductions of fire/rescue apparatus designs previously engineered by other Contractors/Manufacturers. DESIGN The design of the equipment shall be in accordance with the best engineering practices. The equipment design and accessory installation shall permit accessibility for use, maintenance, and service. All components and assemblies shall be free of hazardous protrusions, sharp edges, cracks or other elements which might cause injury to personnel or equipment. NOTE: Where "nibbled" or non- continuous cutting methods are used to machine the body material, all edges shall be reworked/machine smoothed for injury prevention and appearance reasons. All oil, hydraulic, and air tubing lines and electrical wiring shall be located in protective positions, properly attached to the frame or body structure and shall have protective loom or grommets at each point where they pass through structural members. Parts and components shall be located or positioned for rapid and simple inspection and recognition of excessive wear or potential failure. Whenever functional layout of operating components determines that physical or visual interference between items cannot be avoided, the item predicted to require the most maintenance shall be located for the best accessibility. Cover plates which must be removed for component adjustment or part removal will be equipped with disconnect fastenings or hinged panels. Drains, filler plugs, grease fittings, hydraulic lines, bleeders and check points for all components will Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 2 | Page Yes No located so that they are readily accessible and do not require special tools for proper servicing. Design practices shall minimize the number of tools required for maintenance. All components shall be designed and protected so that heavy rain or other adverse weather conditions will not interfere with normal servicing or operation. All specified stainless steel shall be type 304, 2-B where used for exterior painted panels and #4- brushed where used for pump panel overlays and unpainted compartment and body panels. All specified smooth surface aluminum, where used for painted or machined swirl natural finish, shall be 5052-H32 alloy of the specified thickness. All 4-way aluminum treadplate shall be "polished" finish with NFPA approved pattern on walking and step surfaces, type 3003 of specified thickness. All specified bolted fasteners shall be coated stainless steel "low profile" button socket head cap screws. All nut fasteners to be Ny-Lok or approved equal, designed to prevent loosening. No substitute will be acceptable to stainless steel where specified. NOTE: Lighter gauges of specified materials will not be acceptable. The materials specified are considered absolute minimum. Exceptions to these material requirements will not be permitted since all raw materials of the specified type are available to all manufacturers. Since all fire apparatus manufacturers have the ability to shear, brake, and weld as these specifications require - all basic requirements must be complied with. No exceptions will be allowed for stainless steel material and specified thickness requirements, since these materials are available to all fire/rescue apparatus manufacturers. Aluminum can not be substituted for any specified stainless fabrications. Each Bidder shall be prepared, if so requested by the Purchaser, to present evidence of his design experience/capabilities and manufacturing ability to carry out the terms of the contract. CONSTRUCTION METHODS, STAINLESS STEEL FABRICATIONS Since any reputable original equipment manufacturer (OEM) of Fire Fighting Apparatus possesses the means and capability to provide the specified press-brake fabricated construction and bolted assembly method, the purchaser will ONLY consider proposals of such manufacture. Proposals’ specifying weld-together stainless steel structural’s or weld-together stainless steel fabrications do not meet the intent of this requirement and will be rejected. Furthermore, proposals that include the practice of mating or engaging stainless steel materials into structural aluminum extrusions will not be considered. All proposals must be compliant to the specified sheet and plate stainless steel construction materials, including type of alloy, thickness, and surface finish. Bidders will be required to demonstrate, by example of their previously delivered apparatus; precision of metal cut profiles, accuracy of fastener spacing, fit-and-finish of assembled fabrications, absence of imperfections in metal finishing, and ease of which the assembled fabricated body components may be disassembled and removed for modifications, repairs or replacement. The apparatus body assembly shall consist only of individual press-brake-formed structural fabrications, each of which is precisely machined from high quality 304 alloy stainless steel sheets, and assembled with integral 90-degree flanges at mating surfaces. All mating surfaces are to be assembled using the specified removable threaded fasteners. Bidders will be required to demonstrate: precision of metal cut profiles, fit-and-finish of assembled fabrications, and ease of which the assembled parts may be disassembled and removed for modifications, repairs or replacement. Due to the requirement that the apparatus body be easily repairable, proposals that include the practice of stitch-welding, seam-welding, or plug-welding mating body fabrications shall not be submitted. Likewise, apparatus body designs that rely on metal fusion, adhesives, encapsulating welded Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 3 | Page Yes No extrusions, or non-removable fasteners, as a method of permanent assembly, or apparatus body designs and construction methods that have compartment modules welded to their understructures will not be not be considered. NOTE: THERE SHALL BE NO STRUCTURALS USED TO FORM THE SHAPE OF AND SUBSEQUENTLY WELDED TO THE APPARATUS BODY COMPARTMENTS, THUS ALLOWING FOR PARTIAL OR COMPLETE DISASSEMBLY FOR REPAIRS. TYPE 304 STAINLESS STEEL CONSTRUCTION MATERIALS - NO EXCEPTIONS Since all manufacturers of Fire Fighting Apparatus have the means and ability to purchase and fabricate their compartmented bodies of Type 304 Stainless Steel, it is the only grade of stainl ess steel that will be accepted. Apparatus proposals that incorporate lesser grades, or combinations of Type 304 and lesser grades of stainless steel, will not be considered. FULLY ENGINEERED APPARATUS BODY & ACCESSORY DESIGN REQUIREMENT The contractor shall verify, within the Bid Proposal Package, that their proposed fire apparatus body design is "fully engineered", meaning that ALL body fabrications have been computer 3-D modeled, “on-screen” assembled, and each individual part can be traced to a precision engineered drawing, including but not limited to: compartment corners, wheel well housings, compartment door jambs, compartment floors and roofs, compartment dividers/bulkheads, interior compartment wire covers, compartment shelves/shelf brackets/shelf adjustable tracks, inner and outer door panels (hinged doors), door bundle brackets (roll-up), roll-out trays/drawers/tool boards, hose bed dividers, pump house sides/front/back panels, pump operator's panel layout, pump gauge and instrument panel layout, etc: Contractor shall demonstrate their compliance by submitting sample 3-D "exploded-view" drawings within the Bid Proposal Package. Hand-made/built apparatus bodies, without digitally recorded dimensional and fabricated shape information (which allows for precision part reproduction), DO NOT MEET THE INTENT OF THIS SPECIFICATION. Apparatus body designs that are not "fully" engineered, with all assembly fastener holes, lighting fixture holes, pump controls/gauges/instruments/outlet fitting/inlet fitting holes, door handle/latch holes, and accessory equipment/trim mounting holes included in the design engineering will not be considered. APPARATUS SIZE Overall Length: 390" max The GAWR, and GCWR or GVWR of the chassis shall be adequate to carry the fully equipped apparatus including full water and other tanks, the specified hose load, unequipped personnel weight (The unequipped personnel weight shall be calculated at 250 lb. per person times the maximum number of persons to ride the apparatus as specified.), ground ladders, and a miscellaneous equipment allowance of 2500 lbs. (2000 lbs. for apparatus with less than 250 cu. ft. of compartment space). It shall be the responsibility of the purchaser to provide the contractor with the weight of equipment to be carried if it is in excess of the allowance of 2500 lb. PRINTED PROPOSALS All proposals shall be submitted in typed format. casual, hand-written proposals shall be considered informal and immediately rejected and the bid will be returned in its entirety to manufacturer. The only handwriting acceptable on the proposal forms will be on the signature lines. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 4 | Page Yes No PROPOSAL SIGNATURES REQUIRED All bids must be signed by the President of the manufacturer of the apparatus being proposed. Bids signed by a sales representative shall be declared informal and will be rejected. Each bid must give the full business address of the manufacturer. Bids by a Corporation must be authorized and signed by the President. Same signature is required on Bid Bond, if specified. BID WITHDRAWALS Bids may be withdrawn by certified mail or acknowledged facsimile request from Bidders prior to the time fixed for opening. Negligence on the part of the Bidder in preparing the Bid Proposal confers no right for the withdrawal of the Bid after it has been opened. No Bidder may withdraw their Bid after the time set for the opening thereof. DETAILED PROPOSAL SPECIFICATIONS All Bidders shall furnish complete "Proposal Specifications", printed on their own stationery, copies or reproduction of these "advertised specifications" can only be used as an attachment to the proposal specifications, for comparison/ compliance purposes. All Bid Proposal Specifications must be in the same sequence as these Advertised Specifications for ease of comparison. Any bid not in this sequence will be disregarded and rejected. LETTER OF EXCEPTIONS It is the intent of the Fire Department to receive proposals on equipment/apparatus meeting the attached detailed specifications in their entirety. Any proposals being submitted, without "Full Compliance" with the advertised specifications shall so state on the Bid Proposal Page, followed by a detailed "Letter of Exceptions" listing the areas of non-compliance and equipment or designs being substituted. DELIVERY AND OPENING OF PROPOSAL Each proposal and all papers bound and attached thereto, together with the proposal guarantee, shall be placed in an envelope and securely sealed therein. The envelope shall be marked "Bid on Fire Equipment". Proposals will be received at or prior to the time set for the opening of bids. Proposals received after the "Bid Opening" will be returned unopened. The bids will be opened publicly and read aloud at the time and date stated on the advertisement for bids. CORPORATE OWNERSHIP OF MANUFACTURER The manufacturer of the apparatus must be fully owned and managed by a Parent Company, Corporation, or Individual(s) that is 100% held by United States of America based Company, Corporation, or United States citizens(s). Proposals from any manufacturer that is fully or partially owned and/or operated by a foreign company, Corporation or Individual(s) under any type of ownership, partnership, or any similar type of agreement will be immediately rejected. INSURANCE REQUIREMENTS Each Bidder must submit with their bid proposal a Certificate of Insurance listing the proposed manufacturer's product liability insurance coverage. Liability insurance shall be a minimum amount of $11,000,000 million dollars with coverage attained with a minimum of $1,000,000.00 underlying Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 5 | Page Yes No insurance and $10,000,000.00 umbrella coverage. Submitted Certificate shall name the apparatus manufacturer, insurance company, policy number, and effective dates of the insurance policy. Bids submitted without the required Certificate, or for Certificates listing less than One (1) million dollars of underlying coverage, plus the Ten (10) million dollar umbrella coverage, will be considered non responsive and automatically rejected. No exceptions are allowed to the minimum insurance coverage requirement. The manufacturer shall maintain full coverage on the purchaser's cab and chassis from time of first possession by the manufacturer until the apparatus is delivered and accepted by the purchaser. No exceptions. Purchaser reserves the right to require proof of insurance from the manufacturer's insurance carrier prior to entering into a contract for the apparatus. PROPOSAL PRINT/DRAWING Each Bid shall be submitted with a complete detailed print of the apparatus as is specified. The print shall be to scale of 1:30 of the exact apparatus being proposed, and not a stock print of a similar unit. The print shall have complete views of the driver side with chassis cab and crew cab, passenger side with chassis cab and crew cab, rear of body showing crew cab, and top view of the crew cab area. The print shall include all of the following items: CHASSIS: exact replication of model of chassis cab, air horns, chassis cab step housings, 120-volt shore power receptacle, air system keep-fill receptacle, emergency lighting fixtures, hand rails, and vertical exhaust system with heat shield / horizontal exhaust system outlet. CREW AREA: side and top views of the crew cab including seating areas, interior and exterior compartments, window locations and door openings. APPARATUS BODY: the apparatus body subframe, underbody tow eyes, water tank profile with baffles and suction sump, underbody folding wheel chocks, all exterior 4-way treadplate pattern areas, body access steps, hand rails, interior compartment shelving, emergency and non-emergency lighting fixtures, ladders and pike poles and storage area(s), hard suction hose and storage area(s), side and rear compartmentation showing dimensions and D-ring door hardware, / roll-up door slats/bundles/bar type handle/latches, and hosebed arrangement with dividers and grating material. / dividers, grating material, and hosebed covers. PUMP ENCLOSURE & PUMP SYSTEM: pump enclosure/compartment, fire pump profile, fire pump transmission profile, tank-to-pump piping, preconnect hosebeds with hose guides, side pump panel removable sections, pump control and instrument panel layout with: gauges, instruments, pump controls, discharge outlets with closures, suction inlets with closures, and deluge discharge riser with monitor/device. ADDITIONAL OPTIONAL FEATURES: other optional features, if specified, shall also be included on the proposal drawing, this includes; front bumper extension with attached accessories/treadplate gravel shield/preconnect hosebed, interior compartment roll-out trays, drop down ladder rack, rewind air/hydraulic/cord reels, SCBA bottle storage compartments/racks, cascade air storage bottles with fill station, generator installation, permanent quartz lighting, hand operated 120-Volt floodlighting, 120- volt exterior body receptacles, extendible light tower, and other detailed accessories and features so as to provide a "picture" of the proposed apparatus. COMPLIANCE: this required drawing shall become a part of the Proposal. Failure to submit the above required drawing, with the sealed bid proposal, will cause immediate rejection of the bidder's proposal. Quality and accuracy of Bidder's Proposal Drawing will be a major consideration, for determining of most acceptable proposal. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 6 | Page Yes No PHOTO DOCUMENTATION Bidder shall refer to the following specifications and include any asked for photos, or drawings of required feature enhancements such as step modules, crew cab features, pump panel inserts, and etc., documenting they have provided these features in the past and are prepared to provide them as required for this Bid Proposal. AWARD OF CONTRACT The contract will be awarded, as soon as possible to the most "Responsible Bidder", provided their Bid is reasonable and it is in the best interest of the Fire Department. The purchaser reserves the right to waive any formality in bids received once such waiver is in the interest of the Purchaser. Also, to accept any item in the Bid, found to be of superior quality or otherwise preferred by the Purchaser. The competency and responsibility of Bidders along with content of proposal specifications and accuracy/quality of proposal drawing will be considered in making the award. The Purchaser reserves the right to reject any or all Bids when such rejection is in the interest of the Purchaser and to reject the Bid of a Bidder who, in the judgment of the Purchaser, is not in a position to perform the contract. The Purchaser does not, in any way, obligate itself to accept the lowest or any Bid. The Fire Department reserves the right to reject any or all Bid Proposals and purchase the equipment it prefers. Bidders taking "Total Exception" to these advertised specifications are hereby advised that such statement will result in immediate REJECTION of the Bid Proposal. Prior to award, the Bidder Representative will meet with purchasing officials (at Purchaser's location) to personally discuss all facets of these specifications to insure a complete and satisfactory understanding of the Purchaser's specifications and the Bidder's proposal. STAINLESS STEEL REQUIREMENT Bidder's experience with specified construction methods, and previous use of stainless steel as a construction material, will be considered in making the award. Bidder shall disclose the number of years they have been fabricating apparatus bodies, built entirely of Stainless Steel. INSPECTION TRIPS The Truck Committee members shall be advised as to the date of the following phases of construction: Pre-Construction (prior to bending of metal), Pre-Paint (final design/equipment layout), and Pre- Delivery. Truck Committee members reserve the right to travel to the factory during these stages of construction. Bidder shall arrange for, and the Customer will pay the expenses of, the above specified "Pre- Construction Conference", to be held at the manufacturer's factory, at which time all final designs and equipment mounting locations will be approved. Any changes to original proposal specifications, as approved at the Pre-Construction Conference, shall be noted on a "revised specification", provided by the manufacturer and distributed to Truck Committee members within five working days after Pre- Construction Conference. ON-LINE CUSTOMER INTERACTION The apparatus manufacturer shall provide the capability for online access through a private, designated website. The Customer shall have a section of this website to access for status of their own apparatus during the construction phases. Weekly digital photos shall be taken of:  Chassis (front, drivers side and passengers side)  Body, prior to painting (front, drivers side, passengers side, and rear) Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 7 | Page Yes No  Body and pump module combined (front, drivers side, passengers side, and rear)  Final assembly of apparatus (front, drivers side, passengers side, and rear) WEEKLY TELEPHONE CONFERENCES, FROM THE PROJECT MANAGER The manufacturer shall provide, on a weekly basis, from the time the chassis arrives and/or construction of the apparatus body begins, "Monday Morning" telephone conferences, to the person designated by the purchaser, to receive such calls. The telephone conference updates shall include, but not be limited to: bare chassis arrival date and chassis condition report, arrival and outfitting of the fire pump and its related accessories, commencement of body fabrication, installation (onto the chassis) of the fire pump and pump compartment, commencement of body assembly, installation of the water and foam tanks, and the finish painting and lettering of the apparatus. WEEKLY DIGITAL PHOTOS PROVIDED TO CUSTOMER The manufacturer shall provide, on a weekly basis, from the time the chassis arrives and construction of the body compartmentation begins, "digital" color photos of each phase of construction. The digital photos shall be e-mailed to the purchaser, and/or attached to a web site, with a confidential password provided, only to the purchaser. The above specified digital photos shall include, but not be limited to: bare chassis (as it arrives from chassis factory), modifications to the chassis, installation of the generator and its related drive system, body subframe, fabricated apparatus body components (prior to their being assembled), assembly of the squad and overhead cavity compartment fabrications, assembly of the compartmented body fabrications, installation of the light tower, interior compartment shelving arrangement, assembly of the cord/hydraulic/air reels and cascade/bulk fill system. In addition to the specified photo shots, the purchaser shall have the right to request certain views of other features and accessories, during their manufacture and installation. ACCEPTANCE TESTS AND REQUIREMENTS Acceptance tests on behalf of the purchaser shall be prescribed and conducted prior to delivery or within 10 days after delivery, by the manufacturer's representative in the presence of such person or persons as the purchaser may designate in the requirements for delivery. ALTITUDE REQUIREMENTS: The apparatus shall be designed to meet the specified rating at 2000 feet altitude above sea level. ROADABILTY: The apparatus, when fully equipped and loaded per "Carrying Capacity", shall be capable of the following performance on dry/level/paved roads in good condition: From a standing start the vehicle shall attain a true speed of 35 MPH within 25 seconds. The vehicle shall attain a minimum top speed of 50 MPH. The apparatus shall be able to maintain a speed of at least 20 MPH on any grade up to and including 6%. ROAD TESTS: Specified acceleration tests shall consist of two runs in opposite directions over the same route. From a standing start, through the gears, the vehicle shall attain a true speed of 35 mph within 25 seconds in the case of pumpers, and a true speed of 55 mph within 60 seconds. The service brakes shall bring the fully laden apparatus to a complete stop from an initial speed of 20 MPH in a distance not exceeding 35 ft., on a substantially hard level surface road free from loose material, oil, or grease. Manufacturer's pump test and independent third party pump certification tests shall be conducted by the apparatus manufacturer in accordance with requirements of NFPA #1901. A Certificate of Testing shall be furnished to the Purchaser, both for the Manufacturer's Preliminary Tests and the third party Certification Tests. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 8 | Page Yes No Responsibility for the apparatus and equipment shall remain with the contractor until acceptance by the purchaser. The Manufacturer must supply at the time of delivery, a hard copy of: 1. Engine manufacturer's certified brake horsepower curve showing the maximum no-load governed speed. 2. Manufacturer's record of pumper construction details, per NFPA 1901. 3. Manufacturer's Run-In Certification with preliminary test results. 4. Pump Manufacturer's Certification of Hydrostatic Tests. 5. Pump Manufacturer's Certification of Pump Test Results. 6. The Certification of Inspection/Test of Fire Department Pumper by an Independent Third Party per NFPA 1901 standards. 7. Weight documents from four (4) individual certified scales showing actual loading on the sides of front axle, sides of rear axle(s), and overall (four total) vehicle (with the water tank full but without personnel, equipment, and hose) shall be supplied with the completed vehicle to determine compliance with NFPA section 10-1. Weights shall be for each tire or dual set of tires, so as to verify side-to-side loading, to be in compliance with NFPA section 4.12.2.3.3 8. At least two copies of the complete operation and maintenance manual covering the completed apparatus as delivered including the pump, emergency lighting and siren, generator, or other furnished accessories. 9. Wiring diagrams of 12-volt electrical systems, installed by apparatus body manufacturer (prime contractor). Diagrams must be "vehicle specific", describing all 12-volt electrical functions as furnished on this and only this apparatus. 10. A finalized drawing of apparatus as completed. 11. A "Delivery Manual", consisting of a 3-ring notebook type binder with reference tabs for each section, shall be furnished to include the following items: invoice copy(ies), proof of insurance, Manufacturer's Statement of Origin, acceptance forms, certifications, specifications, individual component manufacturer instructions and parts manuals, warranty forms for body, warranty forms for all major components, warranty instructions and format to be used for compliance with warranty obligations, routine service forms/publications, technical publications or training guide for major components, and apparatus body print "as built". 12. Paint numbers of all color coatings. 13. Certifications of water tank capacity. 14. Written load analysis of 12-volt electrical system as installed by body builder. NOTE: Exceptions to the above requirements will not be acceptable. A test data plate shall be provided at the pump operator's position which gives the rated discharges and pressures together with the speed of the engine as is determined by the manufacturer's test for this particular unit. Plate shall also include delivery date, pump serial number(s), original Customer, and the apparatus manufacturer's serial number. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 9 | Page Yes No The contractor shall affix a permanent plate in the driver's compartment specifying the quantity and type of fluids used in the vehicle: All nameplates and instruction plates shall be metal or plastic with the information permanently engraved, stamped, or etched thereon. Metal nameplates to be installed with plated screws. All nameplates to be mounted in a conspicuous place. FAILURE TO MEET TESTS: In the event that the apparatus fails to meet the test requirements on first trials, a second trial may be made at the option of the Contractor, within thirty days of the date of the first trials. Such trials shall be final and conclusive and failure to comply with these requirements shall be cause for rejection. Failure to make such changes as the Chief of the Fire Department and/or the purchaser may consider necessary to conform to any clause of the specifications within thirty days after notice is given to the Contractor to make such changes shall also be cause for rejection of the apparatus. DELIVERY CONSTRUCTION PERIOD The maximum period for construction of complete apparatus shall not exceed one hundred eighty (180) working days and shall include the time required for delivery of the chassis to the apparatus manufacturer. The contractor will not be held liable for delay of delivery caused by accidents, strikes, floods, or other events not subject to their control. Bidder shall specify on the required Bid Proposal Form the number of working days for completed delivery of the apparatus, from date of bid acceptance. DELIVERY TO FIRE DEPARTMENT - NO EXCEPTIONS The completed unit shall be delivered to the purchaser with full instructions provided to Fire Department personnel on operation, care, and maintenance of apparatus at the purchaser's fire station. DELIVERY ENGINEER: Delivery shall be performed by a factory trained Delivery Engineer only employed by the Bidder. Delivery Engineer shall remain in the community a reasonable time for training of Fire Department personnel and making normal adjustments. Delivery shall be considered to include, but not be limited to: A. Transportation of the Fire Apparatus. B. Conducting day or evening classes for instruction of Fire Department personnel and Drivers for operation. The Delivery Engineer shall be factory trained, fully capable of conducting informative classes on the complete operation of the vehicle. This means familiarity with engine, running gear, transmission, driving skill, as well as handling of pump equipment and all controls. The Delivery Engineer shall set delivery and instruction schedule with the person appointed by Purchaser, recognizing the need for either daytime or evening classes. Advance notice of at least one (1) week will be given, advising the specific day on which the new apparatus will arrive. The Purchaser shall make all housing arrangements for the Delivery Engineer and provide him with transportation to and from lodging and nearest available airport or rental car agency (if it applies). The cost of all housing and other living expenses are to be paid for by the Delivery Engineer. PROGRESS PAYMENT Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 10 | Page Yes No In order to eliminate interest and handling charges for the chassis portion, a "Progress Payment" shall be made upon receipt of chassis, at Bidder's factory. This amount shall be for an equivalent portion of the contract and is to be identified on the Bid Proposal page. BALANCE PAYMENT TERMS All Bidders shall be required to detail on the Proposal Page, and in their own exact words, the balance payment terms for said apparatus. Final delivery price shall not include any Local, State, or Federal taxes. The Bidder shall not be liable for any State or Federally mandated tax or program after the sale of this apparatus. GENERAL WARRANTY The new fire Pumper apparatus manufactured per these specifications shall be warranted for a period of ONE (1) year from the date of delivery, except for chassis and other components noted herein. Under this warranty, Bidder agrees to furnish any parts to replace those that have failed due to defective material or workmanship where there is no indication of abuse, neglect, unusual or other than normal service providing that such parts are, at the option of the Bidder, made available for inspection upon request, returned to Bidder's factory or other location designated by Bidder with transportation prepaid within 30 days after the date of failure or within ONE (1) year from the date of delivery of the apparatus to the original purchaser, whichever occurs first, and inspection indicates the failure was attributed to defective material or workmanship. Accessories/components warranted by their original manufacturer may be subject to reinstallation charges under the terms of their respective warranties, especially if such warranties exceed the above 1-year warranty terms. The warranty on the chassis and chassis supplied components, storage batteries, generators, electrical lamps and other devices subject to deterioration is limited to the warranty of the manufacturer thereof and adjustments for the same are to be made directly with the chassis manufacturer by the Purchaser. This warranty will not apply to any fire apparatus which has been repaired or altered outside the Manufacturer factory or designated facility in any way, which, in the manufacturer's opinion might affect its stability or reliability. Each warranty claim needing repair or service at the designated facility must receive pre authorization by Manufacturer prior to performance of any work. This warranty will not apply to those items which are usually considered to be normal maintenance and upkeep services: including, but not limited to, normal lubrication or proper adjustment or minor auxiliary pumps or reels. Refer to the "FIRE PUMP" section and "BOOSTER TANK" section for specific extended Manufacturer's warranties on the provided Fire Pump and Water (Foam) Tank(s). This warranty is in lieu of all other warranties, expressed or implied, all other representations to the original purchaser, and all other obligations or liabilities, including liabilities for incidental or consequential damage on Bidder's part. Without limiting the foregoing, any express or implied warranties of merchantability or fitness for a particular purpose or warranties arising by Customer usage or by operation of law with regard to any products delivered pursuant hereto are expressly disclaimed. Bidder neither assumes nor authorizes any person to assume for Bidder, any liability in connection with the sales of Bidder's apparatus unless made in writing by the Bidder. 25-YEAR WARRANTY ON STAINLESS STEEL BODY FABRICATIONS The fire apparatus manufacturer (body builder) shall warrant to the original purchaser only, that the stainless steel body components as fabricated by the body builder, under normal use and with reasonable maintenance, be structurally sound and shall remain free from corrosion perforation for a period of TWENTY FIVE (25) years. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 11 | Page Yes No This warranty does not apply to the following items which are covered by a separate warranty: paint finish, hardware, moldings, and other accessories attached to this body. FIRE APPARATUS MANUFACTURER MAKES NO OTHER WARRANTY, EXPRESS OR IMPLIED, WITH RESPECT TO THE STAINLESS STEEL BODY AND ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE HEREBY DISCLAIMED. The body builder shall replace, without charge, repair at the factory, or make a fair allowance for any defect in material or workmanship demonstrated to the satisfaction to have existed at the time of delivery or not due to misuse, negligence, or accident. If the body builder elects to repair the body, the extent of such repair shall be determined solely by the body builder, and shall be performed solely at the body builder's factory, or at an approved facility. The expense of any transportation to or from such repair facility shall be borne by the purchaser and is not an item covered under this warranty. The fire apparatus manufacturer (body builder) shall not be liable for consequential damages and under no circumstances shall its liability exceed the price for a defective body. The remedies set forth herein are exclusive and in substitution for all other remedies to which the purchaser would otherwise be entitled. The fire apparatus manufacturer (body builder) shall be given a reasonable opportunity to investigate all claims. The purchaser must commence any action arising out of, based upon or relating to agreement or the breach thereof, within twelve months from the date the cause of the action occurred. 10-YEAR APPARATUS PAINT WARRANTY The TEN (10) year paint performance guarantee will cover the areas of the vehicle as are originally finished by the apparatus body builder with the specified product for a period of TEN (10) years beginning the day the vehicle is delivered to the purchaser. The areas as outlined on the Guarantee Certificate, will be covered for the following paint failures: GUARANTEE INCLUSIONS: FULL APPARATUS BODY: * Peeling or delaminating of the topcoat and/or other layers of paint. * Cracking or checking * Loss of gloss caused by cracking, checking, or hazing. * Any paint failure caused by defective finishes which are covered by this guarantee. All guarantee exclusions, limitations, and methods of claims are covered in the full certificate provided to the original owner. The warranty on the chassis paint is limited to the warranty of the chassis manufacturer thereof and adjustments for the same are to be made directly with the chassis manufacturer by the Purchaser. Where painted shutter style doors are provided the warranty is limited to that which is provided by the manufacturer thereof. LIFETIME SUB-FRAME WARRANTY - STAINLESS STEEL The specified tubular stainless steel apparatus body sub frame shall be warranted to the original owner, for the vehicle lifetime, against cracks, corrosion and rubber isolator deterioration. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 12 | Page Yes No LIFETIME WARRANTY - WATER TANK The water tank, and its installed accessories, shall be covered by a "Lifetime" Warranty, against cracks, corrosion, or other failures caused by the tanks design and normal use of the same. The warranty shall be between the tank manufacturer, and the customer. LIFETIME WARRANTY - FOAM TANK The foam reservoir/tank, and its installed accessories, shall be covered by a "Lifetime" Warranty, against cracks, corrosion, or other failures caused by the tanks design and normal use of the same. The warranty shall be between the tank manufacturer, and the customer. PUMP WARRANTY The specified Waterous fire pump and Waterous accessories shall carry a Waterous five (5) year warranty covering defective parts only. Refer to above "Fire Pump System" section for furnished pump manuals. PUMP PLUMBING WARRANTY The stainless steel plumbing components and ancillary brass fittings used in the construction of the water/foam plumbing system shall be warranted for a period of ten (10) years or 100,000 miles. This covers structural failures caused by defective design or workmanship, or perforation caused by internal or external corrosion, provided the apparatus pumping system is used in a normal and reasonable manner. This warranty is extended only to the original purchaser for a period of ten (10) years from the date of delivery. Additionally, labor to replace defective components and fittings will be covered for a period of One (1) year beyond the delivery date. COMMERCIAL STYLE CHASSIS The following specified commercial chassis shall be furnished, by the apparatus body builder, and included in the total Bid Proposal Package. Chassis shall meet the following minimum requirements:  Kenworth T370  2 door cab  162" ca  Kenworth Heated Remote Aero Mirrors  380hp minimum Diesel engine  Allison EVS transmission  Push button shift pad  AM/FM/Wx radio  Power assist windows  Tilt/Tele Steering Wheel  Rear window delete Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 13 | Page Yes No  Visor delete  Aluminum Alcoa Durabrite Wheels  Mud n Snow Tires  Locking Differerential  16,000 lb. front GVW  44,000 lb. rear GVW  Air ride rear suspension with cab dash control to dump air  270A alternator  18.5 cfm compressor  Driver and Passenger Air Ride High Back Bucket Seats  Chrome Bumper  Polished aluminum fuel tank  Batteries ship loose on crate for install in apparatus body  Right side vertical exhaust  Frame liner  Clean back of cab spec  Geared for 70mph with programming to NFPA speed  NFPA Equipment/Compliant chassis MODIFICATIONS TO CHASSIS, AS TO BE PROVIDED BY BODY BUILDER: The following special modifications are to be made by the fire apparatus body builder/manufacturer, to the specified fire apparatus truck cab and chassis. NFPA RELATED MODIFICATIONS: ELECTRICAL WIRING INSTALLATION STANDARDS - 12 VDC All electrical circuit wiring installed by the apparatus body builder shall be stranded copper alloy conductors of a gauge rated to carry 125% of the maximum current for which the current is protected. Wiring shall be colored and/or printed with circuit function code over each conductor's entire length. Original non-protected chassis wiring, extending to rear, including: left turn circuit, right turn circuit, brake circuit, and back-up light circuit shall be re-routed to the interior chassis cab. New replacement color coded legend imprinted SXL insulated multi-stranded copper chassis wiring shall extend from chassis cab to rear body electrical chassis functions. Wiring shall be enclosed inside specified apparatus body in heat resistant vinyl loom. Specified rear amber turn lights shall not be activated by brake lights. ELECTRICAL WIRING INSTALLATION PERFORMANCE - 12 VDC All wires shall be of sufficient size so that voltage drop in any electrical device shall not exceed 15%. BATTERY CABLE INSTALLATION STANDARDS Chassis battery cables shall be routed from batteries' common positive to engine starter, return from engine starter to battery switch, and from battery switch to the chassis power distribution terminal post and to post located on a frame rail, and then to the apparatus body power distribution center (PDC). All battery cables shall be appropriately sized welding cable, heavily insulated super fine multi -stranded copper enclosed within high temperature vinyl loom and equipped with plated copper s oldered terminals/lugs. Edge protector or rubber grommets shall be furnished where ever battery cables pass through sheet metal panels. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 14 | Page Yes No AUDIBLE DEVICE INSTALLATION STANDARDS When furnished, air horns, electric siren, electronic siren speakers, and other audible emergency equipment shall be mounted as low and as far forward on the apparatus as practical. Audible warning equipment shall not be mounted on the roof of the chassis cab. GROUND CLEARANCE STANDARDS Axle housings shall clear the road surface by at least 8" and an angle of departure of at least 8 degrees shall be maintained at rear of the vehicle when fully loaded. NON-REMOVABLE IGNITION DEVICE The chassis ignition actuation shall be by a rotary/toggle style switch, or by a key switch with key permanently chained to the dashboard. VISIBLE WARNING DEVICE AND PLACARDS The specified "Door Ajar" indicator light shall be mounted inside chassis cab so as to be visible to the driver. A permanent sign that states "Occupants Must Be Seated And Belted When Apparatus Is In Motion" shall be provided. The sign shall be visible from each seated position. Additionally, an accident prevention sign shall be located at the rear step area of the vehicle to warn personnel that standing on the step while the vehicle is in motion is prohibited. CHASSIS MODIFICATIONS: COMMERCIAL CHASSIS APPLICATION: SPEED GOVERNOR TEST Engine limiting speed governor shall be tested, upon arrival to the apparatus body builder's factory for compliance with the maximum no-load engine operating speed, as determined on appropriate engine power curve sheet. PUMP MODE TRANSMISSION LOCK-UP Vehicle electronic automatic transmission to be "signaled" by shifting of the fire pump into pump gear, so as to activate transmission "Lock-Up" mode (direct drive). A transparent cover plate, to be provided for installation over transmission shift key pad during pumping operations, removable and stored on side of shift console. AMBER TURN LIGHT ACTIVATION Dedicated wiring shall be provided from chassis turn signal control, to the rear of the apparatus, for signaling of the specified apparatus body left and right side rear amber turn lights. SUSPENSION AND FRAME CORROSION PROTECTION Rear axle suspension brackets, left and right sides, front and rear, shall be caulked with silicone sealant preventing build-up of road salts and moisture that may cause future corrosion of bracket-to-frame-rail attachment points. FIRE SERVICE FRAME PREPARATION In order to assure maximum apparatus body compartmentation along the entire length of the left and right frame rails ahead of and behind the rear axles, all exterior frame mounted accessories shall be removed and relocated inside the frame rails so as to not interfere with location of the fire pump, piping, water tank sump, pump transmission, or exhaust system. Where more than one (1) chassis frame cross-member is removed to facilitate installation of the fire pump and water tank, new cross- member(s) shall be provided and installed. Relocation of air dryer and air tanks shall facilitate access for maintenance of these same components. Where rivets or permanent fasteners are provided by the chassis OEM, to mount accessories to be relocated, they shall be removed and replaced by hardened threaded fasteners. FRAME RAIL MOUNTING PROCEDURE All chassis frame rail mounted brackets, supports, pump flanges, and apparatus body subframe Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 15 | Page Yes No components shall be bolted to the frame rail sides. No holes shall be drilled in the frame flanges, only the web shall be drilled. No welding shall be allowed to the chassis frame, web, or flanges, ahead of the rear most suspension brackets. CHASSIS WEIGHTS & MEASUREMENTS The apparatus manufacturer is to perform the following described weight recordings and suspension deflection tests, on the bare chassis, and provide resulting information to the Purchaser: Load Distribution NFPA 1901, 4.13.3.3: The fire apparatus, when loaded to its estimated in-service weigh, shall have a side-to-side tire load variation of no more than 7-percent of the total tire load for that axle. In order to provide baseline information for the completed apparatus' demonstration of compliance with this NFPA requirement, the following tests and measurements are to be performed: BARE CHASSIS SIDE-TO-SIDE WEIGHT RECORDINGS Individual weights of the bare chassis, at 4-points, are to be taken as follows: Driver side front tire only weight Passenger side front tire only weight, Driver side only rear tires weight Passenger side only rear tires weight. These weights are to demonstrate the bare chassis side-to-side weight disparities, prior to installation of permanent apparatus components. BARE & VARYING LOAD CHASSIS SUSPENSION DEFLECTION TEST Measurements are to be taken, from top of chassis frame rails-to-ground, above front axle and rear axle(s) driver side and passenger side (4-points), under the following conditions: Bare chassis, prior to installation of permanent apparatus components. With 4,000 lbs of imposed weight, at projected apparatus load centerline. With 8,000 lbs of imposed weight, at projected apparatus load centerline. With 12,000 lbs of imposed weight, at projected apparatus load centerline. These bare and weighted measurements are to demonstrate the actual amount of suspension deflection, front and rear/side-to-side, with simulated apparatus payloads. NOTE; THE ABOVE WEIGHTS & DEFLECTION RESULTS, ARE TO BE NOTED WITH IN THE COMPLETED VEHICLE DELIVERY DOCUMENTS. ROLLOVER STABILITY - NFPA 1901: The apparatus shall meet the rollover stability criteria defined in NFPA 1901 2009 Edition, to be verified with a “certified” Tilt-table Test performed at the body builder’s factory; or the vehicle shall be equipped with a stability control system (such as ESC) in accordance with this same standard. DEACTIVATE ENGINE EXHAUST BRAKE - WITH PUMP SHIFT Specified engine exhaust brake shall be automatically deactivated with the shifting of the pump transmission into "Pump Gear". PUMP TEST DATA PLATE The pump shall be provided with a metal plate giving the rated flow at "capacity" and "pressure" test pressures, together with the RPM of the engine at those pressures and deliveries, and mounted in clear view of the pump operator's panel, as per compliant NFPA 1901. Test plate shall also indicate pump Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 16 | Page Yes No serial number, engine governed speed, and pump mode of operation for all four individual pump rating tests. FLUID DATA LABEL A permanent data label shall be affixed in the driver's compartment specifying quantity and type of the following fluids used in the vehicle. 1. Engine Oil 2. Engine Coolant 3. Chassis Transmission Fluid 4. Pump Transmission Lubrication Fluid 5. Pump Primer Fluid 6. Drive Axle Lubrication Fluid 7. Air Conditioning Refrigerant 8. Air Conditioning lubrication oil 9. Power Steering Fluid 10. Cab Tilt Mechanism Fluid 11. Transfer Case Fluid 12. Air Compressor System Lubricant 13. Generator System Lubricant 14. Front Tire Cold Pressure 15. Rear Tire Cold Pressure 16. Equipment Rack Fluid NO RIDE LABEL A label shall be located on the vehicle at the rear step area that shall warn personnel that riding on these areas while the vehicle is in motion is prohibited. SEATING/OCCUPANCY LABEL A label shall be installed in the cab to denote the exact number of passengers to be carried in the chassis cab and/or crew cab. GATED INLET WARNING SIGN(S) At any gated suction inlets, a permanent label shall be provided to read: "WARNING - SERIOUS INJURY OF DEATH COULD OCCUR IF INLET IS SUPPLIED BY A PRESSURIZED SOURCE - WHEN VALVE IS CLOSED" OVERALL HEIGHT/WIDTH/LENGTH/WEIGHT DATA PLATE There shall be a high-visibility placard located in direct view of the seated Driver, which shall indicate, in feet-and-inches; the overall height of the vehicle (to the highest permanent point-except antennas), the overall width (at steps, fenders, and rub rails-not retractable mirrors), and overall length of vehicle (bumper to tailboard). The data plate shall also indicate, in pounds, the vehicle's total "as delivered" weight. The dimensions and weight shall be "as manufactured", and the customer must revise the data plate, if they so change the height (by permanent loading and accessory equipment/device installations), and the weight by adding loose equipment, products, and supplies. ADDITIONAL SAFETY LABELS One or more permanent labels shall be installed in the cab visible to each seating position, to read: HELMETS MUST BE STORED IN APPROVED BRACKET, OR ENCLOSED COMPARTMENT ON THE APPARATUS, WHILE VEHICLE IS IN MOTION. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 17 | Page Yes No AIR INLET An air coupler "shoreline" shall be furnished, consisting of: exterior male coupler with built-in check valve, appropriate high pressure vinyl air line tubing with brass fittings, and mating female coupler (ship loose). Air shoreline shall be piped to chassis "wet" tank so as to allow "keep-full" of the chassis air system when connected to Fire Station air supply. AIR SYSTEM PRESSURE PROTECTION VALVE The chassis air system shall be furnished with a Pressure Protection Valve/Device, located at point of air supply to auxiliary accessories. The Pressure Protection Valve shall prevent the passage of air pressure, to apparatus builders installed accessories, such as: Air Horns, PTO or Pump Shift, Air Actuators, and other air operated accessories, whenever system air pressure is below 80 psi. 2-DOOR CAB ENTRANCE STEPS TRIM The originally furnished chassis cab entrance steps, driver's side and passenger's side, shall be "trimmed", with polished 4-way aluminum trim fabrications, bolted to the OEM cab steps and/or step brackets. A "LOW SULFUR DIESEL FUEL ONLY" green (color) nametag shall be furnished, adjacent to the fuel fill pipe/cap. FRONT BUMPER WINCH RECEIVER A Class 3 tubular hitch 2" x 2" square receiver assembly shall be furnished, located centerline underside of the front bumper. The receiver shall be "straight-line" pull rated for up to 9000 lb. (lift capacity of 2000-lb), and designed to allow for quick installation of a portable 12-volt maximum 9000- lb .capacity winch. ELECTRIC WINCH RECEPTACLE A 12-volt winch receptacle shall be furnished, complete with insulated 1-0 battery cable, wired to the vehicle starter/power post. WINCH RECEIVER LOAD RATING LABEL A permanently engraved label is to be provided, adjacent to the receiver, with Load Rating information, for maximum pull-rating and maximum lift rating, OF THE RECEIVER. REAR UNDER-TAILBOARD WINCH RECEIVER A Class 3 tubular winch 2" x 2" receiver assembly shall be furnished, located centerline underside of the specified apparatus body rear tailboard. The receiver shall be "straight-line" pull rated for up to 9000 lb. (lift capacity of 2000-lb), and designed to allow for quick installation of a portable 12-volt maximum 9000-lb .capacity winch. ELECTRIC WINCH RECEPTACLE A 12-volt winch receptacle shall be furnished, complete with insulated 1-0 battery cable, wired to the vehicle starter/power post. WINCH RECEIVER LOAD RATING LABEL A permanently engraved label is to be provided, adjacent to the receiver, with Load Rating information, for maximum pull-rating and maximum lift rating, OF THE RECEIVER. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 18 | Page Yes No 7-PIN TRAILER RECEPTACLE AND BRAKE CONTROLLER In addition to the specified Winch Receptacle, the rear receiver hitch shall be provided with a weatherproof 7-way round pin style trailer connector wired to the brake lights, tail lights, turn lights, and trailer brake control. A Tenkonsha or equal electric brake controller shall be installed, wired to the specified trailer receptacle. The control mechanism shall be mounted under the dash to the right of the steering column. All control cables shall be routed inside the frame rails to the rear of the body. 2010 COMPLIANT DPF/DEF EXHAUST SYSTEM The original equipment chassis engine DPF/DEF (diesel particulate filter/diesel exhaust fluid) exhaust system, upstream and downstream of the passenger side outlet, shall remain unalt ered (not modified), so as to remain in compliance with 2010 exhaust emission standards. The apparatus body design and accessory installations may have to be compromised, in order to prevent interference with the exhaust system components. Fabricated stainless steel heat deflector plates are to be provided, where necessary, to protect body manufacturer installed components from excessive radiant heat. Exhaust outlet shall terminate below body compartment floor immediately ahead of rear wheels on passenger side of vehicle. AIR INTAKE EMBER SEPARATOR The chassis engine air intake system shall be equipped with an intake screen or filter provided by chassis manufacture that will block particulate matter larger than 0.039" from reaching the air fi lter element, to prevent ignition of the same. UREA FILL DOOR, IN APPARATUS BODY A Cast Products or equivalent brushed or polished aluminum leading edge vertically hinged Urea fill door is to be furnished, bolted in position, located adjacent to the relocated OEM Urea fill cap, recessed into the apparaus body (or crew/squad cab). "UREA EXHAUST ADDITIVE ONLY" RED (color) nametag to be furnished, on the interior door. GATED COOLANT LINES: AUXILIARY HEATER(S) Engine cooling system chassis cab heater return-to-engine line shall be separated and equipped with a 1/2" i.d. bronze NRS screw type gate valve and 5/8" i.d. neoprene rubber heater hose extending to specified auxiliary heater(s). An additional 1/2" bronze NRS gate valve is to be provided on the auxiliary heater(s)-to-engine return line. Gate valves shall allow complete shut-off of the chassis cab and remote auxiliary heating system(s) that are downstream of the chassis cab heater. Gate valves shall prevent hot water circulation during warm weather periods, and allow shut-down should a hose or heater core leak develop. TIRE PRESSURE WARNING DEVICE, LED CAPS FOR 6 TIRES There shall be a VECSAFE LED, tire alert pressure management system provided that shall monitor each tire’s pressure. A chrome plated brass sensor shall be provided on the valve stem of each tire for a total of six (6) tires. The sensor shall activate an integral battery operated LED when the pressure of a tire drops 8 psi, from the nominal pressure when the cap was installed. Removing the cap from the sensor shall indicate the functionality of the sensor and battery. If the sensor and battery are in working condition, the LED shall immediately start blinking. TIRE VALVE CORE EXTENSIONS Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 19 | Page Yes No Two (2) each "rigid" metal valve core threaded extensions shall be provided, installed on the inside dual rear tires of the vehicle's rear axle. Inside dual wheels shall be positioned so that the valve core extensions protrude through the outside dual wheels, located directly across from the outside dual wheel's valve core. CHASSIS WHEEL FINISH: Please refer to chassis specifications for chassis front and rear wheel finish and/or wheel trim. WHEEL CHOCKS - FOLDING STYLE, WITH UNDERBODY BRACKETS One pair (2 each) Ziamatic SAC-44 "folding" aluminum wheel chocks to be furnished, complete with SQCH-44H horizontal underbody slide-out mounting brackets. Chock underbody brackets are to be mounted on driver side, ahead of and behind the rear wheels (or as customer designated), beneath compartment floors. DRIVELINE JOINTS, 1710 SPICER The lower level driveline joints, ahead of and behind the fire pump transmission shall be minimum Spicer 1710 series or equivalent. Driveline to be dynamically balanced and equipped with Glide Coat or equivalent spline joints. MUD FLAPS Driver's side and passenger's side front fender and rear body wheel well mud flaps shall be furnished, made of fabric reinforced neoprene rubber, bolted to the front fender liner and rear wheel well bulkheads using stainless steel strap brackets and bolts. Mud flaps shall extend approximately 10" below runningboard level. REAR AXLE AUTOMATIC TIRE CHAINS The rear axle shall be equipped with 18-strand automatic tire chains at inner rear tire, driver and officer sides. The driver's dash or electrical console (customer designated) shall have an electric-over-air control switch clearly labeled for operation of the tire chains, at speeds up to 35 MPH. ENGINE COMPARTMENT LIGHT One (1), Truck-Lite 4094SW or equal surface mount 12-volt engine compartment interior light to be furnished, located driver's side engine compartment fire wall. Light to be activated by individual light lens mounted switch. CAB ELECTRICAL CONSOLE A custom-built fabricated aluminum console shall be furnished, located interior or chassis cab, below and to rear of dashboard, centerline of cab between front bucket style seats. Console shall have open top bin at rear for drop in storage of 2 fire fighting helmets. Velcro strap shall be installed for helmet retention. MASTER BATTERY SWITCH A Cole Hersee model 75908 two-position battery "cut-off" switch shall be furnished, mounted to be easily accessible to driver. Multi-stranded copper battery cable shall run between engine starter Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 20 | Page Yes No solenoid and battery post of Cole-Hersee cut-off switch. A second battery cable shall run from Cole Hersee cut-off switch to apparatus electrical system. All cables shall be enclosed in heavy water-proof automotive loom. A green "battery-on" pilot light shall be furnished, mounted to be visible to driver. ROCKER SWITCH PANEL - WITH MASTER ROCKER Specified emergency lighting fixtures, non-emergency lighting fixtures, and electrical components are to be individually activated by fully illuminated rocker style switches. Emergency lighting switches to be illuminated RED, non-emergency switches to be illuminated WHITE or BLUE. An illuminated red tip paddle switch shall be furnished to left of emergency lighting rocker switches, identified as "MASTER EMERGENCY SWITCH". Toggle switch to activate a 12-volt continuous duty solenoid providing power for individual emergency lighting switches. Back-lit nametags, describing function of each individual switch, to be located above toggle and rocker switches. Switches shall be installed on dash or headliner panel. BATTERY CHARGER/AIR COMPRESSOR A Kussmaul model 091-9-1000 Pump Plus 120volt/18-amp battery charger and 12 volt air compressor capable of maintaining a single battery system with a minimum number of batteries shall be furnished and installed interior chassis cab, visible from ground level with open driver's door, accessible for inspection. Installation to include a visual charge indicator display. Air compressor/battery charger shall be wired to the specified exterior mounted 120-volt shoreplug, wiring protected by coated loom. SHORELINE 120-VOLT SHORELINE "SUPER" AUTO-EJECT FOR SHORE POWERED DEVICES One (1) each, Kussmaul model 091-55-20-120 "Super Auto-Eject" automatic shoreline disconnect shall be furnished with; recessed 3-wire straight blade male receptacle, one (1) eject compatible 3-wire female receptacle plug (shipped loose for attachment to customer’s provided power cord), and a colored spring loaded weatherproof Auto-Eject cover plate. The auto shoreline disconnect device shall be mounted inboard of the cab side or cab step riser, held in position with four (4) cover plate screws. The Super Auto-Eject shall be wired to the vehicle’s 12-volt engine starter or momentary starter switch; such that when the engine is "cranked" the device ejects the line voltage powered cord receptacle. Back side of auto shoreline disconnect device shall be completely sealed in a non-corrosive waterproof enclosure, with device’s external wiring equipped with water-tight connectors. All wiring, extending to the specified shoreplug powered devices, shall be insulated weatherproof jacketed and properly protected to prevent damage. The specified mating 3-wire female receptacle plug shall be a Kussmaul product, so as to be compatible with eject device. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 21 | Page Yes No VEHICLE DATA RECORDER AND SEAT BELT WARNING DEVICE: A Weldon Vehicle Data Recorder with seat belt warning device to be furnished and installed in the chassis cab. Software shall be delivered with the apparatus capable of producing the minimal reports as required by NFPA 1901 2009 Edition. BACK-UP ALARM One (1), 12-volt Ecco model 520 electronic back-up alarm to be furnished, mounted at rear below body, activated by reverse gear of truck transmission. REAR OBSERVATION & AUDIO MONITORING SYSTEM A rear observation and audio system shall be provided, consisting of a rear apparatus mounted high resolution (270K pixels) completely waterproof color camera with adjustable viewing angles and built - in audio microphone, and a Slimline flat panel color LCD high resolution/low reflection monitor with a 5.6" viewing screen and built-in speaker. The camera shall be recessed into the vertical rear face of the apparatus body (as high as possible), and the LCD monitor shall be provided with a swivel pivioting base, bolted to the interior cab dashboard. The rear observations system shall be automatically activated with: engine running, park brake released, and transmission in reverse gear. HELMET HOLDERS, STAINLESS STEEL The two (2) driver and passenger seats in the chassis and/or crew cabs shall each be assigned, and interior(s) equipped with a custom-built helmet holder, designed to accommodate the single brand of helmet as designated by the customer. Helmet holders shall be fabricated of 12 -gauge stainless steel, equipped with a stretch cord retainer, and located as instructed by the customer and approved by NFPA. MANUALS, CERTIFICATIONS, AND DIAGRAMS At the time of delivery, one (1) hard copy(ies) of: each of the following manuals will be provided. 1. Engine manufacturer's certified brake horsepower curve showing the maximum no-load governed speed. 2. Manufacturer's record of pumper construction details, per NFPA 1901. 3. Manufacturer's Run-In Certification with preliminary test results. 4. Pump Manufacturer's Certification of Hydrostatic Tests. 5. Pump Manufacturer's Certification of Pump Test Results. 6. The Certification of Inspection/Test of Fire Department Pumper by an Independent Third Party per NFPA 1901 standards. 7. Weight documents shall be supplied with the completed vehicle to determine compliance with NFPA section 10-1. Weights shall be for each tire or dual set of tires, so as to verify side-to-side loading, to be in compliance with NFPA section 4.12.2.3.3. 8. The complete operation and maintenance manual covering the completed apparatus as delivered including the pump, emergency lighting and siren, generator, or other furnished accessories. 9. A finalized drawing of apparatus as completed. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 22 | Page Yes No 10. A "Delivery Manual", consisting of a 3-ring notebook type binder with reference tabs for each section, shall be furnished to include the following items: invoice copy(ies), proof of insurance, Manufacturer's Statement of Origin, acceptance forms, certifications, specifications, individual component manufacturer instructions and parts manuals, warranty forms for body, warranty forms for all major components, warranty instructions and format to be used for compliance with warranty obligations, routine service forms/publications, technical publications or training guide for major components, and apparatus body print "as built". 11. Paint numbers of all color coatings. 12. Certifications of water tank capacity. 13. Written load analysis of 12-volt electrical system as installed by body builder. A test data plate shall be provided at the pump operator's position which gives the rated discharges and pressures together with the speed of the engine as is determined by the manufacturer's test for this particular unit. Plate shall also include delivery date, pump serial number(s), original Customer, and the apparatus manufacturer's serial number. FIRE PUMP SYSTEM WATEROUS SINGLE-STAGE 750 GPM 'FULL-BODY' PUMP, PTO DRIVEN A 750 gallon per minute, "rated" Waterous Model CGVGPA-750 PTO Driven, single-stage centrifugal fire truck pump shall be furnished, mounted "mid-ship" of the vehicle immediately ahead of the compartments and water tank. Pump to include transverse "over-the-frame" cast iron suction intake and discharge outlet manifolds, with bolted and removable driver side and passenger side discharge and intake fittings. Pump transmission to be Waterous "PA" rear driven chain style to provide smooth quiet transmission of power. Pump shall deliver the percentage of rate at discharge pressures indicated below: 100 percent of rated capacity at 150 pounds net pressure 100 percent of rated capacity at 165 pounds net pressure 70 percent of rated capacity at 200 pounds net pressure 50 percent of rated capacity at 250 pounds net pressure In addition to stationary pumping, the specified pump drive system shall allow for "Pump & Drive" operations, at less than rated capacity. MANUFACTURER HYDRO TEST The pump shall be tested by Waterous, hydrodynamically at above pressure and capacities, and for 10 minutes hydrostatically at a pressure of 500 psig. Certification by Waterous shall be provided in delivery manual. Apparatus Manufacturer's pump performance test to be performed after construction. Factory certification to be provided in delivery manual. PUMP INSTRUCTION MANUALS/CD Two (2), Waterous instruction manuals, one (1) in digital CD format, and one (1) printed with 3 -ring binder, shall be provided upon delivery of the apparatus. Manuals to be pump model and serial number specific, to include but not be limited to operation instructions, maintenance (lubrication), and illustrated parts break-down. PUMP TEST DATA PLATE The pump shall be provided with a metal plate giving the rated flow at "capacity" and "pressure" test pressures, together with the RPM of the engine at those pressures and deliveries, and mounted in clear Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 23 | Page Yes No view of the pump operator's panel. Test plate shall also indicate pump serial number, engine governed speed, and pump mode of operation for all four individual pump rating tests. ADDITIONAL FEATURES Additional pump features shall include: bronze replaceable impeller and impeller seal ring, stainless steel impeller shaft grease lubricated front and oil lubricated rear bearings, vertically split main pump body, and all moving parts which come into contact with water to be bronze or stainless steel. PUMP FLUID CAPACITY PLATE A permanently mounted metal plate shall be furnished, located inside driver's compartment, specifying the quantity and type of the pump system fluids (where applicable) as used in this apparatus. Additional information to be provided for pump accessory equipment fluids not listed, and so designated by Customer. PTO & PTO DRIVELINE The Waterous "PA" chain style pump transmission shall be driven by a heavy duty Chelsea "hot shift" (or Muncie equivalent) gear style PTO and Spicer Driveline. The pump/PTO shall be engaged with a cab console mounted illuminated rocker switch shift. Spicer 1300 series Driveline components to be furnished to facilitate pump removal, components shall include: pump and PTO end yokes, slip stub shafts, slip yokes, and cross-and-bearings. Driveline to be high speed balanced. MECHANICAL PUMP SEAL The Waterous end suction pump shall be equipped with a mechanical self-adjusting impeller shaft seal assembly. INDICATOR LIGHTS - PUMP SHIFT The specified PTO pump system shall be provided with the following indicator lights: Two (2), green indicator lights shall be provided in the driving compartment as follows: one (1) of the lights shall be energized when the pump drive has been engaged and shall be marked "Pump Engaged". The second light shall be energized when both the pump drive has been engaged and the chassis transmission is in neutral and shall be marked "OK to stationary pump." One (1) green and one (1) red indicator light shall be provided on the pump operator's panel. The green light shall be energized when the chassis transmission is in neutral, pump, and the parking brake are engaged. The green light shall be positioned adjacent to, and preferably above, the throttle and shall be marked "OK to Stationary Pump." The red light shall be engergized when the pump is engaged and the chassis transmission is not in neutral or the park brake is not applied and shall be located adjacent to, and preferably above, the throttle, and shall be marked "Pump and Roll Mode." AUXILIARY COOLING SYSTEM-GATED A supplementary heat exchanger system shall be installed on the apparatus. The heat exchanger shall be installed inside the pump or engine compartment, controlled from the pump operator's panel, and labeled to identify its operation. The heat exchanger system shall be so designed as to allow for cold water from the discharge side of the fire pump to circulate through the heat exchanger tubes. The mixing of discharge water and radiator anti-freeze in the chassis engine shall not occur as the heat exchanger is a closed system. Piping from the fire pump to the heat exchanger, and return (to pump Master Drain suction port), shall be with high pressure line. Pressure line (from pump discharge) to be gated, with a Class-1 1/4-turn 3/8" ball valve control on pump control panel, with instructional nameplate. PUMP DRAIN MANIFOLD Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 24 | Page Yes No Waterous manifold drain valve, with bronze body and stainless plunger shall be furnished mounted on pump transmission and operated by a push-pull cable with chrome plated T-handle control on pump panel. Drain valve shall be piped with high pressure nylon tubing, to low points of pump suction and discharge cavities to allow simultaneous draining through a single drain valve. INTAKE RELIEF VALVE, 2-1/2" STAINLESS STEEL A Class 1 model 107819 stainless steel pump suction intake relief valve shall be furnished, installed inside pump compartment, flange bolted or threaded to suction cavity of the fire pump. Valve to be of the pre-set (to 125 psi) adjustable bypass design, to dump below the vehicle excessive inlet water pressure. Relief valve to be accessible for future adjustment of bypass pressure. INTAKE RELIEF VALVE, WITH DISCHARGE TO BELOW PUMP MODULE The specified fire pump suction manifold Intake Relief Valve's outlet is to discharge down, to below the pump module (same as pump drain valve). PRESSURE GOVERNOR and MONITORING DISPLAY Fire Research PumpBoss model PBA400-A00 pressure governor and monitoring display kit shall be installed. The kit shall include a control module, pressure sensor, and cables. The control module case shall be waterproof and have dimensions not to exceed 6 3/4" high by 4 5/8" wide by 1 3/4" deep. Inputs for monitored information shall be from a J1939 databus or independent sensors. Outputs for engine control shall be on the J1939 databus or engine specific wiring. FUNCTION INDICATORS The following continuous displays shall be provided:  CHECK ENGINE and STOP ENGINE warning LEDs  Engine RPM; shown with four daylight bright LED digits more than 1/2" high  Engine OIL PRESSURE; shown on an LED bar graph display in 10 psi increments  Engine TEMPERTURE; shown on an LED bar graph display in 10 degree increments  BATTERY VOLTAGE; shown on an LED bar graph display in 0.5 volt increments  PSI / RPM setting; shown on a dot matrix message display  PSI and RPM mode LEDs  THROTTLE READY LED. MESSAGE DISPLAY A dot-matrix message display shall show diagnostic and warning messages as they occur. It shall show monitored apparatus information, stored data, and program options when selected by the operator. The program shall store the accumulated operating hours for the pump and engine, previous incident hours, and current incident hours in a non-volatile memory. Stored elapsed hours shall be displayed at the push of a button. It shall monitor inputs and support audible and visual warning alarms for the following conditions:  High Engine RPM  High Transmission Temperature  Low Battery Voltage (Engine Off)  Low Battery Voltage (Engine Running)  High Battery Voltage  Low Engine Oil Pressure Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 25 | Page Yes No  High Engine Coolant Temperature CONTROL MODES The governor shall operate in two control modes, pressure and RPM. No discharge pressure or engine RPM variation shall occur when switching between modes. A control knob that uses optical technology shall adjust pressure or RPM settings. It shall be 2" in diameter with no mechanical stops, a serrated grip, and have a red idle push button in the center. THROTTLE INDICATOR A throttle ready LED shall light when the interlock signal is recognized. The governor shall start in pressure mode and set the engine RPM to idle. PRESSURE CONTROL In pressure mode the governor shall automatically regulate the discharge pressure at the level set by the operator. ENGINE RPM CONTROL In RPM mode the governor shall maintain the engine RPM at the level set by the operator except in the event of a discharge pressure increase. The governor shall limit a discharge pressure increase in RPM mode to a maximum of 30 psi. Other safety features shall include recognition of no water conditions with an automatic programmed response and a push button to return the engine to idle. ENGINE APPLICATION The pressure governor and monitoring display shall be programmed for Cummins IS series engines. LOCATION Location of the governor and monitoring display shall be at pump operator's panel. "OIL-LESS" VPO PRIMING PUMP The pump shall be capable of taking suction and discharging water with a lift of 10 ft. in not more than 30 seconds with the pump dry, through 20 ft. of suction hose of appropriate size. It shall be capable of developing a vacuum of 22" at an altitude of up to 1000 ft. A high capacity positive displacement priming system shall be furnished, consisting of: a Waterous VPO "oil-less" rotary vane priming pump with 12-volt electric motor drive. Priming pump is to be mounted beneath fire pump, with bottom water and lubricant discharge directed to the ground. WATEROUS MANUAL/ELECTRIC ACTIVATED PRIMING VALVE There is to be a Waterous model Manual Pull-Spring-Return/Electric activated priming valve supplied with the pump. The valve is to be installed on the pump at a location determined by the pump manufacturer, and designed to self drain. HEAT ENCLOSURE, STAINLESS STEEL A removable heater casing is to be provided, completely enclosing the under side of the fire pump compartment module. Heater casing side and end panels are to be fabricated entirely of type 304 brushed finish stainless steel, bolted to and easily removable from the bottom perimeter of the pump module. So as to allow maximum ground clearance, the heater casing shall of the minimum depth required to enclose the pump transmission, horizontal engine exhaust system, and all pump accessories. Two (2) individual stainless steel slide-out bottom panels are to be provided, criss-cross reinforced with drain holes and ¼-turn butterfly clamp latch, removal of which allows for inspection of and access to the fire pump and chassis components. NOTE: A center bottom slide-out panel brace shall be provided, off-set to one side so as to not obstruct the pump transmission lubricating fluid drain. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 26 | Page Yes No PUMP WARRANTY The specified Waterous fire pump and Waterous accessories shall carry a Waterous five (5) year warranty covering defective parts only. Refer to above "Fire Pump System" section for furnished pump manuals. PUMP TEST. PRELIMINARY AND FINAL CERTIFICATION TESTING After a "preliminary" apparatus factory performance test, the above specified pump test/certification is to be performed by apparatus manufacturer and "witnessed" by an independent third party as per NFPA 1901 pumping standards, with proper serialized certification provided upon apparatus delivery. STAINLESS STEEL TUBULAR PUMP SUCTION INLET AUXILIARY PIPING Suction manifolds, where not part of and integral with the pump manufacturer's pump intake castings, shall be fabricated of "tubular" stainless steel ONLY, schedule 10 or schedule 40 wall thickness. All auxiliary side threaded taps and/or Victaulic risers shall be "coped" to conform to radius of larger size waterway, so as to provide unsurpassed flow characteristics. NOTE: Due to the poor flow characteristics, a suction manifold fabricated of square or rectangular tubing with flat-mount weld spuds and/or riser pipes for auxiliary suction taps, is not an acceptable substitute to a tubular manifold. Heavy wall threaded stainless steel pipe and pipe fittings shall be used, wherever possible, upstream of the specified 2-1/2" suction valves. All suction manifolds and fittings, and suction valves, tubing's, and hoseline assemblies shall be pressure tested after installation. ANODE, INLET - 2 EACH Two (2) sacrificial magnesium anodes shall be provided in the water pump inlet manifold, to protect the pump from corrosion. PUMP PLUMBING WARRANTY The stainless steel plumbing components and ancillary brass fittings used in the construction of the water/foam plumbing system shall be warranted for a period of ten (10) years or 100,000 miles. This covers structural failures caused by defective design or workmanship, or perforation caused by internal or external corrosion, provided the apparatus pumping system is used in a normal and reasonable manner. This warranty is extended only to the original purchaser for a period of ten (10) years from the date of delivery. Additionally, labor to replace defective components and fittings will be covered for a period of One (1) year beyond the delivery date. PUMP SUCTION INLETS Following specified pump manifold inlets shall be equipped with zinc die cast screens so as to provide cathode protection for pump waterways. All intakes shall be provided with suitable closures capable of withstanding 500 psi, threaded caps shall be chrome plated brass, rocker lug 3" and smaller, long handled larger than 3". Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 27 | Page Yes No SUCTION INLET VALVE STANDARDS (WHERE OPTIONALLY SPECIFIED) Following optionally specified 3" or larger gated intakes (except the tank-to-pump intake) shall include a remote controlled valve mechanism that shall not permit changing the position of the flow regulating element of the valve from full close to full open, or vice versa, in less than 3 seconds. Where air type actuators are employed, they shall include dual (2-each) adjustable needle valve restrictors, bench set/tested, so as to facilitate the slow movement. Where manual gear or electric gear style actuators are employed, the crank or motor shall regulate movement speed. SHORT SUCTION TUBE The specified side pump suction inlet(s) shall be of minimum length to allow for exterior stacking of adapters or preconnected hose. INLET BLEEDER VALVES Where specified, each gated intake shall be equipped with a bleeder valve located inside pump compartment (inside rear compartment-for rear suctions), upstream gate valve, with remote bleeder control in close proximity to the intake. The gated inlet bleeders shall consist of: 3/4" high pressure flexible hose assemblies extending between suction valve and bleeder valve, 3/4" cast bronze or stainless steel bleeder valve, exterior bleeder valve control handle, and an engraved or printed identification label. Bleeder controls for side gated inlets are to be located below the inlet, in a single row immediately above the runningboard/floor level. Bleeder controls for optionally specified rear inlets are to be located below the inlet, above the tailboard level. The bleeder valves shall be Innovative Control, “lift-handle” style equipped with chrome plated lever control handles, which are in the down position when closed. HOSE THREADS Where specified, all screw-on/off threads shall be NST (National Standard Threads), all "sexless" couplings shall be Storz. SELF BLEEDING SUCTION CAPS The specified "threaded" suction caps shall be the VLH Class-1, Trident or equivalent which incorporates a cross-machined thread design to automatically relief stored pressure in the line during un-capping. PASSENGER SIDE SUCTION(S) 6" GATED MASTER SUCTION, 6" NST CAPPED, CRANK CONTROL AT INLET A passenger's side gated 6" pump suction intake is to be provided with: 6" NST 500 psi chrome plated long handle cap, 6" removable zinc strainer, 6" NST male x 6" ASA flanged extension nipple (inlet extending through pump panel), bronze bleeder valve located inboard pump panel with exterior control handle, 6" Weco butterfly style gate valve with mechanical crank actuator inboard pump panel, crank type hand wheel valve control with revolving handle adjacent to inlet, and the appropriate interior pump compartment 6" ASA flanged suction intake fitting. Suction inlet is to have a minimum extension outboard of the pump panel so as to allow for preconnected soft suction hose. SUCTION INTAKE RELIEF VALVE - INBOARD PASSENGER SIDE PUMP PANEL A Class-1 adjustable stainless steel suction intake relief valve shall be furnished, enclosed inboard the passenger's side pump panel. Intake relief valve to be located upstream of the above specified butterfly style gate valve, "sandwiched" between gate valve and specified external inlet fitting. Intake relief valve shall be mounted so as to self-drain and dump excessive suction inlet pressure below the pump compartment. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 28 | Page Yes No TANK-TO-PUMP CONNECTIONS AKRON 3" TANK-TO-PUMP VALVE A 3" full-flow Akron or equivalent tank-to-pump 1/4-turn valve to be furnished, with upstream 4" nipple flange. The gated suction line from specified tank sump to the tank-to-pump valve shall be furnished with a banded flexible "hump hose" connection and 4" i.d. straight-line stainless steel piping within the fire pump compartment. Tank-to-pump suction shall allow a flow rate exceeding 500 GPM. TANK-TO-PUMP CHECK VALVE A 4" i.d. stainless steel or bronze corrosion resistant tank-to-pump suction check valve to be furnished. A bronze tank-to-pump suction check valve to be furnished, same 500 GPM flow capable, to prevent "back-flow" of water from the pump-to-tank, if the tank suction valve is inadvertently left open. TANK-TO-PUMP CONTROL, "PULL TO OPEN" Specified tank-to-pump suction valve is to be remote controlled with lever style valve actuator and a manual push-pull style operator's panel control. Tank-to-pump suction valve control is to be "In- Closed" and "Out-Open". TANK REFILL One (1), gated 1-1/2" tank fill discharge line, from pressure side of fire pump to water tank to be provided, with: female 1-1/2" TIPT tank fill spud located at top front of water tank, high pressure wire reinforced 1-1/2" hose with reusable threaded end couplings, 1-1/2" Akron bronze 1/4-turn ball style discharge valve with pump operator's panel mounted push-pull control, and control nameplate to read: "TANK FILL". TANK RECIRCULATING - PUMP COOLER One (1), gated 3/8" pump recirculating/cooling line, from pressure side of fire pump to water tank top to be provided with: 3/8" female TIPT spud located at top front of water tank, high pressure tubing, and 3/8" bronze body 1/4-turn ball style valve with chrome handle located on operator's control panel. Valve to be identified as pump cooling line. PUMP DISCHARGE OUTLET CONTROLS AND ACTUATORS All discharge valves shall have operating controls and actuators that allow the valve to be positioned incrementally from closed to full open, and locked in any selected position. Each valve control is to be adjacent to its respective pressure instrument. Each of the specified 3" diameter or larger discharge valves are to have an operating mechanism which shall not permit changing the position of the flow regulating element of the valve from full close to full open, or vice versa, in less than 3 seconds. DISCHARGE OUTLET BLEEDERS Each of the following specified gated discharges shall be equipped with a "discharge outlet bleeder". The outlet bleeders shall consist of: 3/4" high pressure flexible hose assemblies extending between discharge valve and bleeder valve, 3/4" cast bronze or stainless steel bleeder valve mounted interior of pump compartment (inside rear compartment-for rear discharges), exterior bleeder valve control handle, and color coded (to match corresponding discharge outlet) engraved or printed identification label. Bleeder controls for side discharges are to be located below the outlet, in a single row immediately above the runningboard/floor level. Bleeder controls for optionally specified rear discharges are to be located below the outlet, above the tailboard level. The bleeder valves shall be Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 29 | Page Yes No Innovative Control, “lift-handle” style equipped with chrome plated lever control handles, which are in the down position when closed. HOSE THREADS Where specified, all screw-on/off threads shall be NST (National Standard Threads), all "sexless" couplings shall be Storz. PUMP FITTINGS & "ROUND TUBULAR" S/S DISCHARGE MANIFOLD The above specified fire pump shall be provided with high-tensile closed grain cast iron "bolt-on" left and/or right side discharge fittings (upstream of discharge valves only) and cast iron "bolt-on" left side, right side, and/or front/rear large diameter suction intake adapters, as provided and flow/pressure tested by the fire pump manufacturer. A stainless steel "round tubular" discharge manifold shall be furnished, flange bolted or Victaulic clamped to and easily removable from, the fire pump's large diameter discharge outlet taps. NOTE: Due to the likelihood of high pressure deformation (regardless of wall thickness), manifolds fabricated of square or rectangular tubing's, are not acceptable The tubular manifolds main waterway shall be commensurate in diameter to feed the quantity and size of auxiliary discharge line "branches". So as to provide unsurpassed flow characteristics, all auxiliary branch reducers shall be concentric bell reducers, and all couplings and risers shall be "coped" to conform to the radius of the larger size feed waterway. Flat-mount weld spuds and non-coped risers welded to rectangular fabrications and end plates are not acceptable. All stainless steel welding shall be TIG, to assure proper penetration and conformity with original tubing and weld fitting outside diameters. All elbows shall be smooth sweep weld fittings. . See following specifications describing the number/size/locations of outlet gate valves to be furnished. Heavy wall threaded pipe and pipe fittings shall be used, wherever possible, downstream of the specified side outlet and top deluge discharge valves. All flexible discharge lines and bleeder lines, downstream of respective valves, shall be reinforced high pressure hose assemblies with stainless steel or brass end fittings. Pressure gauge tubing lines shall be clear polypropylene with brass fittings, manifold drain lines (that are not high pressure hose assemblies) shall be copper tubing. All discharge manifolds and fittings, suction manifolds and fittings, discharge and suction valves, tubing's, and hoseline assemblies shall be pressure tested before and after installation. DISCHARGE PIPING MAGNESIUM ANODES, 2 EACH Two (2) each, replaceable threaded or flange bolt-on magnesiuim anode plugs are to be furnished and installed in the discharge piping of the fire pump to assist in protecting the pump and piping from corrosion. PASSENGER SIDE DISCHARGE(S) PASSENGER SIDE 2-1/2" DISCHARGE One (1), passenger's side 2-1/2" gated discharge to be provided with: 2-1/2" NST chrome plated brass rocker lug cap with chain, 2-1/2" NST male x 2-1/2" NST rocker lug swivel female 45 degree chrome Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 30 | Page Yes No plated brass elbow outlet extension, 2-1/2" NST male chrome plated brass outlet adapter, 3/4" bleeder valve and hose assembly, 2-1/2" i.d. stainless steel pipe nipple, 2-1/2" Waterous 1/4-turn discharge valve with chrome plated ball and spring loaded self-adjusting seal assembly (located inside pump enclosure), and push-pull chrome "locking-style" discharge control handle located on the pump operator's control panel. SECOND PASSENGER SIDE 2-1/2" DISCHARGE One (1) second passenger's side 2-1/2" gated discharge to be provided with: 2-1/2" NST chrome plated brass rocker lug cap with chain, 2-1/2" NST male x 2-1/2" NST rocker lug swivel female 45 degree chrome plated brass elbow outlet extension, 2-1/2" NST male chrome plated brass outlet adapter, 3/4" bleeder valve and hose assembly, 2-1/2" i.d. stainless steel pipe nipple, 2-1/2" Waterous 1/4-turn discharge valve with chrome plated ball and spring loaded self-adjusting seal assembly (located inside pump enclosure), and push-pull chrome "locking-style" discharge control handle located on the pump operator's control panel. DRIVER'S SIDE DISCHARGE(S) DRIVER SIDE 2-1/2" DISCHARGE One (1), driver's side 2-1/2" gated discharge to be provided with: 2-1/2" NST chrome plated brass rocker lug cap with chain, 2-1/2" NST male x 2-1/2" NST rocker lug swivel female 45 degree chrome plated brass elbow outlet extension, 2-1/2" NST male chrome plated brass outlet adapter, 3/4" bleeder valve and hose assembly, 2-1/2" i.d. stainless steel pipe nipple, 2-1/2" Waterous 1/4-turn discharge valve with chrome plated ball and spring loaded self-adjusting seal assembly (located inside pump enclosure), and push-pull chrome "locking-style" discharge control handle located on the pump operator's control panel. SECOND DRIVER SIDE 2-1/2" DISCHARGE One (1) second driver'sside 2-1/2" gated discharge to be provided with: 2-1/2" NST chrome plated brass rocker lug cap with chain, 2-1/2" NST male x 2-1/2" NST rocker lug swivel female 45 degree chrome plated brass elbow outlet extension, 2-1/2" NST male chrome plated brass outlet adapter, 3/4" bleeder valve and hose assembly, 2-1/2" i.d. stainless steel pipe nipple, 2-1/2" Waterous 1/4-turn discharge valve with chrome plated ball and spring loaded self-adjusting seal assembly (located inside pump enclosure), and push-pull chrome "locking-style" discharge control handle located on the pump operator's control panel. SELF-BLEEDING DISCHARGE CAPS, AND ELBOWS Where specified, the rocker lug discharge caps and outlet elbow extensions are to be VLH, Class-1, Trident, or equivalent which incorporates a cross-machined thread design to automatically relieve stored pressure in the line during uncapping/unthreading. HOSE REEL DISCHARGE(S) HOSE REEL 1" DISCHARGE One (1) booster hose reel(s) 1" gated discharge to be provided, each with: 1" i.d. high pressure wire reinforced discharge hose extending from hose reel inlet to hose reel discharge valve, one (1), 1" ball style 1/4-turn full flow bronze bodied self-locking discharge valve (located inside pump compartment), and push-pull chrome "twist-to-lock" discharge control handle with recessed color coded nameplate located on the pump operator's control panel. HOSE REEL AIR BLOW-OUT LINE One (1), 1/4" i.d. hose reel "blow-out" air line(s) to be furnished, each to include: pump panel mounted Class One 3/8" 1/4-turn blow-out valve, and necessary 1/4" nylon air line piping to a point Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 31 | Page Yes No immediately down stream of specified booster hose reel discharge valve. Hose reel blow-out system to be piped to chassis air system, with a manual emergency shut-off valve located inside pump compartment, a one-way check valve located upstream blow-out valve, and second one-way check valve at booster discharge valve. BOOSTER HOSE REEL One (1), Hannay 1" electric rewind booster hose reel to be furnished, located in upper header area of the rear body. A recessed box cubby shall be provided, located outboard of the specified hose reel, equipped with: recessed cubby cavity mounted push-button rewind switch, 4-way polished stainless steel hose roller assembly, and a 12-volt interior cubby light (on with marker lights). The nozzle cubby shall include a "flush" hinged drop-down style access door, fabricated of adjacent body panel matching material, equipped with polished stainless steel piano hinge and polished stainless steel D-ring finger-pull slam latch assembly. HOSE 150 ft. of 1" i.d. Fire Department 800 psi booster hose, coupled in one (1) 100 -ft. length and one (1) 50 ft. length, with 1" CHT couplings to be furnished. NOZZLE One (1), Task Force Tips model PG 1" booster hose pistol grip nozzle to be furnished. 4-WAY HOSE ROLLER GUIDE ASSEMBLY A chrome and polished stainless steel 4-way "encapsulated" hose roller assembly shall be furnished outboard of the hose reel, providing roller guide for booster hose deployment. Roller assembly shall consist of four (4) chrome corner brackets, two (2) vertical, and two (2) horizontal 1-1/4" diameter stainless steel roller tubes with end bearings. Width of encapsulated opening shall be the same as or greater than the width between hose reel discs. HOSE REEL(S) ACCESS The specified booster hose reel(s) shall be accessed through the above specified hose reel enclosure access door. Reel door(s), when open, shall allow for unobstructed hose deployment. Specified hose roller assemblies shall prevent contact with/damage to door weatherstripping and/or adjacent apparatus painted surfaces. A second set of 4-way "encapsulated" hose rollers shall be furnished inside the reel enclosure, providing hose guidance from reel drum to the above specified outboard roller assembly. FIRE PUMP MODULE, MIDSHIP OF APPARATUS MID-SHIP INTRA-BODY PUMP ENCLOSURE, DRIVER SIDE CONTROLS A forward "midship" transverse pump enclosure shall be furnished, between apparatus body sides. Pump compartment to provide full enclosure of the pump and its related plumbing and valves. The specified driver side control panel, and passenger forward side compartment back wall, shall form sides of pump compartment. The bottom of water tank shall provide top of pump enclosure, the front body panel shall provide front enclosure, and the specified heat casing shall provide bottom enclosure. Service and inspection to the midship mounted pump shall be through the specified removable side panel inserts and removable heat enclosure. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 32 | Page Yes No Access to the driver's front side pump controls shall be through the specified front side compartment roll-up door. PUMP PANEL OVERLAY Driver side pump control panel shall be provided with scuff resistant control panel overlay, surrounding all discharge outlets and suction inlets. REMOVABLE POLY SPEED LAY HOSE BEDS Two (2), horizontal/side-by-side modular and removable speed-lay hose beds shall be provided, fabricated of 1/2" thick Poly. Hose beds shall be accessible for loading via removable "speed lay hose beds" which are designed to accommodate 200 ft. each of 1-3/4" (or 150' of 2-1/2") double jacket fire hose. 4-way mirror finish stainless steel cartridge cavity surrounds shall be provided, driver and passenger side, to protect side panels during hose deployment and installation of cartridge hose beds. The specified speed lay swivel style discharge outlet shall be located "overhead" the hose bed floor, allowing hose coupling to the outlet after installing the loaded cartridge. Swivel outlet shall also allow for deployment of the pre connected hose, to left and right sides of the vehicle. FORWARD SPEEDLAY 2-1/2" VALVE, 1-1/2" NST OUTLET One (1), forward horizontal speed-lay 2" gated discharge to be provided with: 1-1/2" NST male outlet x 2-1/2" inlet 90 degree bronze or stainless steel overhead discharge swivel, hoseline bleeder valve, 2" i.d. stainless steel pipe or wire reinforced hose with 2" stainless end fittings, 2-1/2" Waterous 1/4-turn discharge valve with chrome plated ball and spring loaded self-adjusting seal assembly (located inside pump compartment), and push-pull chrome "twist-to-lock" discharge control handle with recessed color coded nameplate located on the pump operator's control panel. BACK SPEEDLAY 2-1/2" VALVE, 1-1/2" NST OUTLET One (1), back horizontal speed-lay 2" gated discharge to be provided with: 1-1/2" NST male outlet x 2- 1/2" inlet 90 degree bronze or stainless steel overhead discharge swivel, hoseline bleeder valve, 2" i.d. stainless steel pipe or wire reinforced hose with 2" stainless end fittings, 2-1/2" Waterous 1/4-turn discharge valve with chrome plated ball and spring loaded self-adjusting seal assembly (located inside pump compartment), and push-pull chrome "twist-to-lock" discharge control handle with recessed color coded nameplate located on the pump operator's control panel. ENCLOSURE OF DRIVER SIDE SIDE PUMP PANEL & INLETS/OUTLETS The driver side pump panel shall be fully enclosed on top, sides, bottom, and outboard. The exterior surface of the pump panel enclosure shall extend out 50" from the vehicle's centerline, so as to be "flush" with the apparatus body exterior side. Full height front and rear enclosure corners, and full width top enclosure roof shall be provided, with minimum width/height integral door jambs and replaceable weatherstripping. The driver side pump panel runningboard shall consist of a full width "sweep-out" enclosure floor, raised at least 1" above the bottom door opening. Runningboard/floor shall extend out below the compartment door, with 3" flange down, and shall be provided with an apparatus body matching rubrail. The outboard door opening of the pump operator's panel enclosure shall be equipped with a "roll-up" style door. Door shall be shutter style (same manufacturer and finish as the specified body compartment side doors), complete with: extruded aluminum shutter slats, bar style bottom rail latch, anodized extruded aluminum vertical side tracks with removable neoprene rubber weatherstripping, Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 33 | Page Yes No overhead door seal with removable neoprene rubber weatherstripping, and a spring loaded "front roll" door lift/roll-up mechanism. NOTE: The interior depth of the pump operator's panel enclosure (inboard door panel to pump panel) shall be adequate to allow room for the specified pump discharge outlet and suction inlet extensions, stacked adapters, and closures, with the roll-up door closed. ENCLOSURE OF PASSENGER SIDE PUMP PANEL & INLETS/OUTLETS The passenger side pump panel shall be fully enclosed on top, sides, bottom, and outboard. The exterior surface of the pump panel enclosure shall extend out 50" from the vehicle's centerline, so as to be "flush" with the apparatus body exterior side. Full height front and rear enclosure corners, and full width top enclosure roof shall be provided, with minimum width/height integral door jambs and replaceable weatherstripping. The passenger side pump panel runningboard shall consist of a full width "sweep-out" enclosure floor, raised at least 1" above the bottom door opening. Runningboard/floor shall extend out below the compartment door, with 3" flange down, and shall be provided with an apparatus body matching rubrail. The outboard door opening of the pump panel enclosure shall be equipped with a "roll-up" style door. Door shall be shutter style (same manufacturer and finish as the specified body compartment side doors), complete with: extruded aluminum shutter slats, bar style bottom rail latch, anodized extruded aluminum vertical side tracks with removable neoprene rubber weatherstripping, overhead door seal with removable neoprene rubber weatherstripping, and a spring loaded "front roll" door lift/roll-up mechanism. NOTE: The interior depth of the pump operator's panel enclosure (inboard door panel to pump panel) shall be adequate to allow room for the specified pump discharge outlet and suction inlet extensions, stacked adapters, and closures, with the roll-up door closed. . PUMP MOUNTING, FULL-BODY MID-SHIP PUMP WITH PTO-DRIVE The specified full body midship pump system, with its integral pump transmission, shall be independently mounted on a "pump house" subframe which itself is to be bolted to and easily removable from the chassis frame rails. The subframe shall consist of a two (2) each 5/16” steel plate fabricated Z-irons which rest on the top flange of the chassis frame rails; and are sandwich bolted to the outboard chassis frame webs. This design shall provide for a “rigid” mount of the pump house, and perfect horizontal and vertical alignment with the apparatus body, runningboards always remaining in alignment with apparatus body rubrails. The pump house is to be located no more than one (1) inch forward of apparatus body, and two (2) inches rearward of the chassis cab. Pump mount brackets are to be placed at the same relative angle as engine/transmission and the rear axle. Pump mounting brackets and pump house subframe shall be primer painted and urethane painted to match pump or chassis frame rails. SIDE CONTROL PANEL MIDSHIP PUMP DRIVER SIDE CONTROLS The pump operator's control panel shall be located on driver's side "midship" of vehicle. So as to permit operation of the pump from one central location, all Manual style gated discharge valve Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 34 | Page Yes No controls, and Air or Manual style remote gated suction controls are to be mounted on this side facing pump operator's control panel. All mechanical pump actuator rods, rotating and/or push-pull, are to be heavily cadmium or zinc plated solid cold roll steel, provided with adjustable threaded clevis joints or swivel ball joints and chrome plated brass handles or black phenolic control knobs. Where Air style suction valve controls are specified, they are to be of the mechanical toggle style with "open" indicator light. The upper portion of the driver side pump control panel is to accommodate the specified "opening" instrument panel, the middle portion to accommodate the gate valve and major pump controls, and the bottom portion is to accommodate the inlet and outlet bleeder controls and (where specified) the gravity style master drain control. SIDE MOUNT VALVE CONTROLS Nine (9) Innovative Controls brand chrome plated, side mount push-pull controls, with ergonomically designed chrome plated T-handles, and encapsulated UV-resistant printed color-coded (ILO engraved) verbiage labels shall be furnished. DISCHARGE CONTROL NAME PLATES The specified individual discharge control engraved color coded identification name plate’s nomenclature shall, describe: the physical location of outlet, the size of hose to be attached, and the type of discharge. Where an outlet is Foam Capable, the name plate shall so describe. DISCHARGE OUTLET NAME PLATES Individual Discharge Outlet name plates are to be provided adjacent to the outlet or hosebed. Outlet name plates are to be of the same color as the discharge valve control name plate, pressure instrument/gauge name plate, and the bleeder valve control name plate. PRESSURE GAUGES/INSTRUMENTS ALIGNED WITH DISCHARGE CONTROLS The following specified pump panel mounted discharge controls shall be located adjacent to or immediately below and inline with corresponding individual discharge pressure gauge. The control panel shall be configured in an organized manner, "user-friendly", side-to-side across the entire panel. PUMP GAUGE PANEL SIDE MOUNT INSTRUMENT PANEL - SWING OUT STYLE The specified pump pressure gauges, discharge pressure gauges, and engine monitors/ instruments shall be installed on a brushed stainless steel hinged gauge panel, located in to p portion of side pump control panel. The gauge panel is to be equipped with a vertical left side mounted polished stainless steel piano hinge and chrome plated finger-push trigger latch, located right side. Gauge panel to be of the "swing-out" style, to allow access to back of gauges and interior fire pump compartment. A full width fabricated overhead light shield is to be provided for underside mounting of the optionally specified 12-volt light fixture. SIDE MOUNT PUMP INSTRUMENT PANEL - TILT OUT STYLE The specified pump pressure gauges, discharge pressure gauges, and engine monitors/ instruments shall be installed on a brushed stainless steel hinged gauge panel, located in top portion of driver's side Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 35 | Page Yes No exterior pump control panel. The gauge panel is to be equipped with a polished stainless steel piano hinge on the bottom and two adjustable-grip chrome plated lift-and-turn latches, located in upper corners. Gauge panel to be of the "tilt-out" style, to allow access to back of gauges and interior fire pump compartment. A full width fabricated overhead light shield is to be provided for underside mounting of the optionally specified 12-volt light fixture. PUMP OPERATOR'S INSTRUMENTS AND GAUGES ENGINE INSTRUMENTATION The engine instrumentation is to be included in the specified fire pump pressure control system "engine governor". Instrumentation shall be integral with the Governor Control. AIR HORN SWITCH - PUMP GAUGE PANEL A weatherproof push button or rocker switch shall be furnished on the pump gauge panel, with an engraved nametag to read: "EMERGENCY AIR HORN." Switch shall activate above specified high capacity 12-volt air solenoid. HEATER, PUMP COMPARTMENT HOT WATER TYPE HEATER, WITH DUCTS, 35,000 BTU A 35,000 BTU Badger R-295-0 or equivalent hot water type automotive heater to be furnished, installed inside pump compartment, plumbed to engine cooling system. Heater installation to include: gated engine coolant feed and return lines, dual 12 volt electric fans, lighted rocker style fan switch located on pump control panel, and flexible air ducts extending from heater core to back side of specified pump pressure gauges and other pump instruments or controls which are suseptable to freezing. PUMP HEATER HOSES AND CLAMPS The hot water heater core feed and return lines shall be minimum 3/4" i.d. rubber construction. Hose clamps are to be screw-to-tighten style, constructed of non corrosive material. COLOR CODED DISCHARGE NAMEPLATES: NOMENCLATURE Discharge name plates and/or control diagrams are to be permanently engraved into colored media or encapsulated color coded printing, as specified below. Name plate colors are to match the designated color of the individual outlets and pressure instruments. Suction name plates are to be of the same single color, contrasting to the discharge colors The name plate's nomenclature is to identify: physical location, size of hose to be attached, and type of discharge. Example: REAR PASSENGER SIDE 2-1/2" PRECONNNECT DISCHARGE Color matching name plates are to be provided for: Discharge Outlet (or Hosebed Pre-Connect), Discharge Control, Discharge Pressure Instrument, and the Discharge Bleeder Control. . Apparatus locations are to be identified as: FRONT (forward facing), PASSENGER SIDE (curb side facing), REAR (rearward facing), and DRIVER SIDE (street side facing). On sides of apparatus, left-to-right locations are to be identified as FORWARD and REARWARD. At rear of apparatus, locations are to be identified as INBOARD, OUTBOARD, OR CENTER. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 36 | Page Yes No NOTE: The terms LEFT and RIGHT are not to be utilized, unless specifically instructed to do so by customer. COLOR CODED DISCHARGE AND SUCTION NAME PLATES The name plates, as provided for identification of the following devices, are to be permanently printed on a colored background with nomenclature as specified above, attached with permanent adhesive. NOTE: Name plates are not to be screwed or riveted in position. Color matching name plates are to be provided for: Suction Inlet, Suction Control (when gated), Suction Bleeder, Discharge Outlet, Discharge Control, Discharge Pressure Instrument, and Discharge Bleeder Control. MASTER GAUGES, VACUUM & PRESSURE NO-SHOK LIQUID FILLED GAUGES Master pump intake and pump discharge pressure indicating devices shall be located within 8" of each other, edge to edge, with the intake (suction) pressure indicating device to the left of the pump discharge pressure indicating device. A 4" diameter NoShok compound style pressure gauge to be furnished, registering 0 x 600 psi, "enhanced" black numerals on white background. Gauge needle shall have a "bright orange" tip for improved visibility. Gauge to be piped to discharge volute of fire pump, equipped with a black permanently engraved identification nameplate installed below the gauge, to read: "DISCHARGE." A 4" diameter NoShok compound style pressure gauge to be furnished, registering -30 x 400 psi, "enhanced" black numerals on white background. Gauge needle shall have a "bright orange" tip for improved visibility. Gauge to be piped to suction volute of fire pump, equipped with a black permanently engraved identification nameplate installed below the gauge, to read: "SUCTION." TEST GAUGE PANEL A test plug assembly to be furnished, installed on specified gauge panel adjacent to respective pump suction and pump discharge gauge. Test plugs to be piped to pump suction cavity and discharge cavity using high pressure clear nylon tubing with brass fittings. INDIVIDUAL DISCHARGE GAUGES, 2-1/2" DIAMETER Seven (7), 2-1/2" diameter NoShok compound style discharge pressure gauges to be furnished, registering 0 x 400 psi, "enhanced" black numerals on white background. Gauge needle shall have a "bright orange" tip for improved visibility. Gauges to be located in a uniform manner no more than 6" from its respective discharge valve control. Each gauge and respective discharge valve control to be equipped with color coded permanently engraved identification nameplate to describe numerical sequence, location, type and size of outlet. All above specified pressure gauges to be analog style, liquid filled, vibration dampened, and capable of operations to -40 degrees F. Master gauges and individual discharge pressure gauges shall have a 7 year warranty. The specified engine monitors, pump suction and discharge gauges, and individual gated discharge pressure gauges shall be installed on the specified gauge panel. Pressure gauges to be piped to the individual discharge valves and pump suction and discharge volutes using high pressure clear nylon tubing with brass fittings. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 37 | Page Yes No CAST METAL PRESSURE GAUGE SURROUND BEZELS The specified individual pump discharge, pump intake, and individual discharge pressure gauges shall be encased/surrounded by chrome or polished trim bezels. Color coded placards/name tags are to be recessed into the gauge trim bezels. TANK LEVEL INDICATOR(S) WHELEN PSTANK STRIP-LITE SYSTEM Three (3) Whelen Strip-Lite PSTANK, water tank level status lights shall be furnished, with green/blue/amber/red colors. Lights to be signaled by the specified tank level driver, with information provided by the specified primary level indicator. Red 1/4-level lights to flash, other colors to be steady illumination when activated. Strip-Lites to be furnished, one on each exterior side of apparatus, as specified. TANK INDICATOR REMOTE LIGHT DRIVER, FRC SYSTEM Fire Research TankVision model WLA290-A00 remote light driver shall be furnished and installed. The driver shall provide four (4) separate signal outputs to the optionally specified remote tank level lights. The driver shall signal 1/4, 1/2, 3/4, and full tank liquid levels. When power is applied the driver shall run a test and cycle each remote light on and off. When the tank is less than 1/4 full the driver shall "blink" the 1/4 level light. The remote light driver shall receive input information over a single wire from the specified Fire Research tank level primary indicator, which is mounted on the pump operator's panel. WATER LEVEL INDICATOR - TANK VISION One (1), FRC, "Tankvision" WLA200-A00 water tank level indicator to be furnished with: weatherproof encapsulated high intensity LED light indicator, tank level sending unit, and protected wiring loom. Water tank level indicator to be mounted on pump control panel. Tank level sensing unit to be located front of specified water tank to properly sense water capacity. 3000 GALLON CAPACITY POLY WATER TANK The apparatus shall be equipped with a 3000 gallon water capacity polypropylene thermoplastic water tank. The tank body and end bulkheads shall be constructed of 1/2" thick, polypropylene, nitrogen-welded and tested inside and out. Tank construction shall conform to NFPA standards. The transverse and longitudinal 3/8" thick swash partitions shall be interlocked and welded to each other as well as to the walls of the tank. The partitions shall be designed and equipped with vent holes to permit air and liquid movement between compartments. The 1/2" thick cover shall be recessed 3/8" from the top of the side walls. Hold down dowels shall extend through and be welded to both the covers and the transverse partitions, providing rigidity during fast fill operations. Drilled and tapped holes for lifting eyes shall be provided in the top area of the booster tank. The bottom of the tank shall be secured within the specified rubber lined "full perimeter cradle" as described below, design to be in accordance with the tank manufacturer's requirements. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 38 | Page Yes No The water fill tower shall be designed, sized and located as required by the needs of the tank. The 1/2" thick polypropylene fill and overflow tower shall be equipped with a hinged lid and a removable polypropylene screen. An overflow tube shall be installed within the fill tower and internally piped with large diameter schedule 40 PVC pipe through the tank, exiting behind the vehicle's rear axle. The water tank sump shall be a minimum of 10" x 10" x 3" deep and located on the bottom of the booster tank booster tank. There shall be a 4" i.d. schedule 40 polypropylene tank suction pipe from the entrance of the tank (adjacent to and inline with fire pump) to the tank sump. The tank drain and clean out shall be 3" NPT schedule 80 female flange with plug, located in the bottom of the tank sump. INSTALLATION The tank shall be installed so as to be completely independent of and removable from the apparatus body and body fenders, located immediately on top of the chassis frame rails, for lowest possible center of gravity. Tank's position within the apparatus body cavity shall provide for best possible front and rear tandem axle weight distibution. LIFETIME WARRANTY The booster tank shall have a lifetime warranty as provided by the tank manufacturer, copy of the warranty shall be included in the delivery documents. TANK SUPPORT STRUCTURE The specified tank shall be nested into a full perimeter mounting "picture frame" style support structure consisting of 2" x 2" x 1/4" thick 304 grade stainless steel angle. The front of tank shall be equipped with a full width 1/4" thick front base plate. All stainless's cradle res are to be wire-feed welded to the specified stainless steel apparatus body sub frame transverse tubings. Structure shall be tank-specific, and shall provide support in the areas and locations specified by the tank manufacturer. All mating areas between tank and structure shall be lined with 60 DURO rubber cushion material, 1/2" thick on horizontal and front surfaces and 1/4" thick on sides and back vertical surfaces. Structure shall be mounted to chassis frame rail side walls by hardened carriage bolts. The use of threaded rod plates or u-bolts will not be considered adequate. TANK STRUCTURE WARRANTY The tank cradle shall have a lifetime warranty, as provided by body builder. L-SHAPE TANK: FOR DEEP REAR HOSEBED The specified water tank is to be L-shaped, with forward portion of vessel higher than the rear portion, so as to allow for the apparatus body hose bed (located above rear portion of water tank) to be of maximum depth. The forward water tank section is not to extend above the apparatus body sides, and is to be covered with the specified material. The tank bottom is to be T-shape, to allow for rear wheel clearance and maxmum lower side compartment depth. WATER TANK OVERHANG, EXTENDING FORWARD OVERHEAD MIDSHIP FIRE PUMP Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 39 | Page Yes No The specified water tank's front upper portion is to extended forward, into the pump mounting cavity, so as to overhang the fire pump, making use of the available void space above fire pump, thus reducing the hose bed height above ground level. Forward tank overhang is to extend at least partially overhead the fire pump, and provide the lowest possible water envelope (center of gravity). FIREMAN'S FRIEND 4" TANKER FILL VALVE A 4" size Fireman's Friend model 4" FEE Tanker Fill Device shall be fu rnished, located at rear of apparatus. Fill valve to be equipped with 8-bolt mounting plate attachment, located in the rear lower portion of the tank, so as to not interfere with the specified dump valve, or sump design. Fill valve inlet shall be as following specified: FFE INLET ADAPTERS The above specified 4" Fireman's Friend fill device shall be equipped, at inlet, with: 4" NST male fitting, 4" NST female swivel x 5" Locking Storz 30-degree lightweight elbow adapter, 5" Locking Storz x 2-1/2" NST swivel female lightweight adapter, and a 2-1/2" NST plug style cap with chain retainer. DRIVER SIDE TELESCOPING DUMP CHUTE One (1) stainless steel Newton brand 10" telescoping dump chute shall be furnished and installed on driver side of body. Dump chute shall extend 18" past side of apparatus body. DUMP CHUTE ACTIVATION Rear driver side dump chute shall telescope with linear actuator operation. Telescoping action shall be controlled by rocker switch control located exterior of body, adjacent to dump chute opening. REAR CENTER TELESCOPING DUMP CHUTE One (1) stainless steel Newton brand 10" telescoping dump chute shall be furnished and installed at rear center of apparatus body. Dump chute shall extend 18" past rear vertical body panel. DUMP CHUTE ACTIVATION Rear dump chute shall telescope with linear actuator operation. Telescoping action shall be controlled by rocker switch control located exterior of body, adjacent to dump chute opening. CURB SIDE TELESCOPING DUMP CHUTE One (1) stainless steel Newton brand 10" telescoping dump chute shall be furnished and installed on curb side of body. Dump chute shall extend 18" past side of apparatus body. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 40 | Page Yes No DUMP CHUTE ACTIVATION Curb side dump chute shall telescope with linear actuator operation. Telescoping action shall be controlled by rocker switch control located exterior of body, adjacent to dump chute opening. DRIVER SIDE DUMP CHUTE COVER Specified driver side dump chute shall be equipped with body exterior cover panel. Cover panel shall be constructed of body material, hinged at bottom with internal counter weight to allow smooth opening with telescoping chute. CURB SIDE DUMP CHUTE COVER Specified curb side dump chute shall be equipped with body exterior cover panel. Cover panel shall be constructed of body material, hinged at bottom with internal counter weight to allow smooth opening with telescoping chute. DRIVER SIDE DUMP VALVE One (1) stainless steel Newton brand 10" door style dump valve shall be furnished and installed on driver side of body. DUMP VALVE ACTIVATION Rear driver side dump valve shall open and close with linear actuator operation. Valve operation shall be controlled by rocker switch control located exterior of body, adjacent to dump chute opening. REAR CENTER DUMP VALVE One (1) stainless steel Newton brand 10" plunger style dump valve shall be furnished and installed on rear center of body, behind rear wheels. DUMP VALVE ACTIVATION Rear dump valve shall open and close with linear actuator operation. Valve operation shall be controlled by rocker switch control located exterior of body, adjacent to dump chute opening. CURB SIDE DUMP VALVE One (1) stainless steel Newton brand 10" plunger style dump valve shall be furnished and installed on curb side of body, behind rear wheels. DUMP VALVE ACTIVATION Rear curb side dump valve shall open and close with linear actuator operation. Valve operation shall be controlled by rocker switch control located exterior of body, adjacent to Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 41 | Page Yes No dump chute opening. CAB INTERIOR DUMP VALVE CONTROL One (1) backlit momentary rocker switch shall be furnished and installed inside chassis cab for remote operation of driver side dump valve. Switch shall be sufficiently labeled for easy identification. CAB INTERIOR DUMP VALVE CONTROL One (1) backlit momentary rocker switch shall be furnished and installed inside chassis cab for remote operation of rear dump valve. Switch shall be sufficiently labeled for easy identification. CAB INTERIOR DUMP VALVE CONTROL One (1) backlit momentary rocker switch shall be furnished and installed inside chassis cab for remote operation of curb side dump valve. Switch shall be sufficiently labeled for easy identification. CAB INTERIOR DUMP CHUTE CONTROL One (1) backlit momentary rocker switch shall be furnished and installed inside chassis cab for remote operation of driver side dump chute. Switch shall be sufficiently labeled for easy identification. CAB INTERIOR DUMP CHUTE CONTROL One (1) backlit momentary rocker switch shall be furnished and installed inside chassis cab for remote operation of rear dump chute. Switch shall be sufficiently labeled for easy identification. CAB INTERIOR DUMP CHUTE CONTROL One (1) backlit momentary rocker switch shall be furnished and installed inside chassis cab for remote operation of curb side dump chute. Switch shall be sufficiently labeled for easy identification. DRIVER SIDE DUMP CHUTE LOCATION Driver side dump chute shall be located to rear of rear wheels. CURB SIDE DUMP CHUTE LOCATION Curb side dump chute shall be located to rear of rear wheels. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 42 | Page Yes No DRIVER SIDE FLOODED DUMP VALVE The bottom of specified water tank shall be furnished with a large water-collection-sump, integral with the water tank, and designed to facilitate "below-the-tank-bottom" mounting of the specified driver side rear square gravity dump valve. The sump shall have minimum 2-cubic foot capacity, extending at least 8 inches below the tank bottom, its purpose to provide "flooded" gravity valve and high capacity flow of ALL of the tanks water. The sump shall extend lower than 8" where possible, while maintaining a minimum of 34" from ground level to the bottom of specified gravity dump valve and extension chute. Gravity valves which are simply mounted to the lower rear wall of the tank (flanged gravity valves do not allow water-way on tank bottom), leaving a quantity of water in tank at all times, are not acceptable. CENTER REAR FLOODED DUMP VALVE The bottom of specified water tank shall be furnished with a large water-collection-sump, integral with the water tank, and designed to facilitate "below-the-tank-bottom" mounting of the specified rear rear square gravity dump valve. The sump shall have minimum 2-cubic foot capacity, extending at least 8 inches below the tank bottom, its purpose to provide "flooded" gravity valve and high capacity flow of ALL of the tanks water. The sump shall extend lower than 8" where possible, while maintaining a minimum of 34" from ground level to the bottom of specified gravity dump valve and extension chute. Gravity valves which are simply mounted to the lower rear wall of the tank (flanged gravity valves do not allow water-way on tank bottom), leaving a quantity of water in tank at all times, are not acceptable. CURB SIDE FLOODED DUMP VALVE The bottom of specified water tank shall be furnished with a large water-collection-sump, integral with the water tank, and designed to facilitate "below-the-tank-bottom" mounting of the specified curb side rear square gravity dump valve. The sump shall have minimum 2-cubic foot capacity, extending at least 8 inches below the tank bottom, its purpose to provide "flooded" gravity valve and high capacity flow of ALL of the tanks water. The sump shall extend lower than 8" where possible, while maintaining a minimum of 34" from ground level to the bottom of specified gravity dump valve and extension chute. Gravity valves which are simply mounted to the lower rear wall of the tank (flanged gravity valves do not allow water-way on tank bottom), leaving a quantity of water in tank at all times, are not acceptable. VINYL HOSE BED COVER A vinyl coated nylon hose bed cover/tarp to be furnished over main hose body area. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 43 | Page Yes No Hose bed cover material shall be red in color. Front of hose bed shall be fastened to apparatus body by full width awning rail and beaded seam sewn into leading edge of hose bed cover. Cover shall be removable by sliding front of hose bed cover laterally out of awning rail. Sides of hose bed cover shall be fastened to apparatus body by VelCro along outboard edges of hose bed cover and hose body sides. Rear of hose bed shall be restrained by upper retaining pins, chain-weighted seam and stretch cords provided at the rear and on end flap. UPPER APPARATUS HOSE BODY The apparatus body above specified compartmentation shall completely conceal specified water tank. Apparatus body shall be continuous with lower compartment structure and shall not be a separate assembly relying on specified poly tank for structural support. THERE WILL BE NO EXCEPTIONS TO THIS REQUIREMENT. Hose body shall be fabricated of 12 gauge 304 stainless steel. Upper and rear edges of side panels shall be double broke for rigidity, a split tube shall not be accepted. The upper inside area of hose bed shall be overlaid with polished stainless steel for scuff protection of painted surface. Hose body shall be painted job color. HOSE BED FLOORING Apparatus shall be equipped with hose bed floor constructed of .125" smooth aluminum. Floor s hall have laser cut pattern to provide hose ventilation. Hose bed floor shall be bolted into position for ease of removal. Hose bed shall be 72" wide x 8" deep to accommodate 500' of 5" hose. Hose Bed Front Cross Divider - None Provided APPARATUS BODY A custom engineered and fabricated fire apparatus compartmented body shall be furnished. STRUCTURAL DESIGN To prevent possible interaction of dissimilar metals and to reduce the weight of the completed apparatus, the body and ALL STRUCTURAL SUPPORTS shall be constructed entirely of STAINLESS STEEL. Stainless steel sheet or structural members of smaller thicknesses or lesser grades to those specified herein are not acceptable. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 44 | Page Yes No STAINLESS STEEL STRUCTURAL BODY COMPONENTS The following apparatus body structural components shall be fabricated of 14-gauge type 304 stainless steel:  Passenger's and driver's side front body corners  Passenger's and driver's side compartment floors, side walls and back walls.  Passenger's side and driver's side wheel-well housings  Passenger's side and driver's side rear body corners PROTECTIVE BODY COVERING During fabrication and body assembly, all brushed stainless steel exterior body panels must be covered with protective vinyl masking. FASTENERS All apparatus body screw type fasteners shall be stainless steel "low profile" button socket head cap screws with stainless steel hex "Ny-Lok" threaded nuts designed to prevent loosening. Size of fasteners and spacing shall provide for maximum structural. Any necessary exterior exposed nut fasteners shall be polished stainless steel or chrome plated "acorn" covering fastener threads. NOTE: Hex head, truss head, phillips pan head, or other large profile fasteners shall not be used for assembly of fabricated sheet metal components. COMPUTER DESIGNED BODY COMPONENTS Each apparatus body component shall be individually computer designed and CNC machined for fabricated for individual part accuracy, and assembled with removable fasteners for ease of modifications and repairs. Exterior compartment and hosebody fabrications shall be free of all projections which might injure personnel or fire hose. NOTE: Where "nibbled" or other non-continuous non-smooth cutting methods are used to machine the body material, all edges must be reworked/filed for injury prevention and improved appearance. All flanged mated areas which are not disassembled for painting, shall be properly etched, prime painted, rust proofed, and seal caulked, prior to assembly. BODY CONSTRUCTION METHOD All apparatus body components shall be assembled and using a bolted method of construction to ensure easy disassembly of the apparatus body in the event of damage or need for future modifications. Apparatus designs or construction methods which do not allow for disassembly and removal of individual fabricated components will not be considered. The lower portion of the forward side compartments shall be recessed to chassis frame rails for maximum compartment depth. Roof of recessed compartment area shall "slope" to prevent accumulation of road dirt and water. Compartment sides and walls shall be bolted to the specified sub-frame. Seams shall be sealed using an engineered grade polyurethane adhesive-sealant. APPARATUS BODY REPAIRABILITY To eliminate potential weld cracks or heat distortion of apparatus body, and to minimize apparatus out- Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 45 | Page Yes No of-service time in the event of body damage, all apparatus body components shall be assembled using a bolted method of construction. Apparatus designs or construction methods which do not allow for disassembly and removal of the following components will be immediately rejected:  Front and rear outboard body corners  Driver and passenger side compartment floors  Driver and passenger side wheelwells  Rear tailboard Photos and repair times shall be furnished with proposals for each listed body component to demonstrate method of disassembly and ease of repair. NO EXCEPTIONS. SWEEP OUT COMPARTMENT FLOORS Lower level compartments shall be equipped with "sweep-out" floors, raised at least 1" above compartment bottom door opening. Compartment door jambs that have raised bottom edge do not meet the intent of these specifications and will be rejected. NO EXCEPTIONS. FORWARD BODY COMPARTMENTS Two (2) lower level storage compartments shall be furnished ahead of rear axle(s), one (1) each side of body. Each compartment shall be equipped with roll-up doors, as specified. TENDER APPARATUS BODY SUPPORT Apparatus body and tank shall be mounted and supported on rubber mounted structural assembly, constructed of 304 grade stainless steel structural components and fabrications. Structure shall be computer engineered and documented for long life and ease of repair, modification or transfer to future chassis. Structure shall be frame drilled to chassis for superior body attachment and structural integrity. U-Bolts shall not be used in installation. COMPARTMENT DOORS The roll-up style compartment door tracks/extrusions to be "flush" with exterior body panels/door jambs. NOTE: Specified roll-up compartment doors shall be manufactured in the United States of America. All side compartment doors shall be ROM Robinson roll-up shutter style, complete with: Extruded aluminum shutter slats, tubular bar style bottom rail latch, extruded aluminum vertical side tracks with removable neoprene rubber weatherstripping, top door opening extrusions with removable neoprene rubber weatherstripping, and spring loaded "front roll" door lift/roll-up mechanism. DOOR INSTALLATION Specified compartment door jambs shall be fabricated with inboard flanges which are machined for screw type fasteners and mounting of specified roll-up compartment door aluminum side track extrusions. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 46 | Page Yes No Front and rear extruded aluminum door tracks shall be furnished, bolted to vertical door jambs and interior compartment bulkheads so as to be easily removable for repairs or modifications. All roll -up style compartment doors shall be installed and adjusted during body construction. NOTE: Roll-up door tracks which are riveted or welded in position are not acceptable. COMPARTMENT DOOR FINISH The specified side compartment doors shall be satin finish with creating a natural aluminum appearance of door exterior. FORWARD LOWER LEVEL COMPARTMENT SIZES Each compartment ahead of the rear wheels shall have useable dimensions of at least 26” tall x forty four (44)” wide x 26” deep. REAR BODY ENCLOSURE The apparatus body is to extend beyond rear wheel wells to approximately 6” past rear vertical wall of tank, terminating with vertical rear body corners and transverse rear body fascia. Specified rear dump valve assembly is to be completely surrounded by the fascia, and recessed into the fascia panel, covering the valve mounting surface. Optionally specified tow eyes, rear tank fill and or suction lines are also to be recessed into the rear fascia panel. REMOVABLE ACCESS PANELS The rear body fascia panel is to be equipped with removable insert plates, located left and right sides of the vehicle centerline. Removable insert plates are to be of maximum width and height, and positioned to allow access to the dump valve and other tank related accessories, for inspection and servicing of valves and piping. Each insert plate shall be made of the same material as surrounding panel, “flush” mounted (not over- lapping) and equipped with chrome plated “trigger” style adjustable latches. SMOOTH SURFACE Rear of apparatus body is to be completely flush across width of apparatus, fabricated of smooth sheet metal to allow for application of reflective graphics. COMPARTMENT ROOF/CATWALK TREADPLATE OVERLAYS The apparatus body shall be equipped with full body length 4-way aluminum treadbrite overlays which cover over the top of each lower level compartment, rear wheel well housing and rear corner housing. Overlays to provide non-painted natural finish scuff resistant mounting/catwalk area. PORTABLE TANK DROP-DOWN COMPARTMENT A Zico model PTS "Quik-Lift" portable tank system shall be furnished. The Quik-Lift portable tank system shall consist of two (2) aluminum casting sets with 1,000 lb. rated 12-volt electric actuators, Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 47 | Page Yes No audio-visual motion alarm and control switch. A folding water tank enclosure/compartment shall be furnished to accommodate a rectangular style folding water tank, fully enclosed when Quick-Lift rack is in the "up position. Full length tank compartment/enclosure shall be single-piece construction, fabricated of .125" smooth painted aluminum with polished tread brite aluminum ends. QUIC-LIFT AUDIO VISUAL ALARM Zico model AVA audio/visual alarm shall be provided and installed on the specified Quick-Lift Access System to be activated when the rack is being lowered or raised. QUIC-LIFT WARNING LIGHT KIT Zico model LAS-FLK flashing light kit shall be provided and installed on the specified Quick-Lift Access System. Lights shall be activated when the rack is out of the "stored" position and continue to flash till the rack is safely re-stored. FOLDING TANK STORAGE LOCATION The specified folding tank storage device shall be mounted above curb side compartments. PORTABLE TANK(S) One (1)each, HUSKY EXALON 3500 GALLON ALUMINUM FRAME WITH EASY LIFT HANDLES AND 10" DRAIN TUBE shall be furnished. SLIDE-IN STORAGE COMPARTMENT FOR LADDERS & PIKE POLES A compartment shall be furnished to provide fully enclosed on-beam storage of ladders and pike poles. Interior of compartment shall be equipped with multiple poly tracks and tubes to allow easy slide in storage of ladders and pike-poles. Rear of compartment shall be equipped with overlapping hinged door and polished stainless steel slam- latch. Compartment shall be constructed of .125” smooth aluminum, painted job color. NOTE: Customer will supply 30' 3-section which is 162" in length. LADDER STORAGE LOCATION The specified ladder storage device shall be mounted above driver side compartments. SUCTION HOSE SLEEVES Storage sleeves for a total of two (2) large diameter hard suction hoses shall be provided at outboard corners of rear body panel. Each sleeve shall be equipped with interior trough for secure placement of hose. Access to sleeves shall be through drop down hinged doors and polished stainless steel slam latches. PIKE AND ATTIC LADDER ACCOMMODATIONS Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 48 | Page Yes No Above specified sleeves shall also accommodate 2 ea. pike poles up to 10' in length on curb side and 1 ea. 10' folding attic ladder on driver side. ALUMINUM TAILBOARD, NFPA TREAD PATTERN A 101" wide rear step/tailboard shall be furnished, a single piece fabrication, spaced 1/2" away from the rear face of body, bolted in position and easily replaceable in the event of damage. Perimeter fabricated flanges shall be provided, side and rear same width as the body rubrails, with outboard rear corners "beveled" 45-degrees. The corner flanges and the rear flange of tailboard shall be double- broke and have a total of five (5) diamond shape cut-outs, exposing the under flange mounted rear corner marker lights and rear center marker light cluster. Underside of aluminum treadplate tailboard is to be lined with a dielectric barrier tape, separating the aluminum from the underbody subframe structure. The tailboard is to be constructed of .187" polished 4-way aluminum treadplate material, with an NFPA approved non-slip foot grip tread top surface. Steps, platforms, or secure ladders shall be provided so that firefighters have access to all working and storage areas of the apparatus. The maximum stepping height from ground to first step shall not exceed 24". Additional steps cannot be more than 18" apart. All steps, platforms, or ladders shall sustain a minimum static load of 500 lbs. without permanent deformation and shall have skid resistant surfaces. Any step shall have a minimum area of 35 sq. in. Platform shall have a minimum depth of 8". TAILBOARD DEPTH The above specified 101" wide rear step/tailboard shall be one (1) inches deep (front-to-rear flange), across the entire width of the tailboard. ADDITIONAL REAR TOW EYES Two (2) rear chrome plated "tow" eyes shall be located at the rear of the apparatus and shall be bolt -on mounted directly to the chassis frame rails. The inner and outer edges of the tow eyes shall be radiused, eyes to be 3" in diameter. REAR BODY FACE MATERIAL, SMOOTH PLATE STAINLESS STEEL The exterior center rear face of apparatus body, extending between rear body corners and below the hosebed, shall be fabricated of type 304 stainless steel. Smooth plate surface shall allow for application of the specified rear reflective graphics. ALUMINUM PLATE PULL-OUT ALUMINUM PAN TRAY(S) One (1), fabricated .190" natural unpainted aluminum pull-out pan style tray(s) are to be furnished. Pan tray(s) are to be of maximum width for specified compartment's door opening, and maximum front-to-rear dimension for the designated compartment's depth. Tray(s) to be provided with 2-1/2" deep perimeter formed-up flanges, corner closure welded at all four corners, and bolted to specified roller mechanism. Two (2) 300 lb. total capacity cadmium plated Grant or equivalent single direction, multi-section, slide assemblies are to be provided per tray. When facing the tray, the left slide assembly is to be of the "locking" style, in both retracted and extended positions. Roller slides are to be bolted to apparatus using full length stainless steel angular brackets, with inboard bottom flange, allowing for minimum height profile and maximum width of the pull-out tray . ROLL-OUT TRAY LOCATION(S), TO BE DETERMINED The above specified "apparatus body" roll-out tray(s) shall be located as designated by Customer, at the Pre-Build Conference. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 49 | Page Yes No TRAY PANEL One (1) vertical .188" aluminum panels shall be installed on roll out tray for mounting of equipment. PULL-OUT TOOL BOARDS Two (2) each, vertical pull-out .250" aluminum flat panel tool board panels to be furnished. Panels to be 24" high x 24" deep (front-to-rear), equipped with top and bottom mounted Grant cadmium plated roller slides which latch in both IN and OUT positions. Outboard vertical edge of tool boards shall be double broke for rigidity and grab surface. Roll-out panels to be floor mounted in customer designated compartment(s). BLACK SECTIONAL VINYL FLOOR TILES Black vinyl Turtle Tile or equal sectional floor tiles shall be provided, floor level of driver's side, passenger's side compartments. EXTRUDED ALUMINUM RUBRAIL Bottom edge of side compartments, ahead of and behind rear wheel cut -out, to be lined with brite aluminum extruded rubrail material. Rubrails shall be located immediately below the sweep -out bottom door threshold, extending from front to rear of body, equipped with eight(8) machine tapered replaceable poly end plates. Rubrails are to be channel shaped with flanges outboard, be spaced away from body with non-metallic shims, to allow for wash-out and adsorption of minor impacts without damage to body flange. Rubrails shall be bolted in position, easily replaceable. BODY FENDER MOLDINGS Polished extruded aluminum 25" radius wheel well moldings shall be furnished, bolted in position surrounding driver's side and passenger's side rear body "radius" wheel well cut-outs. Wheel well molding fasteners shall be concealed beneath the extrusion. NOTE: The profile of these moldings will allow the apparatus body to remain within the legal overall width as required by Federal D.O.T. vehicle standards, furthermore; wheel well moldings will not extend beyond the purchaser specified rub rails. TUBULAR HANDRAILS Apparatus body tubular railings shall be furnished, consisting of: 1-1/4" o.d. extruded aluminum tubing, chrome plated double bolt type 3" stand-off end type and center rail brackets, and neoprene rubber surface mounting gaskets furnished between rail bracket and painted body surface. Tubular railings at step areas shall be provided with an aggressive machined "knurled" non-slip exterior surface. Tubular railings shall be provided in the areas as designated. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 50 | Page Yes No Tubular railings shall be provided: passenger's side and driver's side vertical rear outboard compartment corners. Handrails shall begin at 10" above tailboard, extending full height of body corners. PASSENGER SIDE TOOL STORAGE, IN WHEEL WELL HOUSING One (1) triangular shaped fully enclosed compartment(s) shall be furnished, located in center of passenger's side wheelwell housing. Sized to maximum allowable. Compartment(s) shall be equipped with a single weatherstripped horizontally hinged over-lapping "beveled-edge" door constructed of wheel well matching material, equipped with: polished stainless steel piano hinge, stainless steel door prop, .and polished stainless steel trigger latch. DRIVER SIDE TOOL STORAGE, IN WHEEL WELL HOUSING One (1) triangular shaped fully enclosed compartment(s) shall be furnished, located in center of driver's side wheelwell housing. Sized to maximum allowable. Compartment(s) shall be equipped with a single weatherstripped horizontally hinged over-lapping "beveled-edge" door constructed of wheel well matching material, equipped with: polished stainless steel piano hinge, stainless steel door prop, .and polished stainless steel trigger latch. PASSENGER SIDE 3-BOTTLE STORAGE COMPARTMENT(S) Two (2) triangular shaped compartment(s) shall be furnished, located in upper corner(s) of passenger's side wheel well to accommodate three (3) SCBA bottles. Three (3) individual air bottle sleeve segments shall be provided, inboard of and flange bolted to the body wheel well panel. Sleeve segments shall be spray coated with a black textured vinyl material for bottle protection. For additional protection the interior of specified access door is to be lined with insulated rubber mating. Air bottle compartment shall be equipped with a single weather stripped vertically hinged over-lapping "beveled-edge" door constructed of stainless steel, equipped with: full height polished stainless steel piano hinge, chain door-stop, and a single chrome plated push-button trigger-latch. Bottle storage compartment door shall be equipped with proximity switch to activate DO NOT MOVE VEHICLE LIGHT, and notify driver of an open door condition. DRIVER SIDE 3-BOTTLE STORAGE COMPARTMENT(S) Two (2) triangular shaped compartment(s) shall be furnished, located in upper corner(s) of driver's side wheel well to accommodate three (3) SCBA bottles. Three (3) individual air bottle sleeve segments shall be provided, inboard of and flange bolted to the body wheel well panel. Sleeve segments shall be spray coated with a black textured vinyl material for bottle protection. For additional protection the interior of specified access door is to be lined with insulated rubber mating. Air bottle compartment shall be equipped with a single weather stripped vertically hinged over-lapping "beveled-edge" door constructed of stainless steel, with wheel well matching finish, equipped with: full height polished stainless steel piano hinge, chain door-stop, and a single chrome plated push-button trigger-latch. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 51 | Page Yes No Bottle storage compartment door shall be equipped with proximity switch to activate DO NOT MOVE VEHICLE LIGHT, and notify driver of an open door condition. STAINLESS STEEL REAR ACCESS LADDER A swing-out and down access ladder shall be furnished and installed on rear body surface. For superior strength and service-ability the entire ladder assembly shall be constructed of fabricated 304 grade brushed stainless steel and assembled using 1/4" coated stainless steel fasteners and Nylock nuts. Welding shall not be used in the construction. Ladder shall be equipped with dual vertical knurled tubular aluminum hand rails on upper section. A bottom ladder section shall be furnished which flips 180-degrees down below tailboard level for improved access to ladder. Ladder shall fit vertically along rear body surface when stowed and swing out to provide angular climbing surface. Dual compressed gas struts shall be incorporated into movement of ladder. Manual latches shall not be required in the operation of ladder. Step depth, tread, and spacing shall be NFPA compliant. STAIRWAY LADDER "UNFOLDED" INDICATOR LIGHT A "STAIRWAY LADDER UNFOLDED" hazard warning indicator light shall be furnished, installed on cab dashboard, wired to the drop-down/folding ladder lower rung section, so as to indicate unsafe/unfolded road hazard condition. Indicator light to be minimum 1/8" diameter LED, visible to driver and officer, identified with permanent engraved nameplate to read; "STAIRWAY LADDER UNFOLDED". ILLUMINATION OF HAZARD WARNING LIGHT(S) The above specified Hazard Warning Light(s) shall illuminate only when the park brake has been released, so as to alert driver of pending hazard. Warning light(s) shall remain off with vehicle parked; "on scene". NOTE: Bidder shall show optional deduct to furnish alternate brands and/or a 22 oz. "vinyl" liner in lieu of the above specified Hypalon liner. ELECTRICAL - 12 VOLT WIRING HARNESSES All apparatus body and pump compartment wiring for specified lights and electrical equipment shall be suitably protected inside heat resistant vinyl, forming multiple harnesses. Multiple harnesses to run from chassis cab, pump compartment, and apparatus body to a PDC (power distribution center). Harnesses shall consist of individual legend imprinted multi-stranded copper color coded SAE-J 1128 compliant automotive wires inside vinyl loom. Spare wires shall run throughout apparatus compartmented body and pump compartment, so as to allow future installations of electrical accessories, using original harnesses. All wiring to be identified, "imprinted" with number and function. Auto-reset circuit breakers to be furnished, of various amperage capacity, sized for intended Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 52 | Page Yes No load. All 12-volt switches, relays, terminals, connectors, and wiring to have a direct current rating of 125% of maximum current for which the current is protected. All wiring terminals to be machine crimped, pull-tested during assembly. POWER DISTRIBUTION CENTER The power distribution center shall be located interior of driver's forward side compartment, and shall contain engineered electrical components and waterproof pin/socket bulkhead connectors. Multiple circuit breaker sockets shall be furnished for future use. An enclosed electric junction cubby will be provided in the driver's side lower front compartment. This compartment will be recessed through the inside front wall of the compartment to an easily accessible enclosure to house all of the body wiring junction points, terminal strips, relays, etc. The design of this compartment will not decrease the storage capacity area of the compartment in which it is located. A removable panel will be provided for access to this compartment. BATTERY CABLE UPGRADE A minimum 2-0 multi-stranded copper insulated battery cable shall run from specified battery switch to the chassis frame mounted threaded stud terminal block, providing power to high amperage items such as: primer motor, electrical discharge valves, reel rewind motors, generator starter motor, etc. "Vehicle Specific" wiring information shall be provided for this particular apparatus "as built" upon completed delivery of the same. Information to be in spreadsheet format, describing PDC connections and functions. APPARATUS LIGHTING INSTALLATION STANDARDS: All specified 12-volt to be in accordance with D.O.T. regulations at time of purchase. WALKWAY, STANDING PLATFORM, AND WORK AREA LIGHTING Specified standing, stepping, and walking surface lighting shall be located to minimize accidental breakage. LIGHTING INSTALLATION REQUIREMENTS All specified light fixtures to be located/fitted prior to and re-installed after finish painting. Where fixture wiring passes through metal body panel, the pass-thru hole to be equipped with a rubber grommet. All specified light fixtures shall be installed, using stainless steel screws with non -metallic "replaceable" threaded inserts, to allow removal of light fixture, from exterior of body. Where light fixtures are to be installed on a painted panel, all light fixture mounting holes, grommet holes, and fastener holes shall be machined/cut-out prior to prime and finish painting, so that all metal edge surfaces receive the same protective coating. Where holes are cut or drilled, after finish painting, same holes shall receive paint finishes prior to insertion of fasteners and threaded inserts. FMVSS LIGHTING CONFIGURATION The following specified rear body tail/stop, turn and back up lights to be positioned: Red (tail/stop) TOP, Amber (turn) MIDDLE, and Clear (back up) BOTTOM, driver's and passenger's side rear of body. EMERGENCY SWITCH CONSOLE Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 53 | Page Yes No An emergency switch control console shall be furnished, as specified in MODIFICATIONS TO CHASSIS SECTION, mounted to be easily accessible and visible to seated driver, and officer. LED STEP LIGHTS Two (2)each, 12-volt Tecniq model E03-W000-1 LED courtesy step lights are to be furnished, located to illuminate step surfaces at the rear of the body and along catwalks. Light fixture to have polished stainless bezel and shielded clear polycarbonate lens. Lights to be activated by parking brake set. DOT LIGHTING REAR MARKER Five (5), rectangular surface mount multiple element LED marker lights with reflective red lenses are to be furnished, located: two (2) recessed into specified rear tailboard corners and three (3) recessed behind center rear tailboard flange diamond shape cut outs. Marker lights to be activated by headlamp switch. The three (3) marker lights located at the rear to be: As close as is practical to the vertical Centerline. Centers spaced not less than six (6) inches or more than twelve (12) inches apart. All at the same height. The two (2) outside marker lights located at the rear shall be installed: To indicate the overall width of the vehicle. At the same height. To be visible from the rear and the side. MID-TURN/MARKERS Two (2), round or rectangular surface mount mid-ship dual element, combination marker & turn lights, are to be furnished, located: one (1) driver's side mid-ship vehicle and one (1) passenger's side midship vehicle. Light fixtures are to have Amber lens. Marker Light is to be steady on with headlights, Turn Lights are to have flashing element, activated by vehicle turn signals. The two (2) outside Marker/Turn lights are to be visible in rear view mirrors. STOP/TAIL , BACK-UP & TURN LIGHTS Two (2), Whelen M6BTT, rectangular Red element surface mount "LED" combination stop/tail lights to be furnished, mounted each side at rear of body. Lights to be wired for activation by service brake and headlamp switch. REAR TURN SIGNALS Two (2), Whelen M6T, rectangular Amber element surface mount "arrow" LED turn signal lights to be furnished, mounted one each side at rear of body. Lights to be wired for activation by left or right turn signal (not by brake lights). BACK-UP LIGHTS Two (2), Whelen M6BUW rectangular Clear element surface mount LED back up lights to be furnished, mounted one each side at rear of body. Lights to be wired for activation by reverse gear of truck transmission. Above specified lights to include M6FC, chrome plated bezels, evenly spaced, driver's side and passenger's side rear body corners. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 54 | Page Yes No CAST LICENSE PLATE BRACKET, LIGHTED A polished cast metal license plate bracket with 12-volt light and overhead light shield shall be furnished, installed per DOT regulations on the rear of the vehicle. DO NOT MOVE APPARATUS " HAZARD" INDICATOR LIGHT An LED style flashing indicator light shall be furnished, installed on cab dashboard, visible to driver, and as per current NFPA requirements, the light shall be illuminated automatically, as listed below: The light shall be labeled "DO NOT MOVE APPARATUS IF LIGHT IS ON". DEVICES WHICH ACTIVATE THE "DO NOT MOVE APPARATUS" INDICATORS Opened chassis cab doors, crew cab doors, and/or open apparatus body exterior compartment doors, are to activate/illuminate the above specified "DO NOT MOVE APPARATUS" hazard warning indicator light. PERIMETER UNDERCAB LIGHTS Two (2) each, 4" LED grommet mount under chassis cab 12-volt ground lights to be furnished, located one (1) driver's side and one (1) passenger's side, beneath cab doors. Lenses to be 4" diameter, Clear. Lights to be completely sealed for weather resistance. Lights to be activated by setting of the parking brake. PERIMETER UNDERBODY LIGHTS, UNDERSIDE THE CREW CAB AND THE BODY Seven (7) each, 4" LED grommet mount under body 12-volt ground lights to be furnished, located: one (1) below Crew Cab Door, one (1) below compartment ahead of rear wheels, and one (1) below compartment behind rear wheels on driver side; one (1) below Crew Cab Door, one (1) below compartment ahead of rear wheels, and one (1) below compartment behind rear wheels on passenger side; and one (1) centerline rear underside the tailboard. Lights to be completely sealed for weather resistance, lenses 4" diameter. Lights to be wired for activation by setting of the parking brake. 12V SURFACE & RECESS MOUNTED SCENE LIGHTS LED SCENE LIGHTING Six (6) Rigid Industries 50111-black Dually D2 LED scene lights shall be furnished and installed on brackets that offer up and down tilting adjustment. "BROW" LIGHT(S) One (1) Whelen Pioneer PFA230 LED Contour Brow Mount 12-volt scene light(s) shall be furnished. The bow light(s) shall have a 6000 Lumen, 70 Watt LED light element, and be activated by an illuminated rocker switch, accessible to driver, and properly identified. 12V SCENE LIGHT ACTIVATION Specified 12V scene light(s) are to be activated in cab, utilizing three (3) each individual switches. 12V SCENE LIGHT LOCATION(S) Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 55 | Page Yes No Locations shall be as follows: One (1) driver side front of body, upper level One (1) driver side rear of body, upper level Two (2) at rear of body, upper level One (1) curb side front of body, upper level One (1) curb side rear of body, upper level AIR HORN SYSTEM DUAL CHROME AIR HORNS Two (2), Grover model 1512 stuttertone single base chrome plated air horns shall be furnished with surface mount pedestals. Air horns shall be mounted one (1) driver's side and one (1) passenger's side of chassis fiberglass engine hood, above the fenders. ACTIVATION OF AIR HORNS, STEEERING WHEEL HORN SWITCH Air horns are to be activated by the steering wheel horn button. An electrical switch console mounted two-position horn selector rocker switch is to be furnished top position of rocker switch to select chassis air horn, and bottom position to select electric horns. Switch is to activate a high capacity 12- volt solenoid operated air valve located on or adjacent to the firewall mounted air distribution block, piped to air horns using "same-length" appropriate size nylon tubing with brass fittings. NOTE: Air lines are to be the same length and same size to assure equal air pressure for balanced horn tones. ELECTRONIC SIREN One (1), Whelen model 295SLSA1, "Hands Free" electronic siren amplifier w/park-kill feature, selectable 100 or 200 watt output to be furnished. Electronic siren to have a "piercer" tone. A permanently wired microphone to be furnished with coil cord and mounting clip. Siren amplifier to be wired to specified electronic speaker(s). Siren control head shall be located Surface mounted to center console. 100 WATT SPEAKER One (1), Whelen model SA315P, 100-watt rectangular concealed speaker to be furnished, installed behind front grill, connected to specified siren amplifier. MECHANICAL SIREN FEDERAL Q2-B SIREN A Federal Q2B siren shall be furnished. A siren brake button shall be installed on the switch panel. The mechanical siren shall be recessed in the front bumper in the center. The siren shall be supported by the bumper framework. The mechanical siren shall be actuated by foot switch located on the officer's side floor and by the horn ring (steering wheel) with a SIREN - HORNS selector switch on electrical console. LIGHTBAR Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 56 | Page Yes No One (1ea), Whelen "Freedom" model FN55VLED, 55" long Linear-LED light bar shall be furnished and installed, permanently mounted to forward roof top of chassis cab. Light bar shall be provided with: Six (6) red LED's, located: 2-forward facing, 2-front corners, 2-rear corners. Red: 1 ea. Driver rear corner, 1 ea. Driver front corner, 1 ea. Driver fwd facing. Blue: 1 ea. Passenger rear corner, 1 ea. Passenger front corner, 1 ea. Passenger fwd facing. Two (2) clear LED's, located: 2-forward facing. Light bar shall be switched in the chassis cab, identified as: "CAB ROOF LIGHTBAR" All lenses are to be clear, with clear and red light elements, as specified. NOTE: Activation of vehicle's Parking Brake shall disengage any forward facing clear lights. OPTICOM EMITTER, BUILT-INTO LIGHTBAR One (1), 3M "OptiCom" 795H, or equal, Traffic Pre-Emption Emitter to be furnished, complete with appropriate power supply. Emitter to be installed interior center segment of specified front facing light bar. Emitter lens color is to be clear. Emitter to be activated by a single illuminated rocker switch, identified as: "OPTICOM". Opticom shall be wired to deactivate when park brake is set. TRAFFIC DIRECTING LIGHT BAR - REAR OF BODY One (1), Whelen model TA870L Traffic Directing, 72" wide lightbar with eight (8) Amber LED modules and one (1) TACTRLD1 control head, to be furnished, surface mounted onto vertical body panel, at center rear of body as high as possible. Control head to be installed as designated by Customer. RECESSED MOUNTING OF REAR TRAFFIC DIRECTING LIGHT BAR The optionally specified rear body mounted traffic directing light bar is to be "recess" mounted into the rear body panel, so as to be flush with surrounding metal surfaces thereby protecting the light bar and lenses. A fabricated recess housing (material matching to rear body panel) is to be furnished, slightly larger than the width, height, and depth of the specified light bar. Recessed housing is to be perimeter flanged, seal caulked, bolted to and easily removable from the vertical rear body panel. LOWER LEVEL WARNING LIGHTS One (1) Whelen M6 LED warning lights and chrome flanges shall be furnished and installed as follows: 2 ea. front grille 2 ea. sides of cab 4 ea. sides of body 2 ea. lower rear of body Driver side shall be red with clear lenses. Passenger side shall be blue with clear lenses. All lights shall be controlled at emergency lighting panel. Locations shall comply with NFPA. REAR UPPER LEVEL LED "STACKED" LIGHTS Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 57 | Page Yes No Six (6), Whelen 500 series TIR6 Super LED rectangular surface mounted light heads to be furnished and mounted two (2) rear upper sides (1-each side) two (2) driver's side rear and two (2) passenger's side rear "stacked" one above. Lights to be activated by specified switch, identified by function. Light lenses to be driver's side Red, passenger's side Red. PAINT PROCESS Body surfaces to be painted shall be cleaned using DX436 wax & grease remover. Then the entire surface shall be sprayed with F3963 Etching Primer which exhibits very good adhesion and corrosion resistance. A high build primer surfacer, F3975, will then be applied directly over the etch primer. After allowing the primer surfacer to air dry, the entire unit will be sanded using dual action sanders leaving a very smooth surface to be painted. The paint applied to the apparatus shall be PPG Industries Delfleet® Evolution brand, applied throughout a multi-step process including at least two coats of each color and clear coat finish. Special attention will be given to proper application of coatings according to the specified film build (wet and dry) recommendations of PPG. Product or technical data bulletins should be consulted for any needed information above that which has been outlined herein. All paint materials shall be prepared and applied in accordance with this specification and the paint manufacturer's latest written recommendation prior to paint application. The coating shall be baked or air dried. The coatings shall provide full gloss when finished curing and must be suitable for application by conventional pressure air atomizing spray. Body panels and sub-frame area which cannot be painted after assembly shall be pre-primed and painted prior to main painting process. The coatings shall not contain lead, cadmium or arsenic. The polyiscoyanate component shall consist of only aliphatic isocyanates, with no portion being aromatic isocyanate in character. The solvents used in all components and products shall not contain ethylene glycol, mono-ethyl ethers, or their acetates (commercially recognized as cellosolves), nor shall they contain any chlorinated hydrocarbons. The products shall have no adverse health effects or present any unusual hazard to personnel when used according to manufacturer's recommendations for handling and proper protective safety equipment, and for its intended use. The coating system, as supplied and recommended for application, shall meet all applicable federal, state and local laws and regulations now in force or at any time during the courses of the bid. The specified apparatus body painted surfaces shall receive the primer coats and the finish coats. These painted surfaces shall have a finish with no runs, sags, craters, pinholes or other defects. Finish color of the apparatus body exterior shall be painted in color to match chassis cab exterior. All newly fabricated apparatus body components, and the partially disassembled apparatus body module shall receive the same multi-system painting system as described above. HIGH LUSTER BUFFING The specified color painted components (except roll-up door slats) shall be "wet" color sanded with ultra-fine media, machine buffed with rubbing compound and wool pad, machine buffed with glaze and foam pad, and hand wiped to remove residue. PAINT COLOR Finish color of the apparatus body exterior and painted accessories shall be of a single color to match major chassis cab exterior color. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 58 | Page Yes No "SWIRL-FINISH" COMPARTMENT INTERIORS Interior side compartments shall have a “swirl" finish consisting of overlapping rotary patterns, lightly machined into metal surface. Any seal caulking used shall be silver metallic. BODY RE-ASSEMBLY During reassembly of all individually painted fabricated components, special care shall be taken to prevent deterioration of top paint coats of mating flanged areas. 4-way aluminum treadplate components, which have been removed prior to painting, shall be seal coated where mated to non- aluminum painted components. 4-way aluminum fabrications to be installed using stainless steel button socket head cap screw fasteners. Edges of 4-way aluminum, where meeting exterior body painted fabrications, shall be properly caulked with G.E. or equal silver metallic body sealant to prevent moisture accumulation between metal layers. UNDERCOATING After final body reassembly, under body areas shall be spray coated with Tectyl or equal rust proofing undercoating material. TOUCH-UP PAINT One (1), full quart of original finish color top coat paint material shall be provided for use as future touch-up paint. DISSIMILAR METALS CORROSION PREVENTION In an effort to prevent "dissimilar metals corrosion" all apparatus ferrous and non-ferrous metals shall be isolated from one another, using barrier tapes, vinyl or rubberized coatings, and other methods to isolate the mating surfaces. Where aluminum and steel or stainless steel are "mated", the entire mating surface must be lined or coated, even where surfaces are already prime and/or color coat painted. Since all fasteners must be stainless steel, it is imperative to provide fasteners with the smallest possible head profile, such as button-socket-head cap screws, in lieu of pan head or truss head screws. Additionally, all screw and nut fasteners shall be coated with "Harpen Wax" to prevent fastener discoloration when exposed to dissimilar aluminum. Rubber and/or vinyl washers shall NOT be used, as they collapse as allow fasteners to loosen. Where stainless steel piano hinges are bolted to aluminum, the hinge leaf shall first be lined with a brush on undercoating. GRAPHIC STRIPING The apparatus body and chassis cab shall be "striped" on both sides, and across front, with multi colored and multi width striping designed and manufactured by a graphics supplier. Striping shall be installed prior to completed delivery of the apparatus. REFLECTIVE STRIPING, CAB DOORS A White ScotchLite or equivalent reflective stripe shall be affixed to the interior of each cab door. This stripe shall be a minimum of 96 sq. in. and shall meet the NFPA 1901 requirement. GOLD LETTERING, BLACK SHADED Driver's side and passenger's side chassis cab front doors shall be furnished with CAD generated machine cut simulated Gold Leaf lettering, suitably shaded with Black vinyl. Forty-one (41) to sixty (60) CAD generated machine cut simulated gold leaf letters, 3.00" tall, highlighted with black vinyl shading shall be provided. Apparatus Specifications by the Monticello Fire Dept. Bid compliance must be indicated by check mark under Yes or No column. Items of non-compliance must be described in detail on separate sheet. 59 | Page Yes No Lettering to be encapsulated between two (2) layers of Mylar, for protection and longevity. CHEVRON STRIPING Up to 48 square feet of 6" multiple diagonal 3M Scotchlite or an equivalent brand reflective stripes are to be provided, full width at rear of apparatus body. Stripes are to form "Chevrons", using alternating Ruby Red/White reflective stripes, only interrupted by the rear apparatus lighting, handrails, steps, and door hardware. Chevron patterned material is to be applied on to the flat metal "painted" surface, prior to the final installation of the specified bolt-on (removable) fixtures and accessories. Stripes shall be oriented at 45-degree angle, sloping downward and away from centerline of vehicle. DELIVERY: APPARATUS DELIVERY AND DEMONSTRATION AT FACTORY FACILITY Final acceptance and delivery of the completed vehicle shall be made at the factory of the apparatus body manufacturer, at which time purchaser’s designated Fire Department and/or community personnel shall be instructed as to the proper use and maintenance of the apparatus by the Manufacturer’s Factory Representative. Apparatus demonstration shall include fire pump operational instructions, along with additional instructions as to proper operation and maintenance of supporting systems which have been provided and installed by the manufacturer. CityCouncilAgenda:04/14/14 1 7B.Considerationofapprovingtheuseofaportionoftheformerbio-solidsproperty fortheBertramChainofLakesAthleticComplex (JO/AS/TP) A.REFERENCEANDBACKGROUND: TheCityCouncilisaskedtoconsiderapprovingtheuseofaportionoftheformerbio- solidspropertyfortheBertramChainofLakesAthleticComplex.Therecommendation forapprovalisbasedontheoutcomesofananalysiswhichshiftsaportionoftheathletic complexactiveplayareafromwithintheplannedregionalparkacquisitionboundarytoa portionoftheCity-ownedbio-solidsproperty. InJanuary,theCouncilauthorizedthecompletionofananalysisforthissite reconfiguration.TheanalysisundertakeninvolvedaconceptualrevisionoftheAthletic Complexplantoremoveapproximately11.5acresofpropertyfromtheeastern-most plannedboundaryoftheathleticarea,shiftingtheathleticusesforthisacreagetothe southernedgeacreageofthecurrentbio-solidsproperty. Sincethattime,planningandparksstaffhavereviewedaproposedathleticcomplex reconfigurationwithinthecontextofanumberoffactors,includingcost,revenue potential,parkdesignobjectives,phasedexpansionopportunity,andconsistencywith parkmission.Eachoftheseareasisdescribedindetailinthefullanalysisdocument attachedforreference. Inadditiontoaninternalreview,parksandplanningstaffconsultedwiththeWright CountyParksAdministratoronhowarevisedplancouldimprovebothfunctionalityand transitionasrelatedtotheregionalpark’smorepassiverecreationalcomponents.Staff hasalsoconsultedwiththeAthleticUseSub-Committeeontheproposedreconfiguration, discussingplandesignandfieldphasing. Afterworkingthroughthesediscussionsandprojectconsiderations,staff’sanalysis indicatesthatalthoughoverthelong-term,theCitymayrecognizealossinpotentialland saleandlandleaserevenue,thebenefitsofthereconfigurationwillaccomplish: Abetteroverallplanforboththeathleticcomplexandpassiveregionalpark,with additionalbufferingandtransitionenhancements. Opportunityformoreefficientandtimelyphasingofathleticfields. Abilitytoreducelocalmatchfundingingrantapplicationsubmittals Theconceptualreconfigurationplanandpreliminaryanalysisfortheathleticcomplex wasbroughtforwardtotheBertramChainofLakesAdvisoryCouncilandtotheAthletic UseSub-Committeeforreview.TheBertramChainofLakesAdvisoryCouncilandthe AthleticUseSub-CommitteehavebothrecommendedtotheCouncilthereconfiguration oftheBertramChainofLakesRegionalParkAthleticComplex,basedontheoverall benefitsnotedabove. IfCouncilelectstoapprovetheuseofaportionofthebio-solidssitefortheAthletic Complex,thenextstepwillbetorefineandfinalizearevisedconceptplan,whichwill CityCouncilAgenda:04/14/14 2 needtobeconsideredasanamendmenttotheComprehensivePlan,ParksandPathway Chapter. A1.BudgetImpact:ThereisnoimmediateimpacttotheCitybudget.Financial implicationsoftheuseofthebio-solidspropertyfortheathleticcomplexare describedinmoredetailedintheanalysisdocument. A2.StaffImpact:Notapplicable. B.ALTERNATIVEACTIONS: 1.Motiontoapprovetheuseofaportionoftheformerbio-solidspropertyforBertram ChainofLakesAthleticComplexasdescribedintheAthleticComplex ReconfigurationAnalysis. 2.Motionofother. C.STAFFRECOMMENDATION: AtthetimetheoriginalplanningfortheBertramChainofLakesRegionalParkwas completed,theabilitytoutilizethebio-solidsparcelwasnotcontemplated.Withthis propertynowavailablefordevelopmentpurposes,thereisanopportunitytoconsiderits potentialforpublicuse.Considerationofthebio-solidsacreageallowstheCitytoview theathleticcomplexfromabroaderperspective,affordingtheCouncilwiththe opportunitytocreatethebestlongtermplanfortheathleticcomplexandtheoverall regionalparkfacility. D.SUPPORTINGDATA: A.AthleticComplexReconfigurationAnalysis B.OriginalParcelAcquisitionMap C.CurrentBertramChainofLakesRegionalParkConceptPlan 1 BERTRAMCHAINOFLAKESREGIONALPARK AthleticComplexReconfigurationAnalysis April14th,2014 ______________________________________________________________________________ Introduction TheconsiderationforpotentialreconfigurationoftheBertramChainofLakesAthleticComplex beganasadiscussionresultingfromtheCityofMonticello’simprovementstoitswastewater facility,whichoccurredin2013. Thewastewaterimprovementsshiftedfromaprocessoflandapplicationofbio-solidwaste materialstoapressoperationonthesiteofthewastewatertreatmentfacility.Thischangein processenabledtheCitytobegintothinklong-termaboutthefutureuseofpropertypreviously ownedandusedforbio-solidwasteapplication.Theproperty,locatedalongCSAH39in MonticelloTownshipis157acres.Thebio-solidslandwasacquiredbycontractfordeed,ending December31st,1996forthesumof$525,000.00($3,344/acre). Alongthesouthernborderoftheformerbio-solidsproperty,theCityofMonticelloandWright Countyhavepartneredtoacquire1,200acresofpropertyforthecreationoftheBertramChain ofLakesRegionalPark.ThenorthwesternportionoftheBertramChainofLakesRegionalPark hasbeenplannedasanactiveathleticrecreationalarea,knownastheBertramChainofLakes RegionalAthleticComplex.Theathleticcomplexabutsthebio-solidspropertytothesouth. Withregardstohowthelong-termplanningfortheBertramChainofLakesRegionalPark AthleticComplexdeveloped,conceptualparkplanningwascompletedthroughboththeCity’s ComprehensivePlanandthroughthelargerBCOLconceptualparkplanningeffort. Aspartofthe2008updateoftheMonticelloComprehensivePlan,publicinputonthe Parks componentoftheplanrevealedashortageofyouthathleticfieldspaceinthecommunity. Combiningtheneedformorefieldspacewiththeneedforefficientoperationsyieldeda recommendationfortheconsolidationofparksintolarger,regionalathleticfacilities.The2008 ComprehensivePlanthereforerecognizedBertramasaprimaryopportunitytocreateanew centralizedathleticfacility,whichwouldmeetthegoalofimprovingefficienciesthrough consolidationathleticfieldfacilitieswhileprovidingneededfieldspacefororganizedathletics forthearea. ParalleltotheCity’sComprehensivePlanningprocess,theBertramChainofLakesAdvisory CouncilwasbeginningtolayouttheconceptplanfortheBertramChainofLakesPark.In2009, aspartoftheplanningprocess,anAthleticComplexsubcommitteewasformedoutofthe 2 AdvisoryCounciltocompleteadetailedneedsassessment.Thegroupinventoriedexistingfield space,analyzedusedata,andcollectedinformationrelatedtofieldschedulingandcondition. Thesubcommitteetalkedwiththeschooldistrict,communityeducationproviders,athletic coaches,athleticorganizationmembers,players,andrecreationdirectors.Thegroupdetermined thatthelargerMonticelloareawasexperiencingashortageofactiveplayfieldsforyouth athletics.Inaddition,theheightenedlevelofactivityonthefieldsandthevaryingtypesofplay (lacrosseversussoccer,forinstance)wascreatinguseconflictsonthefields.Thisinformation ledtoapreliminaryathleticcomplexconceptplanthatcouldaddresstheseidentifiedneeds, particularlyforyouthplay.Insum,inrecentyears,thepopulationhasgrowngreatlybutduring thattimedevelopmentofathleticfieldspacedidnotfollowatthesamepace,consequently,a shortageresulted.Theplandeveloped,includingthenumberoffields,isintendedtoserve demandscreatedthispopulationgrowthandalsoplacestheCityinpositiontosatisfydemand resultingfromfuturegrowth. 3 WhilethecurrentconceptplanascreatedandapprovedfortheBertramChainofLakesRegional AthleticComplexwillmeettheneedsaspresentedintheComprehensivePlanandidentifiedby theAthleticComplexsub-committee,theabilitytoconsideraportionofthebio-solidsproperty fortheoverallpositivebenefitoftheparkwasimportanttoexplorepriortofinalizinggrant applicationandusagefortheregionalpark.Therefore,inearly2014,Citystaffrequestedthe CityCouncilauthorizeananalysisofauseofaportionofthebio-solidsareafortheregional athleticcomplex.Thefollowingisasummaryofthatanalysis. A.ExistingSiteUse–Bio-solidsFacility Theentirebio-solidspropertyconsistsofasingleparcel.ThepropertyislocatedinMonticello TownshipandiswithintheCity’sorderlyannexationarea.However,thesiteisnotcurrently contiguoustotheCityandisnotservedbymunicipalutilities.WrightCounty’sComprehensive Planhasidentifiedthisareaas“PublicLands”,consistentwithitspastpublicuseforbio-solids application. TheCity’spastuseofthepropertywasfortheapplicationofbio-solids.Withrecentupgradesto theCity’swastewatertreatmentplant,theCitywillnolongerutilizethepropertyforapplication ofbio-solids.Thelastapplicationofbio-solidmaterialswasinOctober,2013.Underpermitting andregulationsforbio-solidsapplication,thefull157acreswillbeeligiblefordevelopmentin October2014. Thesouthernstripofbio-solidslandproposedfordevelopmentoftheBertramChainofLakes RegionalParkAthleticComplexisdirectlyadjacenttothedevelopingBertramChainofLakes RegionalParkandisboundedonthewestbyBriarwoodAvenue. B.FutureLandUse–Bio-solidsProperty TheCityofMonticelloComprehensivePlanidentifiesthebio-solidsparcelas“UrbanReserve”, whichindicatesthatatthetimeoftheplan’sadoption,developmentofthisareawasnot anticipatedwithinthelifeoftheComprehensivePlan,whichis20years,ortheyear2028.Ifthe CityCouncilshoulddirectreconfigurationofthecomplexasproposed,aComprehensivePlan amendmentre-guidingthelandfrom“UrbanReserve”to“PlacestoRecreate”wouldbe required.ComprehensivePlanamendmentsrequireasuper-majorityvote. AsthisparcelislocatedwithintheMOAA,landuseactionsrelatedtodevelopmentareregulated throughtheMOAAAgreementandMOAABoard.TheMOAAhasadoptedtheWrightCounty ZoningOrdinance,andassuch,staffhasconfirmedwithWrightCountythepubliclyownedand operateduseofthispropertyforrecreationalpurposeswouldbepermittedundertheapplicable zoningordinance. 4 C.ProposedReconfigurationArea AconceptualreconfigurationplanhasbeendevelopedbasedonfeedbackfromCityandCounty staffandtheAthleticUseSub-committee.Thatplanutilizesastripoflandalongthesouthern portionofthebio-solidsproperty.Theareaofthebio-solidspropertyimpactedisapproximately 425’indepth(toaccommodateregulationplaylengthofsoccerfieldsat120yards).Thefull southernboundarylineofthebio-solidscomplexisapproximately2635’.Theshiftwouldresult intheproposeduseofapproximately26acresofthebio-solidsproperty.Thebio-solidsproperty is157.24acresintotal. Thisshifttothebio-solidswouldresultinlesslandwithintheBCOLparkusedforathletic fields.InternaltoBertramPark,approximately11.5acresofpropertywouldbeconvertedfrom activefieldspace(athleticcomplexarea)tonatural-resourcebasedprograms,whichmayinclude anexpansionoftheplannedcampgroundfacility. Theproposedreconfigurationwouldremoveplannedathleticcomplexfieldspacefromathird parcelwithinthecurrentBertramChainofLakesRegionalParkboundary.Theathleticcomplex withintheparkboundarywouldexistinsteadononlytwoparcels–knownasParcels1and2. Theoverallathleticcomplexplanwouldreconfigurefieldspacewithinjustthosetwoparcels, shiftingthebalanceoftheplayspacetothebio-solidsproperty.Thereconfigurationwould eliminatefieldareaonParcel4.(Seeattachedmapatendofanalysisforparcelmaps.)Thetotal numberofsoccerfieldswouldremainthesameat10fields.Thesoccerfieldswouldbeshifted toaccommodatemoreimmediatephasingandadditionalbufferingbetweenactiveandpassive uses.Thetotalnumberofsoftball/baseballfieldswouldincreasebytwo,possiblyoneifthe southeasternmostfieldwithintheparkweretobere-programmedforadifferentuse.The additionaltwofields(minimumimprovements)havebeenproposedforthebio-solidsproperty. 5 PotentialReconfigurationPlanImpactAreas Bio-solids property: potential areaofuse, 26AC BCOLPark Area: potentialarea forconversion fromathletic usetonatural resourceuse; approx.11.5 AC 6 CurrentBertramChainofLakesAthleticComplexPlan 7 ReconfiguredBertramChainofLakesAthleticComplexPlan 8 D.ReconfigurationPlanDesignAnalysis Inreviewingtheproposedreconfiguration,thisplandesignchangehasnumerouspositive impactstothedesignoftheathleticcomplex,aswellastheoverallregionalpark.Thefollowing areimprovementstotheoverallplandesignaccomplishedbytheproposedreconfiguration. Reconfigurationprovidesforadditionalbufferingbetweentheactiveandpassiveusesat theregionalpark.Asshowninthemapsprovided,thecurrentconceptplanforthepark hastheeasternedgeoftheathleticcomplexdirectlyadjacenttothemoderncampsite facility.Theshiftofthisareaofathleticactivitytothebio-solidspropertywill accommodateadditionalplantingsandnaturalbufferingbetweentheathleticand campingusesduetoincreasedspacingbetweenfields. Proposalplacesmoreintenseuses,includingawardpavilionandchampionshipfields furtherawayfromthemorenaturalareasofthepark.Thiswilllessenpossiblenoise, light,andfieldplayintrusionsintoparkareas. PlancreatesimprovedaccesspointstoathleticfacilityfromBriarwoodAvenue,with bettervehicularcirculationthroughtheathleticcomplexandbetweenparkingareas. Planincludesimprovedpedestriancirculationthroughouttheplayfieldareadueto increasedspacingbetweenplayfields.Thisdesignisalsobeneficialforplayersand spectators. Reconfigurationisintendedtoprovideimproveddrainageefficiency,allowingfor additionalspacingbetweenfields(46’-50’)totakeadvantageofthesandysoilsinthe area,allowingforadditionalinfiltrationandlessrequiredponding.Thisalsoresultsin potentialforlesssitegrading. Widerspacingbetweenfieldsalsoofferstheopportunityforpreservationofexisting vegetationandtheadditionofshadetreeplantingsbetweenfields.Thepresenceofshade treesisanimportantamenityforspectatorsthatcanbebetteraccommodatedunderthe amendedplan. Planresultsinareductionoflargeparkingareas,makingparkingareasmoreaccessible tofieldsofplay. PlancreatestheopportunitytorealigntheCounty’scampgroundaccessroadtobetter servecampingfacilities.Thiswillresultinbettertieringandorientationofcamp facilities. Proposeddesignretainstheimportanttransitionsinuseintensityfromnorthtosouth. Theplanwouldenhancethegradualshiftbetweenathleticuses,therecreationalusesof theCountycampgroundandYMCAcamp,andthenpassiveusesthroughoutbalanceof park. Createsexpansionopportunitiesforbothactiveathleticplay(practice)andcampground byCity/Countyineasternbufferarea,formerlyplayfields.Theremaining12acresof propertywithintheparkboundaryresultingfromtheshiftcanbeusedtoexpandthe 9 County’scampingfacility,orprovideadditionalopenspaceforathleticpracticeinthe interim. E.RelatedRecommendations OnFebruary7th,2014,theproposedreconfigurationplanwaspresentedtotheBCOLAdvisory Council.TheAdvisoryCouncilrecommendedapprovalofthereconfigurationplan,contingenton areviewandrecommendationfromtheAthleticComplexSubcommittee. Aftersuchreview,whicheliminatedanotchinthebio-solidsareaforathleticfieldplanning,the consensusoftheAthleticFieldSubcommitteewastopresentthemodifiedathleticcomplexplan totheCityCouncilwiththeadditionoftwobaseballfieldstotheoverallmasterplan,utilizing approximately26acresoftheCityownedfarmlandtothenorthoftheoriginalcomplexdesignto includetwobaseballfieldsandfivesoccerfieldsasthefirstphaseoftheplan. F.RegionalParkMission ThemissionofWrightCountyandtheCityofMonticelloistoacquire,develop,operate,and maintaintheBertramChainofLakesasaregionalparkandrecreationareawhichenrichesthe qualityoflifeforourresidentsandvisitorsalike,andpreservesanaturalresourceforfuture generations. Analysisofthereconfigurationproposalpointstosignificantimprovementsinthetransitionand interactionbetweentheactiveandpassiveusesoftheregionalpark,whichwillservetoimprove theoverallrecreationalqualityoftheparkforresidentsandvisitors. G.AthleticComplexPhasing Perhapsoneofthemostimportantfactorssupportingthereconfigurationistheabilitytomore quicklydevelopneededplayfieldsforallplannedactivities–soccer,baseball,softball,and lacrosse.ThereconfigurationmovestheactiveplayfieldswesttowardBriarwoodandincludes bothyouthbaseballandsoccerfielddevelopment,ratherthanorientingallsoccerfieldstoward theeastendofthecomplex.Withthisdesign,theCityisabletocompletebothsoccerand baseball/softballfieldsaspartoffirstphaseofdevelopment,withoutthelongerextensionsof accessroads,pathwaysandparkingareasasproposedundertheoriginalplan.Theplanallowsa moregradualphasingwhichcanbebasedoncurrentneedandcapitalbudgeting. Inregardtoimmediatephasing,ithasbeenpreviouslynotedinpastreportstotheCityCouncil thatthenumberandsizeoftheproposedathleticcomplexisbasedonexistingandfutureneed. Somequickfactsnotedina2011BertramParkFAQdocument: 10 Atthecurrenttime,theSchoolDistricthas4soccerfields,4baseballfields,and6 softballfields,whileCityfacilitiesinclude8softballfields,1baseballand2soccer fields. TheMonticelloSchoolDistrictcurrentlyserves26youthteamsforsoftball,baseballand soccer.CommunityEducationruns9summeryouthathleticprogramsforthesame sports. TheCityofMonticellocurrentlyserves21adultsoftballteams.Theyouthbaseball organizationserves30teams. Baseballandsoftballteamsalone,withoutothersummerathleticorganizationprograms, representover1100people,including700youth.Theseteamsarecompetingforspace on14softballfieldsand5baseballfields. TheMonticelloRiverEaglessoccerassociationserves19competitiveteams,plus recreationalanddevelopmentalprograms.Theseteams,alongwithDistrictand CommunityEdprogramsarecompetingfor6soccerfields. H.RevenueOpportunities IthasbeennotedattheBertramChainofLakesAdvisoryCouncillevelthatopportunitiesto partnerwithsurroundingcommunitiesfortheuseofthesefieldsshouldbeexplored,as preliminaryinteresthasalreadybeenexpressedbycommunitiesincludingBuffalo. Fromtheathleticcomplex’sinception,theintentionwastocreatetheopportunitytogenerate revenuebyhostinglargerathletictournaments.Theabilitytomorequicklyphaseinaninitialset offieldswillinturncreatethechancetomoreimmediatelyleasethefieldstoclubsand organizations,andtohostlocaltournaments.Thisinfusionofrevenuemaybeabletosupport maintenance,aswellascontinuedexpansionandcapitalimprovements. Cityparkstaffhasincludedsamplesoffieldrentalratestructuresbelowforreferenceon potentialrevenuegeneratedbytheproposedathleticfields. Citywide Athletic Field Resident Rate Non-Resident Rate SoccerEast&West(ArtificialTurf)$75/hour $90/hour SoccerPractice(ArtificialTurf)$60/hour $75/hour Softball $30/hour $45/hour BaseballField $100/game $115/game Soccer(NaturalGrass)$60/hour $75/hour BaseballField $100/game $115/game BaseballStadium $100/game $115/game Softball $40/hour $55/hour (ArtificialTurf)$40/hour $55/hour 11 OutdoorSoccerRental $75/hrforonestandardfield(StadiumandfieldU2notincluded) $150/gameforonestandardfield(StadiumandfieldU2notincluded) Specialpricingavailableformulti-week/hrrentals $410tournamentdayrate Additionalcosts:liningifdifferentthen11v11soccerfield,extraportablerestrooms, bleachers,lights,PAsystem ItshouldbenotedthatduetograntfundutilizationforpurchaseoftheBCOLland,preference forresidentialreservationscannotbegiven.Staffconfirmedwiththegrantingagencythattiered ratestructuresforresident/non-residentareallowed,asareorganizationrates.Also,therevenue potentialisvirtuallythesameundertheoriginalplanandtheamendedplan.However,underthe amendedplan,duetothedesignmodificationsandassociatedadditionalelbowroom,therewill belessimpactonthebalanceoftheparkresultingfrompotentialhighvolumeuseofthefields byteamsthroughouttheregion. I.PotentialCostsAssociatedwithAthleticComplexReconfiguration LandValue:Theproposedshiftwillresultinthelossofapproximately26acresofpropertyfor futurepotentialsale.Thecurrentvalueoftheland,basedonCountytaxablemarketvalue,is $6,018/acre.Theproposedreconfigurationwouldthereforeresultinanimpactof$156,468if soldattoday’svalue. LeaseRevenue:Thereconfigurationoftheathleticcomplexasproposedwillresultinthelossof futureagriculturallandrent/leaserevenueeachyear.Atpresent,theCityhasathreeyear contracttoleasethelandat$225/acre.Theuseof26acresofpropertywouldthereforeresultin leaserevenuelossof$5,850/yearbasedonvaluesetincurrentlease,whichrunsthrough2016. However,thefundingeffortsrelatedtoBertramarefocusedonfullacquisitionofthe1,200acres ofpropertyatBertram.Itishopedthatacquisitionwillbecompletedin2016.Atthattime,the Citycanbegincapitalplanningforimprovements.Therefore,noimpacttorevenueforoverthe termofthecurrentleaseisexpected. IrrigationChanges:Thebio-solidspropertyiscurrentlyservedbyacenter-pivotirrigation system.Regardlessoftheuseofthebio-solidsproperty,theparcel’sirrigationsystemwillneed tobeadjustedatthetimetheCitydevelopsfieldsatBertram.Thisisduetothefactthatthe currentpatternirrigatesasmallportionofParcels1and2oftheBertramLakesproperty.Then, toutilize425’indepthacrossthesouthernboundaryofthebio-solidsparcel,theCitywould needtoadjustthecurrentpatternofirrigation.Atthetimeofthisreport,theWaterandSewer Superintendentwasgatheringinformationonoptionstoreconfigureirrigationforeitherplan, includingcost. 12 J.GrantImpacts AsnotedinthepreviousCouncilreportonthisitem,theCityandCountywillhavethe opportunitytosaveapproximately$75,000eachinlocalmatchgrantfundingbyreconfiguringa partofthecomplexfromwithinthecurrentparkboundarytothebio-solidssite.Lessproperty wouldbeacquiredundergrantprogramswhichrequirehighermatchingdollaramounts. Undertheproposedshift,theCityandCountywouldstillbeacquiringalllandasoriginally proposed,andfortheagreeduponpurchasepriceof$20.5milliondollars.However,iftheCity andCountyweretoadjusttheparkplanfortheshiftdescribed,theCitywouldbeabletoreduce theremaininglandacquisitiongrantrequestundertheDNROutdoorRecreationProgramfrom approximately62acres(portionofparcel1,parcel2andaportionofparcel4)toapproximately 51acres.TheCityandCountywouldtheninsteadacquirethe11.5acresofparcel4underthe Legacygrantprogram. TheOutdoorRecreationProgramrequiresa50%matchfromlocalagencies.Iftheshiftwereto bemade,the11.5acresoneastsideoftheparkwouldbere-programmedfornaturalresource- basedactivities,andwouldthenbeeligibleforacquisitionunderLegacygrants,whichhavebeen appliedforundera10%localmatchformula. Tofollowisasummaryofthepotentialcostssavingsassociatedwiththisconcept: Acquisitionof11.5ACofParcel4underOutdoorRecreationGrantProgram 50%State/50%Localmatchgrant $32,500/acrex11.5AC=$373,750 CosttoCity/County=$186,875(Cityshareonly:$93,438) Acquisitionof11.5ACofParcelof4underLegacyGrant–Shiftof11.6ACofathletic parktosouthernportionofbiosolidssite 90%State/10%Localmatchgrant $32,500/acrex11.5AC=$373,750 CosttoCity/County=$37,375City/County(Cityshareonly:$18,688) CostsavingstoCityingrantmatchfundsundershiftconcept: $93,438(CityshareofOutdoorRecGrantfor11.5ACasintended) -18,688(CityshareofLegacyGrantusefor11.5ACinstead) $74,750 13 AsimilarsavingstoWrightCountywouldalsoapplyunderthescenario.Itshouldbenotedthat theabovecalculationisbasedongrantsawardedbasedonmaximumpercentageofStatematch. Foranygrant,theStatecouldawardatalowerpercentage. DuringtheFebruaryBertramChainofLakesAdvisoryCouncilmeeting,theideawasbroached offuturediscussionswiththeCountyonacost-sharerelatedtolossalandvalueresultingfrom thereconfiguration. K.Decommissioning/ConsolidationOpportunity Noadditionaloutdoorsoccerorballfieldsarerequiredfortheperiodencompassedbythe planningfortheBCOLAthleticComplex.Opportunitiestodecommissionfieldsand/ormake betteruseofexistingresourcesneedtobeinvestigatedfurther.ItisanticipatedthattheXcel fieldswouldbeslatedforreplacementbythenewfieldsasdoingsowouldaccomplishthegoal ofcentralizingactiverecreationalfields. 5A 5 3 6 7 4 9 8 1 2 12 10 11 Wright County Parks Created by: Wright County GIS, Office of the County Surveyor May, 2008 08001,600400 Feet Parcel #Land AcresWater AcresTotal Acres% of Value 140.17040.175.90% 239.89039.896.00% 3203.032.33205.3610.90% 4132.7523.96156.7119.60% 5203.9577.61281.5612.41% 5A104.3339.7144.0312.99% 6174.640174.645.30% 7121.0948.23169.3211.10% 834.27.9542.1510.20% 99.5746.2755.840.20% 109.8132.3742.180.90% 110.3400.340.00% 1241.870.3342.24.50% Bertram Chain of Lakes The YMCA of Metropolitan Minneapolis 1250.37 Acres = 12 Parcels 2008 Acquisition 2008 Acquisition YMCA Owned CityCouncilAgenda:04/14/14 1 7C.ConsiderationofauthorizingnegotiationoftermsofsaleofCity-ownedpropertyat OtterCreekBusinessParktoXcelEnergy (JO/AS) A.REFERENCEANDBACKGROUND: TheCityCouncilisaskedtoconsiderauthorizingstaffandtheCouncil/EDALandSaleand AcquisitionsTeamtonegotiatewithXcelenergyontermssupportingthepotentialsaleofa propertyatOtterCreekBusinessPark. XcelEnergyhasamajortransmissionlinerunningalongthewesternboundaryoftheCity- ownedOtterCreekIndustrialPark.Xcelseekstodevelopasubstationalongthistransmission lineonthesouthsideofInterstateI-94. Xcelhasindicatedthatthiswouldbeanewpowersourceforthecommunity,inadditionto twosubstationsalreadyservingMonticello(onesubstationatLinnStreetandonesubstation northofBuffalo).AlocationwithinOtterCreekBusinessParkismostidealrelativeto distributionlinesfromthesite,theareatobeservedcurrentlyandintothefuture,andfor practicalpurposessuchasaccessandeasementavailability. StaffisseekingauthorizationtobeginworkingwithXceltodeterminewhetherasitewithin theparkisfeasibleforXcel’sproposeduse.StaffwillneedtoworkwiththeXcelteamon easements,covenants,platting,ordinancerequirementsandenvironmentalreview. TheEDA/CouncilLandSale&AcquisitionTeamreviewedthisitemonApril9th,2014 andrecommendedbringingthisrequestfortotheCityCouncilforconsideration.The groupevaluatedthesituationanddeterminedthattheconceptmeritedconsiderationby theCityCouncil.TheCityofMonticelloownstheprospectiveproperty. Aspartofthefeasibilityanalysis,ownersofOtterCreekpropertythatarepartytothe restrictivecovenantswillbecontactedfortheirinput. A1.BudgetImpact:Notapplicableatthistime. A2.StaffImpact:Aconsiderableamountofstafftimecouldbeinvolvedinthis preliminaryphaseofnegotiationsandfeasibility.Staffwilltracktimeonthis projectandCouncilcanconsiderincorporatingcostrecoveryaspartof acquisitioncosts. B.ALTERNATIVEACTIONS 1.Motiontoauthorizenegotiationsteamtoconductpreliminarynegotiationsand reviewoffeasibilityofpotentialsaleofpropertyatOtterCreekBusinessParkto XcelEnergyfordevelopmentofanelectricsubstation. 2.Motionofother. CityCouncilAgenda:04/14/14 2 C.STAFFRECOMMENDATION StaffsupportsAlternative1. D.SUPPORTINGDATA OtterCreekBusinessPark,AreaofInterest