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Agenda and PacketAGENDA CHANHASSEN CITY COUNCIL MONDAY, JANUARY 27, 2020 CHANHASSEN CITY HALL, 7700 MARKET BOULEVARD A.5:00 P.M. WORK SESSION Note: Work sessions are open to the public.If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. 1.Arboretum Area Transportation Plan Update 2.Finalize 2020 Key Financial Strategies 3.Discuss Potential Amendment to Paisley Park Planned Unit Development (PUD) B.7:00 P.M. CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS 1.Invitation to February Festival D.CONSENT AGENDA All items listed under the Consent Agenda are considered to be routine by the city council and will be considered as one motion. There will be no separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and considered separately. City council action is based on the staff recommendation for each item. Refer to the council packet for each staff report. 1.Approve City Council Minutes dated January 13, 2020 2.Receive Senior Commission Minutes dated December 20, 2019 3.Receive Economic Development Commission Minutes dated December 11, 2019 4.Receive Park & Recreation Commission Minutes dated December 10, 2019 5.Receive Planning Commission Minutes dated December 3, 2019 6.Receive Senior Commission Minutes dated November 15, 2019 7.Receive Environmental Commission Minutes dated November 13, 2019 8.Approve Final Plat, Development Contract and Plans and Specifications for The Park 2nd Addition AGENDACHANHASSEN CITY COUNCILMONDAY, JANUARY 27, 2020CHANHASSEN CITY HALL, 7700 MARKET BOULEVARDA.5:00 P.M. WORK SESSIONNote: Work sessions are open to the public.If the City Council does not complete the worksession items in the time allotted, the remaining items will be considered after the regularagenda.1.Arboretum Area Transportation Plan Update2.Finalize 2020 Key Financial Strategies3.Discuss Potential Amendment to Paisley Park Planned Unit Development (PUD)B.7:00 P.M. CALL TO ORDER (Pledge of Allegiance)C.PUBLIC ANNOUNCEMENTS1.Invitation to February FestivalD.CONSENT AGENDAAll items listed under the Consent Agenda are considered to be routine by the city council andwill be considered as one motion. There will be no separate discussion of these items. Ifdiscussion is desired, that item will be removed from the Consent Agenda and consideredseparately. City council action is based on the staff recommendation for each item. Refer to thecouncil packet for each staff report.1.Approve City Council Minutes dated January 13, 20202.Receive Senior Commission Minutes dated December 20, 20193.Receive Economic Development Commission Minutes dated December 11, 20194.Receive Park & Recreation Commission Minutes dated December 10, 20195.Receive Planning Commission Minutes dated December 3, 20196.Receive Senior Commission Minutes dated November 15, 20197.Receive Environmental Commission Minutes dated November 13, 2019 8.Approve Final Plat, Development Contract and Plans and Specifications for The Park 2nd Addition 9.Resolution 2020XX: Approve Ratifying Changes to Chanhassen Fire Relief Association Bylaws 10.Approve Extension of Agreement to Allow an Auto Repair Garage on Property Zoned Planned Unit Development (PUD), 7900 Kerber Boulevard, Douglas Hansen 11.Purchase of Two (2) 2019 CIP Vehicles 12.Resolution 2020XX: Appoint Election Judges for State Presidential Primary Election and Approve Rates of Pay E.VISITOR PRESENTATIONS Visitor Presentations requesting a response or action from the City Council must complete and submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda) 1.Chief's Award of Merit for Life Saving Efforts at a Residential Fire Located at the Brookside Motel on December 22, 2019 F.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE 1.Monthly Fire Department Update 2.Law Enforcement Update G.NEW BUSINESS 1.Resolution 2020XX: Award construction contract for CSAH 101 Improvements 2.Resolution 2020XX: Award of Bids for Powers Boulevard/Lake Lucy Road Pedestrian Improvement Project 3.Resolution 2020XX: Award of Bids for Pothole Patching in 2020 H.COUNCIL PRESENTATIONS I.ADMINISTRATIVE PRESENTATIONS J.CORRESPONDENCE DISCUSSION 1.Review of Claims Paid 01272020 K.ADJOURNMENT L.GUIDELINES GUIDELINES FOR VISITOR PRESENTATIONS Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen City Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided at every regular City Council meeting during Visitor Presentations. Anyone seeking a response or action from the City Council following their presentation is required to complete and submit a Citizen Action Request Form. An online form is available at https://www.ci.chanhassen.mn.us/action or paper forms are available in the city council chambers prior to the meeting. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. AGENDACHANHASSEN CITY COUNCILMONDAY, JANUARY 27, 2020CHANHASSEN CITY HALL, 7700 MARKET BOULEVARDA.5:00 P.M. WORK SESSIONNote: Work sessions are open to the public.If the City Council does not complete the worksession items in the time allotted, the remaining items will be considered after the regularagenda.1.Arboretum Area Transportation Plan Update2.Finalize 2020 Key Financial Strategies3.Discuss Potential Amendment to Paisley Park Planned Unit Development (PUD)B.7:00 P.M. CALL TO ORDER (Pledge of Allegiance)C.PUBLIC ANNOUNCEMENTS1.Invitation to February FestivalD.CONSENT AGENDAAll items listed under the Consent Agenda are considered to be routine by the city council andwill be considered as one motion. There will be no separate discussion of these items. Ifdiscussion is desired, that item will be removed from the Consent Agenda and consideredseparately. City council action is based on the staff recommendation for each item. Refer to thecouncil packet for each staff report.1.Approve City Council Minutes dated January 13, 20202.Receive Senior Commission Minutes dated December 20, 20193.Receive Economic Development Commission Minutes dated December 11, 20194.Receive Park & Recreation Commission Minutes dated December 10, 20195.Receive Planning Commission Minutes dated December 3, 20196.Receive Senior Commission Minutes dated November 15, 20197.Receive Environmental Commission Minutes dated November 13, 20198.Approve Final Plat, Development Contract and Plans and Specifications for The Park2nd Addition9.Resolution 2020XX: Approve Ratifying Changes to Chanhassen Fire ReliefAssociation Bylaws10.Approve Extension of Agreement to Allow an Auto Repair Garage on Property ZonedPlanned Unit Development (PUD), 7900 Kerber Boulevard, Douglas Hansen11.Purchase of Two (2) 2019 CIP Vehicles12.Resolution 2020XX: Appoint Election Judges for State Presidential Primary Electionand Approve Rates of PayE.VISITOR PRESENTATIONSVisitor Presentations requesting a response or action from the City Council must complete andsubmit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda)1.Chief's Award of Merit for Life Saving Efforts at a Residential Fire Located at theBrookside Motel on December 22, 2019F.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE1.Monthly Fire Department Update2.Law Enforcement UpdateG.NEW BUSINESS1.Resolution 2020XX: Award construction contract for CSAH 101 Improvements2.Resolution 2020XX: Award of Bids for Powers Boulevard/Lake Lucy RoadPedestrian Improvement Project3.Resolution 2020XX: Award of Bids for Pothole Patching in 2020H.COUNCIL PRESENTATIONSI.ADMINISTRATIVE PRESENTATIONSJ.CORRESPONDENCE DISCUSSION1.Review of Claims Paid 01272020K.ADJOURNMENTL.GUIDELINES GUIDELINES FOR VISITOR PRESENTATIONSWelcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen CityCouncil wishes to provide an opportunity for the public to address the City Council. That opportunity is providedat every regular City Council meeting during Visitor Presentations.Anyone seeking a response or action from the City Council following their presentation is required tocomplete and submit a Citizen Action Request Form. An online form is available athttps://www.ci.chanhassen.mn.us/action or paper forms are available in the city council chambers prior tothe meeting.Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. Whencalled upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Tequila Butcher, 590 West 79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Arboretum Area Transportation Plan Update Section 5:00 P.M. WORK SESSION Item No: A.1. Prepared By George Bender, PE, Assistant City Engineer File No: SUMMARY Angie Bersaw from Bolton & Menk, Inc. will present information about the Arboretum Area Transportation Plan. The study is in the concept evaluation phase and public engagement is ongoing. Improvement concepts have been presented to the public for Highway 5 East (from Rolling Acres Road to Highway 41) and 82nd Street with concepts for Highway 5 West, including Downtown Victoria, and Rolling Acres Road to be available in spring 2020. The focus of the council presentation will be the concepts and feedback received for: Highway 5 expansion to 4 lanes between Rolling Acres Road and Highway 41 Highway 5/Minnewashta Parkway intersection options Highway 5/Crimson Bay Road intersection options Highway 5/Highway 41 intersection options Staff from Carver County and MnDOT will be in attendance to answer any questions. In addition, a Minnesota Landscape Arboretum representative is anticipated to attend to review plans for a future trail and the relocation of the Arboretum’s main entrance to Minnewashta Parkway. CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Finalize 2020 Key Financial Strategies Section 5:00 P.M. WORK SESSION Item No: A.2. Prepared By Jake Foster, Assistant City Manager File No: ADM076 DISCUSSION City Council and staff met on January 4, 2020 to discuss setting 2020 Key Financial Strategies (KFS). On January 13, 2019 City Council finalized the potential goal list for prioritization. Since then, each Council Member has prioritized all of the goals on a scale of one (1) to four (4), with a one (1) being the highest priority ranking. The average rankings are found in the last column. City Council should discuss the rankings and determine the final 2020 Key Financial Strategies, which will be voted on at the February 10, 2020 meeting. The final list will become the 2020 work plan for city staff. ATTACHMENTS: 2020 KFS List for Prioritization Department Goal Action Ryan Campion Coleman McDonald Tjornhom Average Community Development/Fire Business licensing white paper Evaluate means to ensure compliance with City codes related to building and fire safety for businesses. Develop white paper for licsensing policy. Engineering Review proposed street improvements in the 5-year CIP The proposed street improvement projects could be reprioritized to address the needs of individual streets versus improving the overall average pavement condition score of city streets. Engineering Storm and retention pond review Information from the City’s Storm Water Asset Management Program (SWAMP) will be presented to provide an overview of the current condition of the ponds within the city. Upcoming improvement plans, a proposed schedule for action and restoration, and funding sources will also be presented. Department Goal Action Ryan Campion Coleman McDonald Tjornhom Average Parks Various parks-related goals Build two covered/refrigerated outdoor hockey rinks at the Chanhassen Recreation Center Build permanent restroom facilities at Lake Ann Park, Bandimere Park and City Center Park Build a community splash pad attraction at Bandimere Park Identify a funding source and timeline for Lake Ann Park Preserve trail expansion Finance Consider implementing business subsidy programs Compare other city business subsidy programs for assistance with fees (e.g. awarding grants to businesses who meet Council-defined criteria). Public Works/Parks Consider reorganization of public works and park maint. division Discuss, and determine whether there is a need to reorganize the public works department and parks maintenance division. Identify needs of impacted departments, if division efficiencies can be created, and implement determined plan for reorganization if deemed necessary. Department Goal Action Ryan Campion Coleman McDonald Tjornhom Average Admin Explore alternatives for high speed internet Identify areas that have access to Jaguar/Carver County, expansion of fiber, and other alternatives/options (e.g. small cell and/or 5G). Community Development - Environmental Resources Review involvement in GreenStep program Identify and address concerns with involvement in GreenStep Cities program (e.g. Q&A session). All Review customer service touchpoints Review all customer service touchpoints in each department to provide more effective communication, and leverage technology where possible. Admin Internal review of employees/survey Solicit feedback from city employees regarding the City of Chanhassen as a workplace. Key: Staff Proposed CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Discuss Potential Amendment to Paisley Park Planned Unit Development (PUD) Section 5:00 P.M. WORK SESSION Item No: A.3. Prepared By MacKenzie YoungWalters, Associate Planner File No: SUMMARY Recently, Paisley Park has come under new management and they have sent an email to the city expressing an interest in expanding the number and nature of events that they host throughout the year. During the first half of 2020, they have expressed interest in hosting the following: 1. Numerous small events, potentially with alcohol service provided by a caterer. 2. Indoor concerts and dances. 3. A threeday Prince memorial open to the public. 4. Outdoor concerts. The Planned Unit Development (PUD) ordinance that governs this property restricts Paisley Park to a maximum of 12 indoor concerts and/or events with alcohol per year and prohibits outdoor concerts. In order to allow for the proposed events, a PUD amendment would be required. Staff has provided an analysis of the proposed event plan below. Staff is requesting direction from City Council in identifying the desired scale and nature of future events at Paisley Park. A full discussion is provided in the attached staff report. ATTACHMENTS: Paisley Park Events Report Email from Paisley Park Paisley Park Outdoor Events Paisley Park PUD as Amended CITY OT CIIANIIASSXI'I Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow MEMORANDUM TO: Todd Gerhardt, City Manager FROM: DATE: Kate Aanenson, Community Development Director Don Johnson, Fire Chief MacKenzie Young-Walters, Associate Planner January 27 ,2020 Paisley Park EventsSUBJ: Recently, Paisley Park has come under new management and they have sent an email to the city expressing an interest in expanding the number and nature of events that they host throughout the year. During the first halfof2020, they have expressed an interest in hosting the following: l. Numerous small events, potentially with alcohol service provided by a caterer. 2. Indoor concerts and dances. 3. A three day Prince memorial open to the public. 4. Outdoor concerts. The Planned Unit Development (PUD) ordinance that govems this property restricts Paisley Park to a maximum of 12 indoor concerts and/or events with alcohol per year and prohibits outdoor concerts. In order to allow for the proposed events, a PUD amendment would be required. Staff has provided an analysis ofthe proposed event plan below. Staff is requesting direction from City Council in identifying the desired scale and nature of future events at Paisley Park. On October 24, 2016, the Chanhassen City Council approved Ordinance 616 that rezoned Paisley Park from Industrial Office Park (IOP) to Planned Unit Development (PUD). Ordinance 616 allowed for the use ofthe site as a museum and recording studio with accessory sales and up to 12 indoor concerts per calendar year. Both alcohol sales and outdoor events were listed as prohibited uses within the PUD. On January 8,2018, the Chanhassen City Council approved Ordinance 630 amending the PUD to allow for alcohol to be sold from January 29,2018 through February 5,2018. PH 952.227.1100. www.ci.chanhassen.mn.us. Fx 952.227.1110 SUMMARY BACKGROUND 77OO MARKET BOULEVARD . PO BOX I47 .CHANHASSEN .MINNESOTA 55317 Todd Gerhardt Paisley Park Events lanuary 27 ,2020 Page 2 On January 14,2019, the Chanhassen City Council approved Ordinance 638 amending the PUD to allow for alcohol sales in conjunction with a temporary event permit. Issue l: Primary Use The PUD allows the property to be primarily used as a museum, recording studio, and office, with a maximum of 12 indoor concerts and/or events with alcohol per year and accessory sales of food, beverages, and memorabilia. The city did not list event center as a permitted use because the building's HVAC system was not designed for A-l occupancy, the occupancy required for an event center. The existing HVAC system does meet all requirements for the A-3 occupancy, the occupancy required for a museum, which the building currently holds. Event permits were identified as a way of granting a "variance" from the typical occupancy limits and are required to ensure use consistent with the building's occupancy classification, the safety of attendees, and that adequate parking and traffic control were accounted for. The existing limits reflect an understanding that the property is primarily a museum with events serving an accessory function. Ifthe intention is to move towards a more event-oriented space, it may be necessary to require that the property's occupancy classification be changed. In order to meet the occupancy requirements for an event center, the HVAC system would need to be upgraded to meet the requirements for A-1 occupancy and it is likely that additional restrooms and possibly even parking would need to be installed. Retrofitting the building to meet the standards required for an event center and adding event center to the PUD's list of permitted uses would remove the need for all of the PUD's restrictions on events, except the prohibition on outdoor events, and would provide Paisley Park with the largest degree of flexibility moving forward. This approach would allow for an unlimited number of indoor events and concerts of varying scales without the need for city event permits. Issue 2: Indoor Events The PUD requires event permits for indoor concerts and limits Paisley Park to hosting 12 of these each year. It also requires an event permit for any event serving alcohol. The event permit requirement for alcohol will be discussed in the subsequent section; the content ofthis section will address indoor events in general. As was mentioned in the previous section, the l2 indoor concert limit w.ls put in place to prevent the building from being used in a manner inconsistent with its approved occupancy. The main goal was to limit the frequency of large events that did not align with the building's occupancy classification and on-site parking capacity. In looking over last year's permits, most were for events with less than 200 people and only four were for events with 500 or more attendees. Between the smaller events and these larger events, DISCUSSION Todd Gerhardt Paisley Park Events January 27 ,2020 Page 3 Paisley Park reached its event cap last year. So far this year Paisley Park has applied for and received two event permits and based on the proposed Q1/Q2 event schedule, staff believes that it will reach its event cap before the end of the year this year. The larger events do exceed the site's parking limits, require traffrc plans, and many require security or closer examination ofhow they have configured the space. For these events, applying the city's event permitting process makes sense and provides a level of review similar to what would be applied to other businesses in the area hosting events of that scale. The same is not necessarily tme for the smaller events held at Paisley Park. Events with 200 or less people can often be accommodated by the on-site parking, do not have the potential to create traffrc impacts, and do not require additional security. Events of this size that could be entirely accommodated within a building without requiring off-site parking would not ordinarily require a city-issued event permit. To date, staff has received no complaints and has not observed any significant issues with events, large or small, at Paisley Park. If the city is interested in allowing a larger number of small events at Paisley Park while maintaining the intent of limiting the number of larger indoor events, it may be appropriate to amend the PUD to exempt events with under 200 attendees from the permit requirement. An unintended consequence ofthis may be an increase in the number of large events, since they will no longer need to draw from the same permit pool as smaller events. If the city feels that allowing an unlimited number of smaller events and up to l2 larger events a year would shift the site's use away from a museum and towards an event center, it may be preferable to maintain the existing limits. Issue 3: Alcohol ql Evenls The PUD was initially established with a prohibition on alcohol sales. The city included this prohibition because at the time there was concem that Paisley Park could be used as a venue for rambunctious parties/concerts and in accordance with the business plan provided to the city as part ofthe initial PUD application. Over the last two years as Paisley Park's business has developed and the city has become more familiar with their operations, this provision has been amended twice. First, by allowing a one-time exemption to permit alcohol sales during Super Bowl week and, second, by removing the prohibition and allowing for alcohol sales in conjunction with an event permit. Since Paisley Park does not have a liquor license, they are required to use a catering service to serve alcoholic beverages. Since the PUD only allows for alcohol service in conjunction with an event permit, there have been several cases where small, sub-200 person events, were required to apply for an event permit solely because they wanted to include alcohol service. To date there have been no complaints or observed safety concems stemming from alcohol sales at Paisley Park. Based on Paisley Park's demonstrated ability to manage these types ofevents, staff does not believe that there is a compelling public safety reason for requiring an event permit for alcohol sales. Ifthe Todd Gerhardt Paisley Park Events Iaruary 27 ,2020 Page 4 sentence requiring that events serving alcohol receive a permit was removed, any event with music would still require a permit under the indoor concert clause, unless that was also amended That being said, requiring events with alcohol sales to receive an event permit does help to limit the number ofevents that take place on site. Ifthe city is concemed about the events aspect of Paisley Park expanding beyond what was originally envisioned for the site, it would be appropriate to maintain the existing language. Issue 4: Outdoor Events The PUD prohibits outdoor events. This prohibition was put in place due to the potential for outdoor events, especially large concerts, to impact adjacent parcels and the general public. In the context ofPaisley Park, the greatest concern is that an outdoor event could serve as a distraction for motorists on Arboretum Boulevard or at the intersection of Arboretum Boulevard and Audubon Road. Distracted drivers could pose a significant safety risk to fellow motorists or pedestrians attempting to cross the street to reach the event or utilize the trail. An additional related concem is that Paisley Park is located along a public trail and sidewalk and it would be difficult to prevent crowds from gathering in these public places to listen in/people watch at these events. Given the heavy traffic present on Arboretum Boulevard, anyhing that distracts motorist or attracts and distracts additional pedestrian traffic to the area could pose a significant public safety risk. Staff has concems regarding the suitability of this location for hosting large outdoor events. If outdoor events are something that the city determines are appropriate for this location, staff would recommend that they be limited to a certain number each year and they be required to go through the city's special event permitting process. This process requires applications be submitted at least 60 days before the proposed events and provides the opportunity for extensive review of an event's proposed scale and potential impact. In situations where staff determines that there are potential safety impacts or negative impacts on adjacent property, this process gives staff the ability to place conditions on the permit mitigating those impacts. 1 . Encourage Paisley Park to retrofit facilities as required for event center occupancy and once that work is complete, remove existing limits on indoor events but retain prohibition on outdoor events. 2. Allow for an unlimited number of smaller indoor events, but maintain existing limits for larger events and prohibition on outdoor events. 3. Encourage Paisley Park to retrofit facilities as required for event center occupancy and once that work is complete, remove existing limits on indoor events and allow outdoor events under a special event permit. 4. Allow for an unlimited number of smaller indoor events, but maintain existing limits for larger events and allow outdoor events under a special event permit. ALTERNATIVES Todd Gerhardt Paisley Park Events Iaruary 27,2020 Page 5 5. Remove permit requirement for events with alcohol service. 6. No change. Staff is requesting City Council direction in identifoing the desired scale and nature of future events and Paisley Park. ATTACHMENTS 1) Email from Karen White regarding Q1/Q2 events 2) Paisley Park PUD standards G :\PlANww\Reference-Examples-Templales-M i5c\Paisley Part Events.docx From: Karen White <kwhite@paisleypark.com> Sent: Tuesday, January 7, 2020 6:45 PM To: Aanenson, Kate <kaanenson@ci.chanhassen.mn.us> Cc: Alan Seiffert <aseiffert@paisleypark.com> Subject: Paisley Park Q1/ Q2 Overview HI Kate, Please see our 2020 Q1 and Q2 overview below. As we discussed at our last meeting, we are looking forward to offering more opportunities to increase activity at Paisley Park. Base on our conversation, we understand that the Planning Committee and City Council would need to approve any type of change(specifically use of the outdoor space) to the existing PUD. Our vision for the first half of 2020 is as follows: January- Cinema Series: Music Films to be screened in the Soundstage on Jan. 11, 18th and 25th February – Musicology 2020- Live Music Event: Meshell Dnegeocello Plays Prince ,Feb 18th March – TBD April – Prince Remembrance- 3 day memorial- open to the public-coordinating with city officials to ensure a safe and successful event. May- Rainbow Prom- LBQT Prom event for kids 12-20 years old. June – Celebration 2020: June 4th- June 7th. We would like to use the (east) lawn on Sunday, June 7th to wrap up the weekend. We are looking forward to the city’s support for the use of outdoor space. Thank you for reviewing our plans in advance and we look forward to seeing you at the Planning Commission Meeting on the 27th. Karen Karen White Sales and Events Manager Paisley Park Operations, Inc. 7801 Audubon Rd Chanhassen, MN 55317 kwhite@paisleypark.com paisleypark.com This e-mail and any attachments may contain material that is confidential, privileged, proprietary and/or attorney work product, and is for the sole use of the intended recipient. Any review, reliance or distribution by others or forwarding without express permission is strictly prohibited. If you are not the intended recipient, please contact the sender and delete all copies. Regardless of any email signature block to this message, this e-mail and any attachments pertain only the corporate entity at issue in the email and do not, unless explicitly stated otherwise in this email, extend any obligation to any other entity. From: Karen White <kwhite@paisleypark.com> Sent: Monday, January 13, 2020 2:08 PM To: Aanenson, Kate <kaanenson@ci.chanhassen.mn.us>; Walters, MacKenzie <MWalters@ci.chanhassen.mn.us>; Johnson, Don <DJohnson@ci.chanhassen.mn.us>; Nutter, Don <DNutter@ci.chanhassen.mn.us> Subject: Not sure I included in my overview of events? Hi Kate, We had our architect draw up an overview of the outdoor area and potential occupancy. Did I include in my overview email?? We would never have the number that he shows, 3k---but we were thinking 500 for Celebration (on the last day/ Sunday, June 7th) Sorry, if this is a duplicate! Karen White Sales and Events Manager Paisley Park Operations, Inc. 7801 Audubon Rd Chanhassen, MN 55317 kwhite@paisleypark.com paisleypark.com This e-mail and any attachments may contain material that is confidential, privileged, proprietary and/or attorney work product, and is for the sole use of the intended recipient. Any review, reliance or distribution by others or forwarding without express permission is strictly prohibited. If you are not the intended recipient, please contact the sender and delete all copies. Regardless of any email signature block to this message, this e-mail and any attachments pertain only the corporate entity at issue in the email and do not, unless explicitly stated otherwise in this email, extend any obligation to any other entity. 1 Error! Unknown document property name. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 616 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is amended by rezoning the following described property (“Subject Property”) to PUD, Planned Unit Development: Lot 11, Block 1, Chanhassen Lakes Business Park, Carver County, MN Section 2. Paisley Park Planned Unit Development a. Intent The purpose of this rezoning is to create a PUD zoning district for Paisley Park. The uses, development standards and regulations of the IOP, Industrial Office Park District shall apply subject to the following modifications: b. Permitted Uses. Only the following uses are permitted: 1. Museum. 2. Recording studio. 3. Retail sales of products stored or manufactured on the site provided no more than twenty percent (20%) of the floor space is used for retail sales. These sales may include food, beverages and memorabilia. 4. Twelve (12) indoor concerts per calendar year. A concert-specific seating plan must be filed with the City at least ten (10) days in advance of each concert. Alcohol may only be served in conjunction with a Temporary Event Permit. 5. Private events. An event-specific seating plan must be filed with the City at least ten (10) days in advance of each event. 6. Office. 7. Multiple buildings on a lot. c. Conditional Uses. The following conditional use is permitted: 1. Hotel. d. Prohibited Uses. The following uses are prohibited: 2 Error! Unknown document property name. 1. All conditional and permitted uses not listed as permitted or conditional uses. 2. Outdoor events. e. Materials and Design Fence: Fences shall comply with City Code requirements including the Buffer Yard requirements, except that fences may be opaque to provide security screening. f. Development Plans and Regulations. The PUD must be maintained in accordance with the following development plans which are on file with the City and which are incorporated herein by reference: 1. Site Plan – SRF Consulting Group, Inc. Parking Study dated September 15, 2016, Figure 5, Option 1, with a north access right-in for buses only and right-out only for buses, and passenger vehicles. 2. The tent identified on the Site Plan may only be used for the sale of food, beverages and memorabilia. 3. A hotel may only be in the round building on the Site Plan and may not exceed 35 guest rooms. 4. Site Improvement Performance Agreement approved by the Chanhassen City Council on October 24, 2016. 5. Landscaping along the east side of Audubon Road is required and shall include roses, junipers and barberry. g. Parking 1. Parking lots and parking spaces shall comply with city code requirements. 2. If guests only arrive to the site by a shuttle bus the tour size shall be limited by the maximum occupancy under the Fire Code. 3. Audubon Road must be striped to include a left turn lane into the southern access. 4. All required permits, including from the Riley-Purgatory-Bluff Creek Watershed District, must be obtained prior to installing the pavement. 5. The north access shall be limited to a right-in for buses only and right-out of the site for buses and passenger vehicles. 3 Error! Unknown document property name. 6. The traffic signal at Highway 5 and Audubon Road must be optimized based on the SRF study. 7. The number of guests allowed on the site shall be limited so that either (a) there are a sufficient number of on-site parking spaces to accommodate guests who arrive by a personal vehicle, or (b) guests arrive and depart by bus. 8. Until all parking requirements have been constructed, all access to the site shall be by bus with the exception of employees, contractors and 40 guest cars per hour maximum. 9. If the on-site parking is inadequate, the maximum allowable tour size shall be reduced to a level where the on-site parking is sufficient, or the PUD and the site plan must be amended to provide more parking or guests shall be bused to and from the site. Any changes to the site plan are subject to review and approval by the City and other agencies with regulatory authority over the site. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 24th day of October, 2016, by the City Council of the City of Chanhassen, Minnesota. Todd Gerhardt, City Manager Denny Laufenburger, Mayor (Published in the Chanhassen Villager on November 3, 2016) CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Invitation to February Festival Section PUBLIC ANNOUNCEMENTS Item No: C.1. Prepared By Priya Tandon, Recreation Supervisor File No: SUMMARY The City of Chanhassen is proud to announce the first community event of 2020 — the 27th annual February Festival! This is the first in a yearlong series of special events that are sponsored by the City of Chanhassen, local service organizations, and the local business community. February Festival will be held on Saturday, February 1st and I invite area residents, their families, and friends to join us on Lake Ann. Events begin at 12 noon and include ice skating, sledding, horsedrawn wagon rides, Dog Sled Rides, Snowshoeing, Fat Tire Bike Demos, Kick Sled Demos, bonfires, a kids' scavenger hunt, and the always popular ice fishing contest. Hot food and concessions will be sold on the ice by the Rotary Club of Chanhassen. Boy Scout Troop #330 will be selling live bait and s’more kits. The ice fishing contest will run from 13 pm and includes over $6,000 in prizes. Each Feb Fest attendee will receive one FREE door prize ticket at the event for a chance to win over $3,000 in door prizes. Ice fishing tickets are $10 per person and are available online on the city's Feb Fest page and at City Hall. For more information, watch the Chanhassen Villager or visit the city’s website . I look forward to seeing everyone there! CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Approve City Council Minutes dated January 13, 2020 Section CONSENT AGENDA Item No: D.1. Prepared By Nann Opheim, City Recorder File No: PROPOSED MOTION “The City Council approves the City Council minutes dated January 13, 2020.” Approval requires a Simple Majority Vote of members present. ATTACHMENTS: City Council Summary Minutes dated January 13, 2020 City Council Verbatim Minutes dated January 13, 2020 City Council Work Session Minutes dated January 13, 2020 CHANHASSEN CITY COUNCIL REGULAR MEETING SUMMARY MINUTES JANUARY 13, 2020 Mayor Ryan called the meeting to order at 7:08 p.m. The meeting was opened with the Pledge to the Flag. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilwoman Tjornhom, Councilman McDonald, and Councilwoman Coleman COUNCIL MEMBERS ABSENT: Councilman Campion STAFF PRESENT: Todd Gerhardt, Jake Foster, Kate Aanenson, Charlie Howley, George Bender, Todd Hoffman, Ryan Pinkalla, and Roger Knutson PUBLIC PRESENT: Steve Donen 7341 Frontier Trail Jim Boettcher 7476 Crocus Court Larry Koch 471 Bighorn Drive Greg Fletcher 7616 South Shore Drive Noah & Elijah Patterson 408 Santa Fe Circle Jeff Gustafson 7405 Chippewa Trail Mark von Oven 6655 Horseshoe Curve Harold Worrell Boylan Shores JoAnn & Marc Syverson 489 Pleasant View Road Jay Warmuth 7340 Kurvers Point Road Slammer Stamy 491 Bighorn Drive Adam Fletcher 6551 Fox Path PUBLIC ANNOUNCEMENTS: Mayor Ryan took a moment to reflect on the past year, the many great accomplishments and some of the challenges and touch on the year ahead. CONSENT AGENDA: Councilwoman Coleman moved, Councilman McDonald seconded to approve the following consent agenda items pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated December 9, 2019 2. Approval of a Three Lot/Four Outlot Subdivision with Variances at 6760 Minnewashta Parkway (Boylan Shores) City Council Summary – January 13, 2020 2 3. Resolution #2019-01: Accept Public Trail and Utility Improvements in Arbor Glen, Project No. 2017-05 4. Approve Consultant Agreement for 2020 Pavement Rehabilitation Project No. 20-05 5. Approve Consultant Agreement for Geotechnical Services for Project No. 20-05 6. Approve Joint Powers Agreement with the City of Victoria for Minnewashta Parkway Improvement Project 7. Award of Bid for Building Department Software Purchase 8. Award of Bid for LED Lighting Retrofit for City Hall, Library and Public Works 9. Approval of Temporary On-Sale Liquor License, St. Hubert Catholic Community, Cana Dinner on February 15, 2020 All voted in favor and the motion carried unanimously with a vote of 4 to 0. ORGANIZATIONAL ITEMS. Todd Gerhardt reviewed the items to be approved under organizational items. Councilwoman Coleman moved, Councilwoman Tjornhom seconded that the Chanhassen City Council makes the following appointments. That the Chanhassen Villager is it’s official newspaper. Councilmember Dan Campion is Acting Mayor. Councilmember Julia Coleman and the Finance Director be appointed to the Fire Relief Association Board of Trustees. Councilmember Jerry McDonald to the Southwest Transit for a 3 year term Seat A. Commissioner Adam Schafer to the Economic Development Commission for a term from January, 2020 to April, 2023 and Zoe Erpelding as a youth commissioner to the parks and recreation commission. All voted in favor and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS. None. PUBLIC HEARING: CONSIDER APPROVAL OF SLOW NO-WAKE ORDINANCE FOR LAKE LUCY, LAKE MINNEWASHTA, LOTUS LAKE AND LAKE SUSAN. Todd Hoffman presented the staff report on this item. Mayor Ryan opened the public hearing. Bill Moffly, 6651 Horseshoe Curve endorsed the lowering of the level for the slow no wake on Lotus Lake to 896.3. Chuck Peterson discussed safety and erosion issues on Lotus Lake. Larry Koch submitted documents supporting his request to lower the slow no wake elevation on Lotus City Council Summary – January 13, 2020 3 Lake to 895.8. Steve Donen, 7341 Frontier Trail expressed his support of the recommendation from city staff on lowering the slow no wake level on Lotus Lake to 896.3. JoAnn Syverson, 489 Pleasant View Road discussed her support of lowering the slow no wake level on Lotus Lake to 895.8. Mark von Oven, 6655 Horseshoe Curve expressed his support of the recommendation from city staff of lowering the slow no wake level on Lotus Lake to 896.3. Councilwoman Coleman moved, Councilwoman Tjornhom seconded to close the public hearing. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The public hearing was closed. After discussion among council members the following motion was made. Councilwoman Coleman moved, Councilwoman Tjornhom seconded that the City Council approves the draft ordinance amending Section 6-49 which establishes water levels at which slow no wake restrictions apply for Lotus Lake, Lake Lucy, Lake Minnewashta and Lake Susan. This ordinance also gives the Public Works Director the authority to enforce elevations when the water levels exceed these elevations. Recommended changes to the slow no wake elevations for each lake are Lotus Lake 896.30, Lake Lucy 957.24, Lake Minnewashta 945.00, Lake Susan remains unchanged at 882.50. All voted in favor and the motion carried unanimously with a vote of 4 to 0. AWARD OF BIDS FOR LYMAN BOULEVARD IMPROVEMENT PROJECT. George Bender presented the staff report on this item. After comments from Mayor Ryan and City Manager Gerhardt the following motion was made. Resolution #2019-02: Councilwoman Coleman moved, Councilwoman Tjornhom seconded that the City Council approves a resolution awarding the low bid received for the Lyman Boulevard Improvement Project (TH 41 to Galpin Boulevard) to Eureka Construction Inc. All voted in favor and the motion carried unanimously with a vote of 4 to 0. COUNCIL PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS. Todd Gerhardt announced that Matt Unmacht has been hired as the Water Resources Coordinator. CORRESPONDENCE DISCUSSION. None. Councilwoman Coleman moved, Councilman McDonald seconded to adjourn the City Council meeting. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The City Council meeting was adjourned at 8:30 p.m. City Council Summary – January 13, 2020 4 Submitted by Todd Gerhardt City Manager Prepared by Nann Opheim CHANHASSEN CITY COUNCIL REGULAR MEETING JANUARY 13, 2020 Mayor Ryan called the meeting to order at 7:08 p.m. The meeting was opened with the Pledge to the Flag. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilwoman Tjornhom, Councilman McDonald, and Councilwoman Coleman COUNCIL MEMBERS ABSENT: Councilman Campion STAFF PRESENT: Todd Gerhardt, Jake Foster, Kate Aanenson, Charlie Howley, George Bender, Todd Hoffman, Ryan Pinkalla, and Roger Knutson PUBLIC PRESENT: Steve Donen 7341 Frontier Trail Jim Boettcher 7476 Crocus Court Larry Koch 471 Bighorn Drive Greg Fletcher 7616 South Shore Drive Noah & Elijah Patterson 408 Santa Fe Circle Jeff Gustafson 7405 Chippewa Trail Mark von Oven 6655 Horseshoe Curve Harold Worrell Boylan Shores JoAnn & Marc Syverson 489 Pleasant View Road Jay Warmuth 7340 Kurvers Point Road Slammer Stamy 491 Bighorn Drive Adam Fletcher 6551 Fox Path Mayor Ryan: Again good evening everybody. Happy New Year and welcome to our City Council meeting. To those of you that are watching at home or livestreaming from the Chanhassen website, thank you for joining us. For the record we have one council member absent tonight. Councilman Dan Campion is absent but our first action is our agenda approval. Council members are there any modifications to the agenda as printed? If not we will proceed with the published agenda. PUBLIC ANNOUNCEMENTS. MAYOR’S ADDRESS. Mayor Ryan: First up is public announcements and I would like to say a few words to kick off the new year. Good evening again Chanhassen and happy new year to you all. As we kick off 2020 I’d like to take a moment to reflect on the year we had. The many great accomplishments and some of the challenges and touch on the year ahead. Last year when I was inaugurated I said Chanhassen City Council – January 13, 2020 2 that the foundation of my leadership was going to be based on five pillars. I called them the five C’s. Community, communication, collaboration, commitment to excellence and Chanhassen. These core C’s continue to be a focus and a guide. Community. First I want to express my gratitude to the many residents over the course of this past year who took the time to come to a meeting and took advantage of the newly implemented community action request form. This tool proved to be very successful as it helped staff and council understand your request. Appropriately follow up with you and maintain a record and a correspondence, transparency and follow through. With the number of hot topics that we had last year your attendance at meetings, emails and phone calls showed your interest in the decision we as council were making. I personally appreciate your feedback, questions and involvement and I know that the members of this council share that sentiment. We are better at our jobs because of you and I ask that you continue to stay involved in 2020. Commissions are a prime example of community at work and how you can get involved. We had an incredible number of members of this community apply for commissions last year and we hope that same turnout again. The application process is now open and we are accepting applications through January 31st. Please consider applying. It is a great opportunity to influence change, be involved and bring forward new ideas and perspective. Our commissions have a pulse on the community and are invaluable to us as council. With the number of community events it was great to see so many people participate. Bringing residents together to create a sense of community is one of our continued goals. Whether it was an event focused on building community, a senior outing or an educational event hosted by our Environmental Commission our residents continue to be at the forefront of why we do what we do and I encourage the commissions and staff to continue to find new ways to connect our residents and create that important sense of community. I again ask you please stay engaged in the year ahead. Your participation is paramount. Communication. Increased communication was a focus for us last year as we wanted our residents to be informed about what was happening here at city hall. Facebook, Twitter and the Chanhassen website continue to be a key method for us to keep you informed and on notice. Additionally for public hearings or listening sessions we included one page informational inserts in the Chanhassen Villager. This resulted in a higher turnout at these events so our residents could be heard and knowledgeable on the topic at hand. For decisions that involved a policy change or a significant impact on the broader community we held listening sessions solely to provide residents a chance to share their opinions, ask for more clarification or simply seek information. This gave council an opportunity to simply listen as no vote would be taken at that meeting. It gave us time to reflect on the feedback that you and staff provided. We will continue this practice in 2020. I also heard from seniors expressing concerns about the ability to stay in Chanhassen for the long term. While senior housing developments were booming affordable options remain scarce. I’m delighted to share that staff is working diligently on making another affordable senior housing option a reality. Again your feedback and initiative can influence change. We recognize that communication is a two way street. It isn’t just us talking to you but us taking time to listen so thank you to the many residents that encouraged staff, council members and me to come to their houses to better understand the issue. It was important to sit at your table, stand on your dock or meet in the street to listen and learn from you. Please continue to do this in 2020. We are going to continue to find ways to be more effective in our communication efforts. There is a need and an opportunity to utilize technology Chanhassen City Council – January 13, 2020 3 to increase our communication effectiveness. For example many residents have requested real time updates on street projects because waiting for website updates can often cause frustration due to it’s limitations. Implementing innovative platforms will connect us with residents lessening challenges associated with these projects. Being forward thinking and in our communication strategies will strengthen the relationship between residents and city hall. Collaboration. Last year we were successful on many occasions working with our residents to find solutions. If we weren’t able to resolve it we continued to work together to find a pathway forward. It starts with a phone call or an email and I encourage you to continue this this year. Last year we established a new commission, the Economic Development Commission. One of the goals for 2020 will be to have a laser focus on our business community. In February the EDC will be hosting a business community forum and open house to listen and learn from you. So tonight I ask business leaders in the community to come forward with your plans and ideas. You’ve lived and worked in this community. Help us identify those gaps and opportunities. Tell us how we can improve as a city and what the city can do to help you become more successful. It is imperative that we grow, that we are positioning the city as the premiere place to develop and grow. There are existing businesses looking to expand. There are businesses in neighboring cities looking to move and developers looking for a home for their latest project so we must make this an attractive city and a place for them to do business. Let’s find opportunity for public/private partnerships as we know it’s an innovative way to grow our community. Let’s collaborate. We are ready to work with you and the door of opportunity is open in Chanhassen. Commitment to excellence. This commitment came into play more than once this past year. Starting early in 2019 we were challenged with the development otherwise known as Prince’s property. With a lot on the line and a big outpouring of support from the community council was committed to getting it right by saving open space, lowering the density, and protecting natural buffers between the neighborhoods. We negotiated and I’m proud to say that we are part of one of the biggest park acquisitions in the history of the city. There is still more development to come with this property and we will continue to hold Lennar accountable and be committed to this excellence. There were a number of new businesses that opened this past year, all moments certainly to be proud of but a great example of excellence when it was proposed to council that the Applebee’s building be removed so a bank could be built our pledge to this community’s request we were determined to find an alternative solution and Tequila Butcher now calls that space home and what a success it has been so far. There will continue to be more opportunities and more challenges that come our way. I’ve asked our city manager to have customer service be a focus in 2020. We as a city should be providing our residents and all who come into contact with Chanhassen a positive experience. We should be held to high expectations and we must stay committed to excellence in all areas of business. And finally Chanhassen. Two very hard decisions came before council this year. They were the implementation of a franchise fee and approving a levy increase that went beyond and above new growth. These two tax increases were discussed repeatedly and weighed heavily as we heard volumes of input from our residents but ultimately these decisions fell on council to make. I can say personally it would have been easier as a first term mayor to reject both and carry on. However I believe that the time was now to make the tough and possibly, and probably the unpopular decision so that Chanhassen is prepared not just for the year ahead but through deliberate investment we will be better Chanhassen City Council – January 13, 2020 4 positioned for long term success. With more development on the horizon and an increased demand for services and amenities to match the needs of our residents it will take a valiant council to plan, to push and to prepare for what’s next for Chanhassen. It will neither be easy nor simple but is a challenge that I know we as council can handle. Our mission statement is quote, “Chanhassen is a community for life, providing for today and planning for tomorrow.” It is now 2020 and the start of a new decade. It is time to plan for tomorrow. A new decade is not only symbolic but we are at the time where it is vital that we look beyond simply keeping the status quo or setting us up with easy choices. We need to move the needle. If we want something we’ve never had we need to do something we’ve never done. It is time to be bold, to be innovative and set our sights on advancing our city into the new decade. Our strategic goals must align with a vision. That is why I’m asking council tonight as we continue considering, as we enter this new decade and establish key financial goals for 2020 that we think not only of the year ahead but for the decade ahead. Let’s work to find sensible, strategic ways to invest in our city. I look forward to working with council, with city staff and our energetic and engaging community. It is time to elevate Chanhassen as we move to the next decade. Thank you again and happy new year. Next on our agenda is the consent agenda. CONSENT AGENDA: Mayor Ryan: Are there any items that the council would like to consider separately? Yes Councilman McDonald. Councilman McDonald: I’m fine with the consent agenda but I think you skipped organizational items. Mayor Ryan: I did, I just saw that. I heard Roger whispering over there. Can we finish with consent or should we go back? Todd Gerhardt: You can finish consent. Mayor Ryan: Okay. Mr. McDonald did you say you had something for consent? Councilman McDonald: No I’m fine with it. Mayor Ryan: Okay. Just noting my error. Councilman McDonald: I was just making a suggestion. Mayor Ryan: No I like it. I like it. It’s good. Alright so I’ll say again is there a motion to approve consent agenda items number 1 through 9? Councilwoman Coleman: So moved. Chanhassen City Council – January 13, 2020 5 Mayor Ryan: Is there a second? Councilman McDonald: I’ll second. Councilwoman Coleman moved, Councilman McDonald seconded to approve the following consent agenda items pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated December 9, 2019 2. Approval of a Three Lot/Four Outlot Subdivision with Variances at 6760 Minnewashta Parkway (Boylan Shores) 3. Resolution #2019-01: Accept Public Trail and Utility Improvements in Arbor Glen, Project No. 2017-05 4. Approve Consultant Agreement for 2020 Pavement Rehabilitation Project No. 20-05 5. Approve Consultant Agreement for Geotechnical Services for Project No. 20-05 6. Approve Joint Powers Agreement with the City of Victoria for Minnewashta Parkway Improvement Project 7. Award of Bid for Building Department Software Purchase 8. Award of Bid for LED Lighting Retrofit for City Hall, Library and Public Works 9. Approval of Temporary On-Sale Liquor License, St. Hubert Catholic Community, Cana Dinner on February 15, 2020 All voted in favor and the motion carried unanimously with a vote of 4 to 0. ORGANIZATIONAL ITEM. Mayor Ryan: Alright now we’ll hit, throw the car into reverse and go through organizational items. Mr. Gerhardt is there anything you’d like to say? Todd Gerhardt: Yes. Mayor Ryan: Alright. Todd Gerhardt: Each first meeting of every new year council makes organizational items in appointing council to certain positions and designating official newspaper and we have one request for official newspaper. It’s the Chanhassen Villager and their rate did go up from last Chanhassen City Council – January 13, 2020 6 year 3 percent and that was based on postage increase this past year and every resident has the opportunity to receive a free subscription. If they are not receiving a free subscription please contact the Chanhassen Villager and they will make sure that you get one. And staff is recommending the Chanhassen Villager as the official newspaper for the city of Chanhassen. Do you want to take them all in one? You want to take them individually? Mayor Ryan: I think we are prepared to take them all in one, yes. Todd Gerhardt: Okay. The next one is Acting Mayor. Council selects one individual council member to serve in the absence of the mayor to act as the acting mayor and so one of the four members here can be the acting mayor. Mayor Ryan: Okay thank you. Do you want to talk about the? Todd Gerhardt: The next one is Southwest Transit Commission. Jerry and Bethany serve on the Southwest Transit Commission and Bethany’s term goes until the end of 2020 so your just filling Jerry McDonald’s vacant seat as his ended December of 2019. Mayor Ryan: Alright. Todd Gerhardt: And then appointment to the EDC. We had a vacancy where one of the members could not fulfill their obligation and staff is recommending Mr. Schafer fill that position. It was Ms. Heinze that could not fill her position based on work and family issues could not fulfill her obligation on the EDC and we’re recommending Mr. Schafer. And then the last one is an appointment to the youth commission to the Park and Rec Commission. Zoe Erplelding has applied and would like to be appointed to the youth commission on the Park and Rec Commission. The Fire Relief Board was not on my list but that is another one and Councilmember Julia Coleman is currently sitting on the board and staff is recommending her reappointment. Mayor Ryan: Perfect, thank you Mr. Gerhardt. Any questions council? If not I would look foe motion. Councilwoman Coleman: I’ll make a motion. I’ll make a motion that the Chanhassen City Council makes the following appointments. That the Chanhassen Villager is it’s official newspaper. Councilmember Dan Campion is Acting Mayor. Councilmember Julia Coleman and the Finance Director be appointed to the Fire Relief Association Board of Trustees. Councilmember Jerry McDonald to the Southwest Transit for a 3 year term Seat A. Commissioner Adam Schafer to the Economic Development Commission for a term from January, 2020 to April, 2023 and Zoe Erpelding as a youth commissioner to the parks and recreation commission. Mayor Ryan: We have a valid motion. Is there a second? Chanhassen City Council – January 13, 2020 7 Councilwoman Tjornhom: Second. Councilwoman Coleman moved, Councilwoman Tjornhom seconded that the Chanhassen City Council makes the following appointments. That the Chanhassen Villager is it’s official newspaper. Councilmember Dan Campion is Acting Mayor. Councilmember Julia Coleman and the Finance Director be appointed to the Fire Relief Association Board of Trustees. Councilmember Jerry McDonald to the Southwest Transit for a 3 year term Seat A. Commissioner Adam Schafer to the Economic Development Commission for a term from January, 2020 to April, 2023 and Zoe Erpelding as a youth commissioner to the parks and recreation commission. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Mayor Ryan: That motion carries 4 to 0. Todd Gerhardt: Thank you. Mayor Ryan: Thank you. VISITOR PRESENTATIONS. None. PUBLIC HEARING: CONSIDER APPROVAL OF SLOW NO-WAKE ORDINANCE FOR LAKE LUCY, LAKE MINNEWASHTA, LOTUS LAKE AND LAKE SUSAN. Mayor Ryan: Mr. Hoffman are you going to take that. Consider approval of slow no-wake ordinance for Lake Lucy, Lake Minnewashta, Lotus Lake, and Lake Susan. Todd Hoffman: Mayor Ryan, members of the council thank you both. Ryan Pinkalla with our engineering department and myself will be handling this one tonight. We’ve got a presentation that is not too long and then we’ll go right into the public comment period. So the amendments being proposed are to modify the slow no-wake elevation on Lotus Lake. It’s a modification is lowering it by a half a foot so we’ll get into that and show that a little bit later in the presentation. Adopt slow no-wake elevations for Lake Lucy and Lake Minnewashta. Those currently do not have an elevation established. And then adopt procedures for implementing the emergency slow no wake so in that event when the rain does, we do have excessive rainfalls and there is a need that the procedures are pretty smooth and it doesn’t take council action where you have to wait for a future meeting to implement those needed amendments. Purpose of the code amendment is to minimize shoreline erosion during periods of excessively high water when shorelines, docks and boats are most susceptible to erosion or damage caused by wave action. Some background. It’s Section 6-49 of the city code which addresses slow no-wake restrictions on two of the city lakes currently. The current restrictions for slow no-wake, Lotus Lake at 896.8 and Lake Susan and 882.5. There were no elevations included in the city code for Lake Minnewashta or Lake Lucy. The proposed ordinance that we’re discussing this evening includes the following Chanhassen City Council – January 13, 2020 8 elevations. Lotus Lake, that reduction by half a foot from 896.80 to 896.30. Establishing an elevation on Lake Lucy at 957.24. Lake Minnewashta 945 and Lake Susan at 882.50. So I talked about the reduction on Lake Lucy, or excuse me on Lotus Lake. Elevations were added for both Lake Minnewashta and Lake Lucy. They had not previously been in the ordinance. And the ordinance version also includes the addition of that language that I touched on, the process of implementing the slow no wake includes who is responsible. How long it will be in place and how notice will be provided to the public. What actions are necessary to finalize the changes to the city ordinance? It’s necessary to approve, obtain approval from the Minnesota Department of Natural Resources. The process for approval includes holding a public hearing. Public input meeting was hosted on October 16, 2019. The summary minutes of the comments received, the comment cards we received that night and the online survey results are included in tonight’s packet that you have. And then this evening an account of the statement of each person testifying tonight will be included with the City submittal to the DNR and so that’s where we’re at tonight. Revise public hearing to City Council January 13th. You can either revise or approve the ordinance tonight after hearing the public comment. Then the City, Ryan and others within the organization will submit this to the DNR for their review and approval and then they have 120 day review period. As long as the City, or excuse me the DNR does not extend that another 120 days we would be looking at a May 2020 City Council approval of the final ordinance after it’s been reviewed by the DNR and signed off by the commission to the DNR. Recommendation tonight, and this is in your packet as well is that the City Council approves the draft ordinance amending 6-49 which establishes water level at which slow no-wake restrictions apply for Lotus Lake, Lake Lucy, Lake Minnewashta and Lake Susan. This ordinance also gives the Public Works Director the authority to enforce the elevations at any time water levels exceed these levels. This ordinance shall be in effective immediately upon it’s passage, publication and approval by the commissioner of the Minnesota Department of Natural Resources and again those are the same elevations that were shown earlier. Tonight during the public hearing each presenter that presents will have no more than 5 minutes to speak. Please keep that in mind as you approach the podium. Please state your name and address for the record. If other presenters before you have stated what you wanted to say you can simply state that you concur with the previous presenter rather than repeating what they said. And this meeting is being video recorded to ensure that all comments are accurately entered into the record and then submitted to the DNR for their review. So to the public thank you for participating this evening and I’ll let the council take it from there and open the public hearing. Mayor Ryan: Great, thank you Mr. Hoffman. Todd Hoffman: Or ask questions of staff if you have any. Mayor Ryan: Perfect. Before we go to the public hearing, council any questions of staff at this time? No, okay. So understandably the majority of the people here in this room are here for the public hearing tonight. As Mr. Hoffman pointed out some of the guidelines for what we are looking for you for tonight. I would like to add one more element to that. As you come forward if you could please let us know if you are in favor or against the ordinance from the onset so we Chanhassen City Council – January 13, 2020 9 have an idea of where you’re coming from in terms of your comments. Obviously this has been a conversation and something that council has reviewed with you individually as a group over the past really I’d say 6 to 9 months. Whether it was folks coming to visitor presentations. We’ve been out at your homes. We’ve had conversations. We’ve received your emails. We’ve had multiple, we had a work session. We’ve had a public comment session at the library so we are, we are familiar with not only this topic but a lot of your opinions so please I ask that tonight as we start this new year that we’re respectful of each others comments. Give each other their 5 minutes that are due and then just come forward and share your feelings on the proposed ordinance so with that I hereby open the public hearing. Please step forward and state your name and address for the record. Anyone? Bill Moffly: My name’s Bill Moffly. I live at 6651 Horseshoe Curve and represent the Lotus Lake Conservation Alliance. I live in the narrowest part of the lake and I endorse the lowering of the level of the lake to 896.3, the 6 inches. And you know you may hear more, and I know you’ve heard a lot about you know what’s going on with erosion, etcetera. Almost every boat that goes through Lotus Lake passes in front of my house multiple times. You know in terms of programs for remediation, proper lake front vegetation, allowing residential remediation my understanding is that it’s been very difficult for property owners on the lake to get permits to do things like riprap and enhance what they’ve got in front of their houses. And I also think that enforcement of regulations that are already on the books will go a long way towards remediating a lot of the erosion. Speed. Distance from shore. Distance among boats. You know common courtesies that we posted on the lake as folks come into the lake. I think lowering it to 896.3 feet will also not reduce the availability of use on the lake. One of the later presenters I think is going to talk a little bit about what we might lose as residents. I also think that this is an issue of you know if we were to take more drastic measures we would lose property value, investments in boats made by residents, etcetera so I’ll let it go there. Thank you. Mayor Ryan: Great, thank you. Todd Gerhardt: Mayor you mind if we put the proposed ordinance up on the screen? Mayor Ryan: Yes please do. Todd Gerhardt: So people can reference the numbers as stated. Mayor Ryan: Perfect, good idea. Thank you. Chuck Peterson: Chuck Peterson. Everybody doesn’t like any new rules but anyway so we’ve been on the lake for 30 years. We’ve been wake surfing on the lake for 16 years. I’m very familiar with every foot of shoreline on that lake. Thousands of feet of swampland that’s out there. There’s a couple thoughts with all of this. Last spring we had a real good meeting talking about the wake surfing thing and it really came down to safety was the issue back then but now it’s turned into erosion, which we talked about but the reality of it is nothing’s changed in 30 Chanhassen City Council – January 13, 2020 10 years so you can talk about the narrows. You talk about where people have riprapped. Nobody has ever had any problem getting the riprap done and in the narrows area you look at it about every other house has their house riprapped properly. They have some that have done it based on the way the DNR would suggest it and there’s no problem. You go across the way and if you’re on the city side where there’s, I counted about 20-30 feet of riprap that’s on that side, we had solid as a rock. Never had a problem. If you go north of there about 1,000 feet in the swampland and walk that, there’s no problem in there because it’s natural and the whole issue with the erosion is really hard for me to understand but, so the issues of safety and erosion were last spring. I want to clarify this. 896.8 is the, some ordinary high water mark but it’s not the 100 year water mark correct? So that’s, we’re already taking a hit of 6 inches and if you drop it again this should also change the survey lines and the setbacks on everything that goes on on that lake so when you take a look at the development side of it I think you know I don’t think that this has ever been brought up because nobody wants to realize that if you drop that down further you’ve got to go back further and all of a sudden you’ve got a lot more land that could be developed. Watershed control is also ignored a few of our requests because I think watershed needs to understand what are they going to do with the level of the lake. You can do all these things with the wake boarding and say when is the lake level going to go down or up but what’s the true level of the lake going to be? It’s a very, very shallow lake. You’re going to end up with more mud on thousands of feet of swampland that’s out there right now and I’m really concerned about that. It may not be an issue but watershed has ignored those questions in this whole issue. It hasn’t been a problem for 16 years. I’m very familiar with a lot of people on Lotus Lake that have their grass right down to the lake and yes it gets really wet when it rains but you know that’s how they decided to develop their property and if you decide to develop that property and there’s 25 people out of 250 that create this because of an erosion issue I think it’s heading in the wrong direction for that. I’m not saying that we don’t need to have some restrictions. Once in 30 years. We’ve got a permanent dock. The water almost came up to the level of the dock once and that’s it and that’s because the City told us we had to have a dock that could only be 3 ½ feet deep when the DNR says it could be 4 feet deep so I have a pretty good gauge on how this whole lake gets managed and we all have to deal with it so DNR, they manage shoreline distances for wake. They do it real well with 10,000 or 15,000 other lakes. We don’t need to have Lotus be the one that says it has to be different because the distance from the shoreline, and I will agree that when you go through the channel if you take straight down the middle of the channel and if you’re going wide open with the wake you’re going to be that distance, very close to what the DNR says is the maximum you can be so it’s, so maybe there’s something to do with the channel piece of that thing but thanks for listening. Mayor Ryan: Thank you. Is there anybody else that would like to come forward? Larry Koch: Playing chess here. But that’s okay. Thank you Mayor, thank you council members. Appreciate your opportunity. Happy New Year. Glad to see Councilperson Coleman back. Thank you very much for taking the time. I’m going to be reading this statement fairly quickly since we have 5 minutes even though we haven’t had many speakers but in connection with this I am resubmitting, I have copied here for the record my prior letters on these topics Chanhassen City Council – January 13, 2020 11 with attachments. In addition I’m submitting, I’d like to resubmit, I’m not, don’t have another copy but the report that was done by Mr. Merritt who was a former DNR hydrologist on this whole topic and I think it’s very important that that be part of the record and forwarded so Mayor I’ll commence now with my specific comments. Mayor Ryan: Okay. Larry Koch: The stated purpose of the proposed change in the ordinance is to minimize shoreline erosion during periods of high water when the shoreline is most susceptible to erosion. That is a perfectly laudable goal and something that we should advocate for. Reducing erosion is the proper goal because erosion leads to more soil in the lake. More soil leads to more phosphorus. More phosphorus leads to more algae some of which is either sickening and can be deadly. Luckily this past year we had record amounts of water which did flush these water bodies. I do know something about that. I do sit on the watershed, Riley-Purgatory watershed board. I’m not here to speak for them. Many times we have different opinions. Let me continue. The proposed ordinance would set the slow no wake level at the ordinary high water mark. My first question is, who recommended or decided that the ordinary high water mark was appropriate? Was there a scientific study done to determine whether or not the ordinary high water mark is the appropriate level to set the slow no wake level in order to minimize erosion? I’ve not seen any such report. If there is one I’d like to see it. Secondly I’ve not seen any comments by the environmental committee. I think it would be appropriate if we’re going to set a level that we have some input by the environmental committee. The purpose, as I said the purpose of this is to set the level for slow no wake to minimize erosion. Setting at the ordinary high water mark is ineffective. Is too high and the reason for this is because at that level the ordinary high water mark, everything above that, the landowner owning that lakeshore owns it so any water going over that level is trespassing on that person’s property. So one inch below the ordinary high water mark a wake is going to go over that and is going to be trespassing so that’s why I propose that the ordinance should set the slow no wake level at 895.8 feet which is basically 6 inches lower than the ordinary high water mark and it should even be lower so that the wakes created by the boats that are using our lake do not go over the ordinary high water mark and trespass on people’s property causing additional erosion. It is shown that a cruising boat at 100 feet, which is our slow no wake zone on this lake, creates a wake of over 5 inches so in order to keep the wake from going over onto people’s property the level, the slow no wake must be set by math okay at least that 5 inches if not lower than the ordinary high water mark. In addition we have boats operating on this lake now that create wakes that are 11 to 19 inches at 100 feet from the boat so if we allow boats to operate within 100 feet we have the possibility of wakes in excess of 11 ¾ inches crashing onto the shore meaning we’re going to have 8 inches of water, up to 8 inches of water or more going over on people’s property causing further erosion. And Mr. Merritt in his study, and he reviewed several pure review, scientific articles by major universities stated that boats creating enhanced wakes, in other words wakes more than the typical waterski boat or fishing boat create more damage and should not be allowed on these boats to operate at anything other than slow no wake because of their design and operations. So therefore this amendment, this ordinance should be amended to have the lower levels. In Chanhassen City Council – January 13, 2020 12 addition this ordinance should be amended to provide that we should be allowing boats with wakes, especially enhanced wakes on our lake anytime that Minnetonka is closed or Minnewashta is closed or Lake Riley are closed because if we don’t close them then we’re going to have this influx of boats from lakes that are clearly infested. And I’ll just mention that it is, although the DNR says that Lotus Lake is infested with zebra mussels there is some doubt to that. Okay so I want to make that point. And lastly I want to comment on the gentleman who spoke, Mr. Peterson. I’ve been on this lake for 30 years also. I have seen significant changes in erosion. Maybe he doesn’t, I see it. I’m on the narrows. I presented before about the issue particularly with the narrows causing erosion. One of the problems with our lake, Lotus Lake is that we have a significant amount of the lakeshore that are wetlands and these wetlands can’t be protected no matter what you want to do with riprap and it is not as stated before it is not easy to get a permit to do riprap particularly because of the DNR and the watershed district so it’s very difficult to take any action to adequately protect the shoreline. So I’d ask you to lower the levels to 895.8 feet. No using enhanced wakes on our lake at any level. And then finally not to allow enhanced wakes or boats, close our lake down as far as slow no wake anytime Minnetonka or Minnewashta or Lake Riley are closed so that we can limit the spread of zebra mussels. I’m sorry for speaking so fast but I wanted to get this. And I’m also going to submit this for the record as well. Mayor Ryan: Alright thank you Mr. Koch. Larry Koch: Thanks for your time. Mayor Ryan: Thank you. Steve Donen: Steve Donen, 7341 Frontier Trail, Chanhassen, Minnesota. Thank you for allowing us to give our presentations today. A couple things. I am in support of the ordinance as it is written. As it is being recommended. Secondly I’m going to give some quick background as to the, where this no wake started at. Where did the 896.8 fit? Original number come from. Back in 2007, actually between about 1997 and about 2005 we had numerous city council meetings, discussions about this topic. There was 100 foot level recommendations. There was, there was ordinary high water level recommendations and those were two areas that were always bounced around as what we use for no wake on Lotus. There was a couple emergency city council basically no wake ordinances installed for short term emergencies during that period. The City kind of got sick of this and said we’ll put together a city task force of citizens to work on this. I was one of those. It was a group of people who were diverse in their thought. Some people wanted no wake. Like what Larry is discussing and some people like me wanted to have no no wake limits okay so very diverse group of thinking. Five people. Four from on the lake. Two people from off the lake. Basically the task force came up with two things that they agreed on. They agreed on two things. One is it’s a shared responsibility to protect the lake and the homeowners. Anything ordinary, anything that’s ordinary level, normal levels the group agreed that’s a responsibility of the homeowners and lakeshore owners to manage and control. In other words ordinary high level seemed like a pretty normal level of the lake. That was agreed by this Chanhassen City Council – January 13, 2020 13 group who was a diverse group that that should be the level that should be chosen as the no wake. That that would be the level where people on the shoreline, owned shorelines are responsible for managing it. Anything above that, anything above the, a non-normal level as you might call it would be considered a place where we should put on a no wake so as opposed to Larry’s comments really what this group was saying is ordinary level, ordinary level water plus waves and wakes you should manage it as a lakeshore owner. That was the group. What the group then had to work on was what level should that be? At the time we agreed that an extraordinary event which had occurred about 4 times over the last 30 years was the 100 year flood level which is where the 896.8 came from, okay. So now what are we talking about now? Well we’re talking about 896.3. That seems like a pretty reasonable level. It does still maintain a, when things are at a pretty normal level of the lake, the ordinary level, the citizens are responsible when it gets above that. The City helps out and shuts down the lake. It’s a pretty reasonable number. Is there a way for me to put my graph up here? The next piece that I wanted to quickly go over is, is what happens when you do the levels we’re recommending. So there’s 3,000 data points that are managed by the DNR since 1967 that represent the level of Lotus Lake. Of those levels the average level of this lake was 896.55 okay. That’s 9 inches away from the ordinary high water mark. So we’re only talking about a 9 inch difference. The average level of the lake over 40 years and the level you’re recommending is 9 inch difference. Now at this point if you do the average or do standard deviation calculations that means that this lake will be over that level 5 percent of the time. Okay so 5 percent of the time the level will be over this 896.3 and the lake will shut down. If you then go and do what Mr. Koch is recommending you’re now 3 inches away from the average level of the lake. In other words the lake runs average. 895.55 and Mr. Koch wants it .25 feet above that. 3 inches okay. 3 inches. So the first rain that happens when the lake’s at the average, the lake shuts down. If you do the average over the 40 years 30 percent of the time the lake is shut down with Mr. Koch’s recommendation. 30 percent of the time we don’t have use of the lake. Wakeboard boats would have no use ever. So is that fair? Is it the right answer? Obviously not. One month out of our summer on the average. Last summer we would never use the lake of any boats. The other one that you always hear about is water quality. I’m getting so sick of this as an example. I keep saying. You’ve seen it before. Here is the Secchi disk. That’s the level you can see down into the lake whenever you put a disk down. That’s the clarity of the lake number. It’s a pretty good number. Pretty perceptive. It’s a pretty good precision number. It’s been taken every year for, back in 1980 it started. If you look at this curve carefully, you see how it’s going up? That means that you can see further down into the lake so everybody who sits up here and says to you the lake is looks horrible. It’s worst. There’s no data to support it. The data supports that the lake is getting better. And that is from the watershed and it’s from the watershed numbers and it says for years from 1979 to 2017 there’s a strong evidence that a trend of increasing water clarity on this lake. That’s Lotus Lake. Written on the forms. Mayor Ryan: Mr. Donen will you just be mindful of time. Steve Donen: I’m done. Chanhassen City Council – January 13, 2020 14 Mayor Ryan: Okay thank you. Steve Donen: So in conclusion you’ve done a nice job on what you’ve chosen for your ordinance. Mayor Ryan: Great, thank you. JoAnn Syverson: Good evening. JoAnn Syverson, 489 Pleasant View Road. I want to thank you for considering lowering the no wake trigger on Lotus to 896.3. It’s certainly much more realistic for today than the antiquated 896.8 but I’m going to make the case for the trigger to be 895.8. What do these numbers mean? I mean we’ve got all these numbers. What do they mean? Well I think what we can do is think, get a picture of what they mean and what does it look like? What does 896.3 look like? Well let’s think back to last Fourth of July. As I was sitting there looking at my dock that was under water I could see what it looked like and I was told that on Fourth of July we had not reached the 896.3 or even the 896.8 levels so Lotus Lake according to these numbers should not have had restrictions which it didn’t have. So what did it look like? Well besides the dock under water with water splashing all over it, there was a phenomenal number of boats out there because the boats from Minnetonka and Minnewashta that had no wake restrictions came over to our lake so all day long we saw numerous wake boats circling our lake along the shores. To the point where you know you couldn’t get out there in a kayak or a paddleboard or swim. I mean it was unbelievable. Also let’s visualize what my shore line looked like. Well luckily I didn’t have too much damage because of the way I am positioned on the lake but I had friends who were on the narrow parts of the lake that had significant damage and even riprap going down. Now if the City declares 896.3 on the lake as the trigger point this next Fourth of July will likely look like the last Fourth of July and even more weekends in the summer will look like it did last Fourth of July. You know it’s 2020. It’s not 2006. It’s not even 2017. Every year the number of wake boats has increased tremendously. Every year has made a difference. It is not 2017. The boating industry has developed the technology to create boats that recreate ocean wakes so that people can surf behind them. These wakes do damage shorelines and the lake. We have hundreds of studies that prove this. So our lake, Lotus Lake is just too narrow and too shallow to accommodate wake boats but then you add the deepen waters during high rains and the damage is significantly increased. So I believe that you need to lower the no wake trigger to 895.8 to accommodate all these types of wakes that unfortunately are being generated on Lotus Lake. Thank you. Mayor Ryan: Thank you. Mark von Oven: Good evening. Mark von Oven. I’m at 6655 Horseshoe Curve. I am in favor of the amendment as proposed and I’m a wake boarder and I’m asking you to lower the level at which there is no wakes so how does that make sense? Well I’m also a lake owner and I also believe in short that the same problem with this country is kind of happening right now. There’s not enough compromise and this is a beautiful compromise. You had up there on the screen earlier and I don’t, I didn’t have it memorized but Chanhassen’s city slogan, planning for today Chanhassen City Council – January 13, 2020 15 and preparing for tomorrow or something of that course. This is all exactly along those lines. This level will reduce the number of days that I get to wakeboard but it’s the days where I shouldn’t be wakeboarding anyway because that level is the ordinary high water level and what is special about that level? What’s special about that level is these groups don’t have to come in here every year lobbying you for a different level because you’re tying it to something logical. You’re tying it to something the DNR sets. People who have expertise and who are not being paid to do a study for the wakeboarding side or the get rid of wakeboarding side so I think you’re doing a really, really smart thing here. I think the DNR will agree and I hope you approve the amendment. Mayor Ryan: Thank you. Is there anyone else that would like to speak tonight? Alright going once. Going twice. I don’t see any movement. Alright with that I will take a motion to close the public hearing, Councilwoman Coleman: So moved. Mayor Ryan: Is there a second? Councilwoman Tjornhom: Second. Councilwoman Coleman moved, Councilwoman Tjornhom seconded to close the public hearing. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The public hearing was closed. Mayor Ryan: The public hearing is closed and we will bring it back to council for question, comments or any action. Anybody have any questions of council based on the feedback or information? Councilman McDonald. Councilman McDonald: Thank you Mayor. Over the past year I visited with many of you about all of this and one of the things I have for staff is at one point I had asked about what’s the impact of all these numbers as far as how long will the lake be closed and I’m not sure if public works had an opportunity to put together that graph or not but there was initially a graph at one time but it was the scale was quite large. I’m just wondering if city staff had an opportunity to relook at that? Todd Gerhardt: Ryan do you have that graph that shows the number of times the lake would be closed based on elevations? Ryan Pinkalla: We did the expanded scale, the one that you’re referring to and beyond that we didn’t do a smaller scale version for the past only 5 years. Todd Gerhardt: Okay what years were they? Chanhassen City Council – January 13, 2020 16 Ryan Pinkalla: I believe it was the extent of our data I think was from about 1987 to present. Todd Gerhardt: Okay, do you have that here tonight? Todd Hoffman: It’s similar to the graph that Mr. Donen put up. Ryan Pinkalla: Yeah it was the same data actually. Todd Hoffman: So we’ll find it. Councilman McDonald: Okay well no I thought that maybe Mr. Donen may have gotten his information from you because that’s pretty much the graph I was looking for was something to kind of look at the impact last year based upon the various points of where these numbers were. What I was looking for and I think that I’m trying to get a handle on is okay, if we close Lotus Lake what’s the impact not only upon the rest of the community but upon the homeowners themselves so that was a question I had and that was something I was trying to get at was to see just how reasonable all these numbers actually were. That was my only question for staff. Mayor Ryan: I think Councilman McDonald actually I have the information for you. I don’t have the graph but I obviously had a similar question for staff and Ryan forwarded the email and so I think the question was at the proposed or alternative recommendation of the 895, I think at the time it was .5. If you look at the number of days above elevation according to Ryan in 2019 it would be 180 days above elevation. In 2018 it would result in 133 days above that elevation. In 2017 it would be 178 days and in 2016 it would be 250 days above that elevation so that was what Ryan had forwarded us. Is that what you were looking for Councilman McDonald? Councilman McDonald: That’s what I was looking for. Mayor Ryan: Okay. Councilman McDonald: Thank you Mayor. Mayor Ryan: Yep. Councilwoman Tjornhom: I have a question. In our past conversations and public comments it’s been brought about acquiring DNR permits for improving your lakeshore and some people say it’s very difficult to get a permit from the DNR and the watershed district and other people seem to feel that it has not been an issue and so could someone please give me some clarification on that issue because I really does make a big difference how your lakeshore is maintained when it comes to shoreland protection. Ryan Pinkalla: So the permits through the DNR are, anything below the ordinary high water level of the lake is regulated by the DNR so as far as the permitting process, I mean that you Chanhassen City Council – January 13, 2020 17 know it’s kind of their jurisdiction. The watershed district does have their own rules as well but they do not regulate below the ordinary high water level either so they would only be enforcing shoreland ordinances for themselves. Councilwoman Tjornhom: So will changing these numbers then make it more difficult to acquire a permit? Ryan Pinkalla: Changing this level should not affect that at all. Councilwoman Tjornhom: Okay. Thank you. Audience: I know my goatee is as white as Jerry’s up there but 30 years ago you had to. Mayor Ryan: Sir? This public comment, the public hearing is closed. Audience: Oh sorry. Mayor Ryan: Council any further questions? I just have a couple, or one question and this is for Mr. Knutson. Is when water comes onto your shore, I mean is that considered, can a thing be trespassing? I guess I was a little confused about, I know obviously people can trespass but can water? Roger Knutson: Depending on how you’re using the term. If you’re using it that it’s a legal term, legally trespassing water can’t trespass. Mayor Ryan: Can’t or can? Roger Knutson: It’s not a crime for the water to come on your property. Mayor Ryan: Okay. And then clarification on our enforcement, when we have the County come, how many times currently do we have the County come out? Is it based on what our ask is of the City? Could somebody provide clarification on what relationship? Mr. Hoffman I’m looking at you. Todd Hoffman: For enforcement? Mayor Ryan: Yes. Todd Hoffman: Yes so Carver County is responsible for surface water enforcement in our county and they come out, we don’t direct that but we can certainly request that if there’s a particular issue on a lake, kind of a hot spot if you will that we can request that that they do additional enforcement. If they have the time and the resources to do that then the can go ahead and react to that situation. Chanhassen City Council – January 13, 2020 18 Mayor Ryan: Okay. And I’ll ask Charlie if you’re familiar, I know you are new so I hate to put you on the hot seat but I know you’re familiar with watersheds and lake issues with Prior Lake. Are you familiar with lakes closing based on other lakes closing? Charlie Howley: Oh Madam Mayor, I have not heard that anywhere else but I don’t pretend to know all the lakes in the metro area but we don’t have anything like that down where I’m at. Mayor Ryan: Okay. And Mr. Knutson are there legal grounds to close based on other lakes closing? Roger Knutson: No. Mayor Ryan: Okay. Mayor Ryan: That’s all of my questions. Council are there any further comments or a motion for the proposed motion? Councilwoman Coleman: I’ll make a motion. The City Council approves the draft ordinance amending Section 6-49 which establishes water levels at which slow no wake restrictions apply for Lotus Lake, Lake Lucy, Lake Minnewashta and Lake Susan. This ordinance also gives the Public Works Director the authority to enforce elevations when the water levels exceed these elevations. Recommended changes to the slow no wake elevations for each lake are Lotus Lake 896.30, Lake Lucy 957.24, Lake Minnewashta 945.00, Lake Susan remains unchanged at 882.50. Mayor Ryan: We have a valid motion. Is there a second? Councilwoman Tjornhom: Second. Mayor Ryan: With a valid motion and a second are there any comments that anybody would like to make before we vote? Councilwoman Coleman moved, Councilwoman Tjornhom seconded that the City Council approves the draft ordinance amending Section 6-49 which establishes water levels at which slow no wake restrictions apply for Lotus Lake, Lake Lucy, Lake Minnewashta and Lake Susan. This ordinance also gives the Public Works Director the authority to enforce elevations when the water levels exceed these elevations. Recommended changes to the slow no wake elevations for each lake are Lotus Lake 896.30, Lake Lucy 957.24, Lake Minnewashta 945.00, Lake Susan remains unchanged at 882.50. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Chanhassen City Council – January 13, 2020 19 Mayor Ryan: That motion carries 4-0. And Mr. Hoffman if you would be so kind to, do you have the timeline again? Could you just throw that back up on the screen just so, so the ordinance is approved this evening and then how will we make it publicly known that the DNR responded to us? Todd Hoffman: It will be back here at a City Council meeting for your final approval and once we’ve received that notification from the DNR then it will be published in a packet and recommended that the City Council authorize or make that final approval so the public will have access to that information. Mayor Ryan: Okay perfect, thank you Mr. Hoffman. Alright next is New Business. AWARD OF BIDS FOR LYMAN BOULEVARD IMPROVEMENT PROJECT. Mayor Ryan: Alright Mr. Bender. George Bender: Good evening Mayor and council members. I’ll be presenting tonight the award of the, recommendation of award of the Lyman Boulevard project from Galpin to 41. This is similar to the presentation that you saw in October with some updated information because the project was recently bid. For a little background, for anyone that this may be new information for the yellow colored area along Lyman Boulevard and Trunk Highway 41 is the project area. This is the last section through Chanhassen that is in need of an upgrade. The existing conditions are two lane rural section roadway. Significant areas along this section are where there are poor subsoils. With wetlands present on each side of the roadway, crashes through this section are low and existing ADT levels are about 6,000 vehicles per day with a projection in 2040 to increase to 11,200 vehicles per day. The County has pursued two federal grant applications with the support of council and neither of them have been successful. The County did secure roughly $2.2 million dollars in grants to fund the intersection at Trunk Highway 41 and Lyman. New information is, this isn’t new information yet. The project was originally bid on May 2nd of 2019. Those bids were rejected due to being what was considered too far over the engineer’s estimate which equated to about 15.8 percent and that amount was roughly $1.2 million. Chanhassen would also have seen a cost share of about $273,000 over the amount that’s been estimated per the joint powers agreement that was established. Here’s a closer description or view of the project layout. You know the city border is right in this area so a significant portion of this project is in Chaska and we’re focused on the portion in Chanhassen but the joint powers essentially it’s part of the entire project here. These improvements that are proposed are reconstructing the roadway to an urban section which includes adding curb and gutter to correct poor soil areas and reconstruct the road to a 10 ton roadway design. Three roundabouts will be constructed at Norex, Peavey, and Trunk Highway 7 as shown near here and here. And pedestrian trail would be constructed on the north side of Lyman Boulevard and upgrades to the stormwater treatments would also be part of the project. So new information for this evening is the project was rebid on December 10th. The engineer’s estimate was $7.525 million dollars. Four bids were received and opened by Carver County. Eureka Construction Chanhassen City Council – January 13, 2020 20 was the low bidder at $5.75 million. This equates to roughly 3 percent over the engineer’s estimate and that’s why we’re here tonight for council recommendation to Carver County is because the JPA indicates that if the amount, bid amount comes in over the engineer’s estimate that the council has to make that recommendation to the county board. So pretty good range from $7.7 to $8.6 so it’s definitely felt that competitive bids were received. From a funding perspective, even though that it’s 3.3 percent over the engineer’s estimate the key is the actual cost to Chanhassen are under the estimated amounts. It’s a somewhat small amount of around $37,000 but it is under so there’s past history on this but you know that has been previously discussed and you know the key part is just essentially getting to the estimated versus the actual funding splits. This is an upgraded projection for the City of Chanhassen’s MSA funds. It was negotiated with the County and a funding agreement and that’s been highlighted in this. Chanhassen will not see a charge until 2021. Considering the project’s going to be for the most part completed in 2020 that’s deemed to be a pretty good deal so $1.5 million was originally proposed to come out in 2020 of the MSA funds that backed up a year. Carver County is also going to provide a no interest loan per se and front some of the cost for the City to the tune, it was originally proposed to be $728,000 which when you see the $145,600 that’s 5 years into that $728,000 number. With the actual bids year 5 is going to shrink $33,000 to a little bit under $112,000 so that in itself is you know the County is helping the City with that. As far as talking to the other project partners MnDOT’s reviewed the bids. Concurs with the project award as does Carver County. Neither really feels that this project’s going to get any cheaper at this point. It was bid in a very favorable time. There was a good response to the project and the bids were within a reasonable range. To date Chaska has been non-committal in their date regarding recommendation. I did check with Carver County today and they still have not gotten a formal concurrence yet from Chaska. They have also not indicated why Chaska is not giving that recommendation one way or the other so. You know of the project partners their cost went up the most so that’s about the only thing in looking at the numbers that I could take away from it but that doesn’t mean that’s part of their thought process. Mayor Ryan: But the project will still move forward with or without Chaska? George Bender: I don’t have a copy of their JPA. Mayor Ryan: Okay. George Bender: If it’s similar to our’s their council would have to give approval or concurrence. So the schedule is basically to have the City Council recommend award by Carver County. Start construction in spring and even though it’s a very big project the project documents are requiring completion in 2020 so I would assume that it will practically go right up to winter. Todd Gerhardt: So George what was the original bid amount back in May? George Bender: I believe it was $8,889,000 roughly. I’d have to look that up for confirmation. I do have that number here. Chanhassen City Council – January 13, 2020 21 Todd Gerhardt: So roughly $137,000 less by waiting to rebid it? Or $1,137,000. $1,137,000 sorry. Forgot a number. Big number. George Bender: Yeah I was correct. It was $8,889,000 and some change. So essentially it is a much better deal. They did make a few changes when they rebid the project. The engineer’s estimate went down about $150,000 but overall you know the project went down well over a million dollars and so it seems like it was a good decision to wait 6 months so. Mayor Ryan: Great. George Bender: You know I’ve personally worked with Eureka Construction before. They are a good contractor so you know if there was any concerns relative to who got the project I don’t think that that’s really applicable at this point. So that leaves me with the City Council considering a recommendation to approve a resolution to award the low bid to, for this project to Carver County for Eureka Construction and I’ll stand for questions. Mayor Ryan: Great thank you. Council any questions? I don’t have any questions but Mr. Bender could you go back to your funding page please? One more slide. And this is more just for a point of clarification because when you look at this and I’ll ask Todd, or Mr. Gerhardt to speak on it but this was a section of road that gave council a lot of heartburn over the past couple years and we did talk about it but because of the joint powers agreement that’s been in place since 1994. Again updated in 2008 and it’s a significant, an important road for the continuation of Lyman Boulevard. It’s something that the council agreed to move forward on it but Mr. Gerhardt if you want to add any comments to this I think it’s important to highlight just because it is a significant amount coming out of our MSA funds. Todd Gerhardt: Sure Mayor. Can you bring up the map that showed, that one. Okay. Where you see Chanhassen High School, Lyman Boulevard, the blue line that goes south is called Audubon and half of that road is within Chanhassen and half is within Chaska and Chaska rebuilt Audubon I would say approximately 15 years ago and that is why we are picking up more of Lyman Boulevard and it’s not going all the way to 41. It’s really going to Peavey. The two grants that Carver County received is for 41. The yellow line to the east and the little bit up to Peavey so that portion of Lyman is our responsibility based on the agreement that we had with Carver County and Chaska because Chaska paid for Audubon Road in Chanhassen so we’re paying for more of Lyman Boulevard that sits in the city of Chaska. Mayor Ryan: And if you flip to the next slide, an important part of or I suppose either slide works but important part of this segment of road because when you look at the volume it’s not as high as some other areas that may need attention but the importance of this is because of the development that’s happening there. We have a large commercial industrial site right there as well as leading to the high school and then ultimately when Avienda gets developed it’s going to be a high traffic road and definitely needed the upgrades but I just want to comment on it Chanhassen City Council – January 13, 2020 22 because it is, it is a significant hit to our MSA dollars and I think there’s a decimal error in your, unless I read it wrong. The MSA funds. So is it, it’s the $1.6 million in 2021? George Bender: Are you looking in 2021? Mayor Ryan: Yep. George Bender: That’s the $1.5 million plus the $145,600. Mayor Ryan: And so in 2021 it’s the, it’s all of it and then taken off $145,000 for the remaining year out of MSA, is that what we’re doing? George Bender: Essentially it’s. Todd Gerhardt: If you remember we went to a legislator last year to try to received $728,000 in State funding. Mayor Ryan: Yes. Todd Gerhardt: So that’s the $145,000 over the 4 year period with the exception of 2025 and that’s less because of the savings of $37,000. Mayor Ryan: Okay so that was the gap that we were looking to cover. Todd Gerhardt: Yes. Mayor Ryan: Was coming out of the MSA. Todd Gerhardt: Yes. Mayor Ryan: Alright perfect. Todd Gerhardt: And go back to that other map. The Mayor’s absolutely right that this road is going to see substantial traffic increase where it says Lyman Boulevard. Existing signal. There’s a 700,000 square foot office industrial facility going into that location with probably close to 800 new jobs. Also Victoria families with high school kids use this as an access to get to the Chanhassen High School and there’s talk amongst Carver County and Victoria to get Lyman Boulevard extended over to Bavaria Road and that Victoria, Chaska and Carver County are working on an agreement to extend that road over so you will see substantial traffic increase for that. Not just to get to Avienda but also to 212 and other amenities in that area. Mayor Ryan: Perfect. Thank you Mr. Gerhardt. Council any motion? Chanhassen City Council – January 13, 2020 23 Councilwoman Coleman: Sure I’ll make a motion. The City Council approves a resolution awarding the low bid received from the Lyman Boulevard improvement project to Eureka Construction Inc. Mayor Ryan: We have a valid motion. Is there a second? Councilwoman Tjornhom: Second. Resolution #2019-02: Councilwoman Coleman moved, Councilwoman Tjornhom seconded that the City Council approves a resolution awarding the low bid received for the Lyman Boulevard Improvement Project (TH 41 to Galpin Boulevard) to Eureka Construction Inc. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Mayor Ryan: That motion carries 4-0. COUNCIL PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS. Todd Gerhardt: I’m excited to announce that we’ve hired a new Water Resources Coordinator. Matt Unmacht. He comes to us from WSB. He’s worked for them for 5 years under their Director of Water Resources Andy Moffat and Andy has been our interim Water Resources Coordinator and so I’m excited. Charlie’s excited. Jake’s excited because we’ve talked to this young man for several months and Ryan I think even, yeah Ryan met him and so it took a little convincing but we got him and I sent his dad an email and told him I definitely will not break him as we have him here and his dad is the Executive Director of the League of Minnesota Cities. Previous Scott County Administrator and I think City Manager in Savage also so, and he is not an Iowa Hawkeye fan like his dad so that’s even better and he’s ready to row the boat and check our wetlands and support the University of Minnesota. Mayor Ryan: Perfect, thank you Todd. CORRESPONDENCE DISCUSSION. None. Councilwoman Coleman moved, Councilman McDonald seconded to adjourn the City Council meeting. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The City Council meeting was adjourned at 8:30 p.m. Submitted by Todd Gerhardt City Manager Prepared by Nann Opheim CHANHASSEN CITY COUNCIL WORK SESSION JANUARY 13, 2020 Mayor Ryan called the work session to order at 5:25 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilwoman Tjornhom, Councilman McDonald, and Councilwoman Coleman COUNCIL MEMBERS ABSENT: Councilman Campion STAFF PRESENT: Todd Gerhardt, Jake Foster, Kate Aanenson, Todd Hoffman, Charlie Howley, George Bender, Erik Henricksen, and Greg Sticha PUBLIC PRESENT: Spencer Cossalter SEH, 3535 Vadnais Center Drive, St. Paul Lindsey Roberts McKenzie SEH, 3535 Vadnais Center Drive, St. Paul Robert Boisclher 16924 68th Avenue No, Maple Grove Liv Horneland 16924 68th Avenue No, Maple Grove Kurt Hainbecker North American Properties Mark Morris North American Properties Darren Dobbins UD Architects BLUFF CREEK PARTNERS DISCUSSION OF POTENTIAL DEVELOPMENT Kate Aanenson provided background information and outlined the future planning process schedule. Liv Horneland discussed present uses included in the PUD and background information on North American Properties who are based out of Texas. She discussed issues with the topography of the outlot for development potential for apartments and office/retail. A representative from North American Properties provided background information on their development in the Minnesota market and their belief that there is a need for apartment development in Chanhassen. He outlined that they are estimating 220 apartments consisting of studio, 1 bedroom and 2 bedroom apartments at affordable rates. Kate Aanenson clarified the city’s zoning regulations for this area of the city. Mayor Ryan asked for clarification of the proposed retail being discussed and if development of the 7 acre outlot is contingent on development of the property to the east of this outlot before encouraging the development team to continue to work with city staff. The representation from North American Properties asked for clarification on the council’s thoughts of locating an apartment building in this location and height requirements. KEY FINANCIAL STRATEGY: STUDY AND CONSIDER INFLOW AND INFILTRATION (I&I) INITIATIVES. City Council Work Session – January 13, 2020 2 Erick Henricksen introduced Spencer Cossalter and Lindsey Roberts McKenzie with SEH who provided highlights of the Inflow and Infiltration Study that was performed in 2019. Included in the study is the surcharge program instituted by Metropolitan Council of Environmental Services, sewage flow monitoring process, private infrastructure such as sump pumps and foundation drains versus public infrastructure, and potential action items, both public and private to address the identified I&I issues including an update to the sewer ordinance, develop and implement public education program, implement a private property inspection program, and prioritize sewer districts. Mayor Ryan asked for clarification of the City’s current sewer ordinance. Spencer Cossalter explained their recommendation would be that the City establish a point of sale inspection program and associated program costs of $366,000. Mayor Ryan asked staff to explain the next steps moving forward. REVIEW 2020 KEY FINANCIAL STRATEGIES LIST FOR PRIORITIZATION. Todd Gerhardt asked if there were any additions to the key financial strategies list before reviewing the list of priorities established by the City Council at their January 4th work session. Mayor Ryan explained that under organization items all positions will remain the same. Mayor Ryan adjourned the work session at 7:00 p.m. Submitted by Todd Gerhardt City Manager Prepared by Nann Opheim CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Receive Senior Commission Minutes dated December 20, 2019 Section CONSENT AGENDA Item No: D.2. Prepared By Sharmeen AlJaff, Senior Planner File No: PROPOSED MOTION “The City Council receives the Senior Commission minutes dated December 20, 2019.” Approval requires a Simple Majority Vote of members present. ATTACHMENTS: Summary Minutes CHANHASSEN SENIOR COMMISSION MINUTES December 20, 2019 MEMBERS PRESENT: Jerry Cerchia, Bhakti Modi, Ruth Lunde, Mack Titus, Lisa Lyon, Dorina Tipton. MEMBERS ABSENT: Carol Buesgens STAFF PRESENT: Sharmeen Al-Jaff, Mary Blazanin. GUESTS PRESENT: Dawn Plummer This meeting was preceded by the Senior Commission Holiday breakfast commencing at 9 am. At 10 am Commissioner Cerchia called meeting to order. Approval of Agenda: Commissioner Tipton moved to approve the Agenda. Commissioner Titus seconded the motion. All voted in favor. Senior Commission Minutes: Commissioner Titus moved to approve the Minutes. Commissioner Lyon seconded the motion. All voted in favor. 4th of July Charity: Sharmeen Al-Jaff presented information on the charities included in 4th of July Bingo donations in past years. To ensure maximum outcome, the senior commission voted to continue with the same charity as in 2019 – namely Chaska Area Fishing. All voted in favor. Goals and Objectives: Following the November meeting, the Senior Commission continued discussions on 2019 goals - to determine changes or updates for 2020. Discussions centered primarily how the Senior Commission can impact advocating for affordable housing and universal design as standards for the future of aging in place. Commissioner Modi in conjunction with Mary Blazanin will identify ease of website access pathways and make recommendations. ACT on Alzheimer’s Update: The December Maple Corner Memory Café meeting involved the creation of an ornament. The project was thoroughly enjoyed by all attendees. Senior Commission Comments: Mary Blazanin recommended the Senior Commission meeting in March 2020 to include the Senior Advisory Board and to be held at Riley Crossing. All voted in favor. Adjournment: Chairman Cerchia called for meeting adjournment. Commissioner Lunde moved to adjourn; Commissioner Tipton seconded the motion. All voted in favor. Prepared and submitted by Sharmeen Al-Jaff CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Receive Economic Development Commission Minutes dated December 11, 2019 Section CONSENT AGENDA Item No: D.3. Prepared By Nann Opheim, City Recorder File No: PROPOSED MOTION “The City Council receives the Economic Development Commission minutes dated December 11, 2019.” Approval requires a Simple Majority Vote of members present. ATTACHMENTS: Summary Minutes CHANHASSEN ECONOMIC DEVELOPMENT COMMISSION REGULAR MEETING DECEMBER 11, 2019 Chairman Jim Sanford called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Jim Sanford, Kathleen Donovan, James Ebeling, and Steve Stamy STAFF PRESENT: Greg Sticha, Finance Director; and Jake Foster, Assistant City Manager APPROVAL OF MINUTES: Commissioner Ebeling moved, Commissioner Donovan seconded to approve the Minutes of the Economic Development Commission meeting dated November 13, 2019 as presented. All voted in favor and the motion carried unanimously with a vote of 4 to 0. REVIEW OF 2019 UTILITY RATE STUDY. Greg Sticha provided background information and highlights of the 2019 Utility Rate Study that was presented to the City Council. Commissioner Ebeling asked for clarification of when SAC fees are charged. Chairman Sanford asked for clarification of how and when utility rates are charged. Greg Sticha continued with discussion of the pros and cons associated with implementing a business subsidy program. Greg Sticha suggested commission members come to the next meeting in January with a list of goals to accomplish in 2020. Commission Donovan moved, Commission Ebeling seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The Economic Development Commission meeting was adjourned at 8:05 p.m. Submitted by Greg Sticha Finance Director Prepared by Nann Opheim CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Receive Park & Recreation Commission Minutes dated December 10, 2019 Section CONSENT AGENDA Item No: D.4. Prepared By Nann Opheim, City Recorder File No: PROPOSED MOTION “The City Council receives the Park and Recreation Commission minutes dated December 10, 2019.” Approval requires a Simple Majority Vote of members present. ATTACHMENTS: Summary Minutes Verbatim Minutes CHANHASSEN PARK AND RECREATION COMMISSION REGULAR MEETING SUMMAARY MINUTES DECEMBER 10, 2019 Chairman Boettcher called the meeting to order at 6:30 p.m. MEMBERS PRESENT: Jim Boettcher, Meredith Petouvis, Joe Scanlon, Karl Tsuchiya, Matt Kutz, Sandy Sweetser, and Haley Pemrick STAFF PRESENT: Todd Hoffman, Park and Rec Director; Jerry Ruegemer, Recreation Superintendent; Priya Tandon, Recreation Supervisor; Jodi Sarles, Rec Center Manager; Adam Beers, Park Superintendent; and Mary Blazanin, Senior Center Coordinator APPROVAL OF AGENDA: Kutz moved, Petouvis seconded to approve the agenda as presented. All voted in favor and the motion carried unanimously with a vote of 7 to 0. PUBLIC ANNOUNCEMENTS: None. VISITOR PRESENTATIONS. None. APPROVAL OF MINUTES: Tsuchiya moved, Petouvis seconded to approve the verbatim and summary minutes of the Park and Recreation Commission meeting dated November 26, 2019 as presented. All voted in favor and the motion carried unanimously with a vote of 7 to 0. YEAR IN REVIEW PRESENTATION. Jerry Ruegemer showed a power point presentation at this point in the meeting. OLD BUSINESS. Todd Hoffman presented an update on the status of the Arboretum trail which is currently on hold. REPORTS: REC CENTER QUARTERLY UPDATE. Jodi Sarles presented the quarterly update on activities at the Rec Center. PARK MAINTENANCE QUARTERLY UPDATE. Adam Beers presented the quarterly update on activities provided by the Park Maintenance Department. SENIOR CENTER QUARTERLY UPDATE. Mary Blazanin presented the quarterly update on activities at the Senior Center. COMMISSION MEMBER COMMITTEE REPORTS. None. Park and Recreation Commission Summary – December 10, 2019 2 COMMISSION MEMBER PRESENTATIONS. None. ADMINISTRATIVE PACKET. Todd Hoffman provided highlights of administrative items being discussed by city staff. Tsuchiya moved, Kutz seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Park and Recreation Commission meeting was adjourned at 7:15 p.m. Submitted by Todd Hoffman Park and Rec Director Prepared by Nann Opheim CHANHASSEN PARK AND RECREATION COMMISSION REGULAR MEETING DECEMBER 10, 2019 Chairman Boettcher called the meeting to order at 6:30 p.m. MEMBERS PRESENT: Jim Boettcher, Meredith Petouvis, Joe Scanlon, Karl Tsuchiya, Matt Kutz, Sandy Sweetser, and Haley Pemrick STAFF PRESENT: Todd Hoffman, Park and Rec Director; Jerry Ruegemer, Recreation Superintendent; Priya Tandon, Recreation Supervisor; Jodi Sarles, Rec Center Manager; Adam Beers, Park Superintendent; and Mary Blazanin, Senior Center Coordinator APPROVAL OF AGENDA: Kutz moved, Petouvis seconded to approve the agenda as presented. All voted in favor and the motion carried unanimously with a vote of 7 to 0. PUBLIC ANNOUNCEMENTS: Tsuchiya: I don’t know if it’s here but Saturday’s light ceremony was awesome. That was a lot of fun. Hoffman: Yeah. Doesn’t it look great out there? Tsuchiya: It was good. Boettcher: Was Santa Clause in the hut again? Tsuchiya: I don’t think he was in the hut was he? No. Hoffman: He was there. Tsuchiya: He was there but I don’t think he was in the hut. I think he was out in the open right. Boettcher: All the kids know that’s a trick now. They figured out. Hoffman: We can share good news. Really great news that last night the City Council did approve the 2020 budget and it does include another full time maintenance staff person. Boettcher: Oh good. Hoffman: We’ll be advertising shortly. Park and Recreation Commission – December 10, 2019 2 Tsuchiya: Someone else for Adam to boss around. Boettcher: Somebody new to get lunch for you every day Adam. Beers: They’ll be rowing the boat. VISITOR PRESENTATIONS. None. APPROVAL OF MINUTES: Tsuchiya moved, Petouvis seconded to approve the verbatim and summary minutes of the Park and Recreation Commission meeting dated November 26, 2019 as presented. All voted in favor and the motion carried unanimously with a vote of 7 to 0. YEAR IN REVIEW PRESENTATION. Boettcher: Oh what is this? Pictures. Ruegemer: Thank you Chair Boettcher and commissioners. We will, just wanted to put together a power point here and kind of go through kind of a start to finish of 2019. All departments. All divisions participated in this event so we have kind of a fun way to kind of look back and give you a snapshot of 2019 so without further ado I’d like to present. Jerry Ruegemer showed a power point presentation at this point in the meeting. Ruegemer: Just to thank all the staff that did a lot of hard work this summer and I guess all seasons of the year so congrats to everybody else. Just wanted to share successes with you tonight so. Boettcher: Alright. OLD BUSINESS. Boettcher: You want to talk about the trail? Hoffman: Yeah acknowledge that the Arboretum trail is currently on hold. The bids have been rescinded because of the design challenges and the DNR’s failure to acknowledge that they’ll approve it so the County will attempt, they’re going to look at every possible redesign. If the redesign is established and identified then it could be rebid probably between now and March. In order for the federal funding to be secured a pay request has to be submitted by June so you would have to have a design, a bid, award the bid and then have the first pay request by June in order for the million dollar federal grant to be secured. If not it goes away and then the whole process will have to start over again so I’m hopeful they can identify a redesign in that one particular area. When you enter the Arboretum it’s off to the right. That’s the location that has Park and Recreation Commission – December 10, 2019 3 the challenging design. The Arboretum is obviously very interested in having the project completed so they will work side by side with the County to try to identify. Obviously they have a master plan as well and so you just can’t move things anywhere because then that you know presents some challenges with the future design for the Arboretum. There’s also a deer fence as part of the project so wherever the trail goes the deer fence has to go so the deer fence is on inside of the trail towards the Arboretum and they have to go hand in hand so there’s a lot of moving parts. Very difficult project. It’s been about oh 3 years to this point and so we’re hopeful that a few more months the redesign can happen. Marty has made a lot of phone calls to me over the years. I could tell when that one, when I picked up that one that I could tell exactly what the news was going to be just by the tone of his voice so he was very distressed and he’s going to go back and work with SRF to see I they can’t find a new design and then get that back to bid. And you know we were all at the point where we were just wondering if the bids was going to be low enough to fulfill the project. Now we’re off to a location where redesign’s typically aren’t cheaper. You typically go to the cheapest in the design first so we’ll see. There is that, you know there is that chance that somebody will just cut through and say you know sometimes you have to, for example this would be the Arboretum. They would just have to say well let’s just make it simpler and let’s do something we really didn’t want to do design wise or location wise just to get the project underway so I’m hopeful that that might be the case. It might not be the case. And I’m sure we’ll hear probably in the first 30 to 45 days of January or the first of the year from the County on what’s going on. Boettcher: So would they have, did Marty indicate would there be just one revised plan? Would they have a back up on top of the revised one? Hoffman: Well they’re going to look at all alternatives and then they would sit down with the DNR and identify those alternatives and see if they would approve one of those so they’re going to look at a variety of alternatives, which they already have. It’s not like they’re starting from scratch. They’ve looked at a lot of different designs over the time. Boettcher: If the price was to go up does the federal money stay the same? Hoffman: Absolutely yes. Always been the same. Boettcher: Well there went that idea. No it’s just, I mean we discussed a few months ago it was a shock to everybody when the our contribution rate doubled and that was bad enough and then this happened. You know we want it to happen even though it was going to be a bigger bite out of our budget but to have it come down to this and all of a sudden it’s not going to happen because the chance of it, if they don’t have a bid that’s approved by June another 3 years. 4 years? Hoffman: Oh yeah at least. Boettcher: At least. Park and Recreation Commission – December 10, 2019 4 Kutz: I’m a little late to the conversation but do we have any input to say well if we can’t go through that spot can we just go up to that spot and stop and enter the Arboretum from one side only instead of connecting the two and then, I mean and still secure the money because you don’t want to lose out on money. I mean is that, I’m sure they’ve thought of that maybe or I don’t know if we have input to say well we want it done. Our money’s here. Hoffman: Yeah we really don’t. So we’re a silent partner. A cash silent partner. The land owner is the Arboretum and the contractor is the County or the owner is the County so, and the Arboretum is likely not going to just want people just dropped at their street so they’re going to want to see but they’re very interested. The Arboretum, the current management, administration there really sees this as an attribute to actually reduce some car parking in their facility. Having people arrive by bike or other means. Other pedestrian means so they see it as a real benefit to the Arboretum. They want to get it done. They were just as shocked when their contribution went from $625,000 to a million two five and you need to remember that the Arboretum is not charging for that land which is unusual. Traditionally they charge for that land for public improvements for, you know that are being completed by outside agencies like the County. That would put the project completely out of sight and so the fact that they’re cooperating. Allowing this trail to be built on their property and then also paying the million two five, we’re a long ways down towards getting a positive project. And of course this design is all to replace what would be on Highway 5 so our Comprehensive Plan, the City’s Comprehensive Plan shows a trail along Highway 5. Again which I indicated tonight if that was to be the case, if you were to build it right you’d have to build that on a bridge. You’d just have to completely build a bridge and the State knowing that it would likely be upgraded to a four lane highway what they would say at some point in the future, they’d say you can build it. It’s not going to stay there. It’s going to be taken out and a four lane highway’s going to be put in at some point so that’s really not an option but that was, you know that’s why this seemed like such a good plan is to go off line. Off the highway. Into the Arboretum and make the trail you know a much more pleasant experience going through the Arboretum than right adjacent to Highway 5. Boettcher: Anybody else have any discussion? Questions? Sit and wait. Alright. REPORTS: REC CENTER QUARTERLY UPDATE. Boettcher: Jodi looks like your’s. Sarles: Thank you Chair Boettcher, commissioners. Good evening. Just give you kind of some brief updates of what’s going on at the Rec Center right now. I just left then, we are training a bunch of new Super Heroes so there were 10 kids and little ones, 3 and 4 year olds out in the gym practicing all their tumbling and throwing and running skills so in a week they will graduate to Super Heroes so hopefully protecting us. Then we’re also running some track and field for little bit older kids. Those programs continue on and are successful. Our next stop will be floor hockey so that will be fun in January. We had a few, a couple activities here. We just finished Park and Recreation Commission – December 10, 2019 5 up the Artisan Fair so that’s the 11th one we’ve had. That’s all hand crafted items that we have the vendors come in and they pay for their table. A nominal fee. We had about 350 people and we collected, we collect food for the Food Shelf here so the Artisan Fair we usually donate one to PROP and then with the Holiday Boutique we’ll donate some food there to Bountiful Basket. And so that was 174 pounds of food was collected for PROP and this past weekend, writing these reports it’s always interesting when you don’t have any significant information beyond it but we did, we had 40, I think we actually had 41 vendors and again we collected that food and it was 129 pounds this past weekend and then a $ cash donation as well so it was very appreciated from the folks at Bountiful Baskets. I dropped that off yesterday. Again another successful event and very steady throughout the day so probably about 350-400 people again. A little update we’ve done with the, we’re modernizing our facility rental reservations so we’re kind of into the almost 2000’s now that we have an online system where you can submit for indoor reservations there so we’ve had about 4 so far since it started about 3 weeks ago so it’s just another way people can get that process going on their time and not waiting for me so it’s kind of a nice little addition. As far as some adult activities, our Fit for Life program is really a popular one. Very positive for the folks that participate so we tend to get less reservations and more drop in’s so I think it says here 47 people registered throughout the year and then we had 542 drop in visits for all those sessions so our instructor Kay Benson, she does really a fantastic job and we really appreciate what she does to keep folks active, moving and busy here. The personal training this year is again been very successful. We’re down to just one trainer for the most part, Julie and she also works the front desk. She’s done 166 one hour sessions this year so it’s a pretty good, good amount for one person to be putting in there so on a part time, part time part time basis. Again we just, yoga is offered every Tuesday night. We have two different classes. We get about 17 people that participate in that and then pickleball. Pickleball, pickleball. Can hear more than I do so we have a time every day where somebody can come and play pickleball so we are trying to meet the needs of our very vocal community. We offer beginning lessons and then we’re also having another tournament this January that we do with Chaska and Victoria park and rec departments. They have 6 courts over in Victoria so we typically hold it there so it’s kind of a fun little tournament for the folks to participate in. And then as far as we, with the addition of Silver Sneakers and Renew Active this year we’ve had about 1,000 visits throughout those two companies there that provide it for free. For seniors to come in and use the Rec Center so it’s been a nice partnership. And then we did have a free happiness seminar that Silver Sneakers provided for us as well so a few things. We’re in the punch card sale right now so if you buy a 40 punch card you get a 10 punch card free. That’s very popular. And then the last one is we have our winter showcase is going to be in February so I think that’s Feb Fest day. It always is so I am not going to be, I’d encourage you to come to that so that you can be at Feb Fest to volunteer. I can get you a recording so, but thank you commissioners. Anybody have any questions for me? Boettcher: Anything for Jodi? I was over there Friday for the Senior Center, the Christmas lunch and the pickleballers were, I think one of them chased the other one off the court. I don’t know what was happening there. I didn’t want to. Park and Recreation Commission – December 10, 2019 6 Sarles: Take a day off and then. Boettcher: It sounds like you’ve always got stuff going on over there. It’s really pretty amazing. Sarles: Yeah. Boettcher: So great job, thank you. Sarles Thank you. PARK MAINTENANCE QUARTERLY UPDATE. Boettcher: So next up Adam, park maintenance. Beers: Thank you Chair Boettcher and commissioners. I’m going to be short and sweet so we can get to our other meeting. So staff right now has been working really hard to get ready for hockey. Tonight’s going to be our first night with our new flood truck. We have two staff members going from 11:00 p.m. to 7:00 a.m. so this is our first night of making ice. Been getting a lot of calls from I don’t know coming to Jodi and Jerry and Priya about when and why we don’t have ice already even though it’s been 40 degrees. So now we’re optimistic that this will all stay and it won’t warm up enough to lose it so we’re just going to go when we can and that will be that so we’ve been kind of just switching gears. We’ve had a few snow events under our belt now so we’re kind of getting used to getting everyone back into that mode and starting in the middle of the night to get everything cleaned off. I think we’ve done a pretty good job so far with our first few snowfalls to get everything open in a reasonable amount of time for everybody to kind of get to work and use the trails in the morning so it’s been good. Like Todd said we have another staff member coming on board. We’re going to advertise for that so that’s kind of a, it’s the first employee in 21 years to be added to our division so it’s kind of a big deal for us. Other than that we’re just kind of getting ready for Feb Fest now. Now that the tree lighting’s over we’ll kind of be cleaning up and we’ll be starting our preparations for the ice fishing contest so that’s a little bit of what we’ve got going on. Boettcher: I know you’ve said this in the past Adam and just for some of our newer commissioners. What is the time, we have a 6 inch snow and you guys get out there cleaning trails because we always used to hear it, well the trail and the sidewalk in front of my house is not cleaned until 3:00. What is the time if you started at 7:00 in the morning to clear everything? Beers: So the last few, as an example our last event we had 2 ½ inches and that typically requires you know 6 to 7 guys going from, I think we started at 4:30 and then we worked until about 5:00-5:30. A couple guys kind of petered out because they had obligations to get their kids so it’s a full day and that’s not including rinks so that’s when we throw that in the mix it becomes you know, we’re either starting earlier if we can, if the snow has stopped or we’re Park and Recreation Commission – December 10, 2019 7 working late or some things don’t get done so it typically would take you know 12-13 hours with 6 or 7 staff members going. Hoffman: And that’s more than a full day. 4:00 to 5:00. Beers: Yeah. Hoffman: So last year, well this year I believe our overtime is going to be about $100,000 in all divisions in public works so that’s one of the reasons you’re seeing those two positions. There’s a position coming into street maintenance as well. Full time position and full time position coming in at park so when you have $100,000 in overtime you know you have a staff shortage and that should help with that. Beers: Yeah absolutely. Boettcher: Sandy you had a question? I saw you playing with the button there. Sweetser: No I just moved it over… Boettcher: Well and like I said I know in a couple years past you had talked about it so if you get a request, if somebody calls in at 10:00 and they say my kids are out there and there’s snow on the sidewalk, on the trail or whatever, do you then will you prioritize that neighborhood the next time? How do you, because you can’t be everywhere at 7:00 in the morning. Beers: Yeah it’s kind of a delicate balance. We don’t do that. We try not to grease the squeaky wheel as much as we can. We prioritize all of the, you know public safety. Jodi’s school, Rec Center and all the school walking grounds so the stuff around the high school. The stuff going down Kerber and the elementary school here is priority one. 78th. The sidewalks. We want to try to have them all open by business hours, by 8:00 so that alone will, I mean we barely make that as it is so having another person is going to be a huge benefit to trying to reach those goals at a reasonable time. So we try not to you know bounce around too much. People are pretty understanding if I can get on the phone with them and explain the process. A lot of times they just don’t know and a little education goes a long way. Kutz: Adam do we send out an email when the rinks are ready to be used? I think I thought I saw somewhere it’s like December 15th through the end of February where it’s like the standard hours but if we’re going to open it early do you have anything, notifications out there? Beers: Yeah typically Jerry and I will, you know we’re communicating with Priya and trying to make sure we’re getting out as much information as we can about you know when the process starts because we’re kind of handcuffed by the weather and frozen ground so Jerry’s actually got a little. Park and Recreation Commission – December 10, 2019 8 Kutz: A social media post. Ruegemer: Kind of ready to go. Kutz: Okay perfect. Beers: Just to kind of keep everybody up to speed. Boettcher: Have you gotten any feedback from Pioneer Pass? Are they thankful that it’s coming? Beers: I haven’t heard anything. Boettcher: Haven’t heard anything? Because we had what two parents or three or whatever it was that were here back in September or something. Beers: Yeah it’s already to go. We moved a few tables around and pushed all the snow off of the ballfields so we’re, it should go in nice. Boettcher: Anything else for Adam? Great job Adam. Thank you very much. Hoffman: I’m going to have Adam talk a little bit about flooding grass versus flooding asphalt so everyone understands the difference and where we’re at with the current frost cycle and just how that works. Beers: Yep so typically in a perfect world we would wait until you know in the ballpark of 6 inches or more of frost in the grass to start because a lot of times what will happen is when we’re putting that room temperature water down, if there’s less than that it will start to pull the frost out and then the water will just leech through so it’s a real kind of a, when we’re starting it’s a delicate balance of flirting with starting too early and we’re kind of at that point right now so for sure staff’s going to be out flooding the bituminous rinks. All the asphalt. Those are, they’re all kind of shaped like a pool, like a bowl and we plug the drain so that you know the water can’t leave so it’s just a matter of time. It’s going to be 9 below tonight so that with little short of bursts of water will, that will start so when they get out there at 11:00 they’re going to go probe around and check and see if we can go and if we can great, we’re going to do it but if we have to wait it’s better to do that in the long run so that we don’t go backwards so. Yeah right now, you know as of yesterday we didn’t have any frost in the ground. You could stick a finger right in so with it being super cold the last couple night it goes fast. There’s a lot of moisture in the ground so it’s not going to take long to freeze so. Kutz: I’m not advocating for this but have you ever used liners in the past on any of rinks that you’ve tried? Park and Recreation Commission – December 10, 2019 9 Beers: Not in this situation. The facility I used to work for we did that and it’s a completely different animal to tackle I think with the number of rinks we have and the size of the rinks that we have, it’s not really a feasible option. I don’t think you get a, there’s a lot more headaches that go into it. A lot of things that can go wrong. We were, the place I came from we were doing, they were pond hockey sized rinks so they were probably you know about a quarter of the size and we would fill them like a pool up to 16 inches and that would take 2 weeks to freeze so it’s, I think the system we have in place is the right option. It’s just you know we’ve just got to have the right conditions to get going. Kutz: Good. Hoffman: And the new truck adds to the other trucks so there’s two trucks going. Beers: Yep. Hoffman: They fill up at public works with water and they head out. Beers: You know when it’s 9 below or anything below zero they can, I mean just turn and burn and keep going so by the time the get the first one on there you know they split the city kind of north and south of Highway 5 and then just, they just keep going. Going, going, going all day long so a lot of coffee and radio time. Tsuchiya: Adam what is the scientific instrument used to determine the frost level? Is it a spade shovel or? Beers: Screwdriver. That’s kind of our go to. Tsuchiya: Okay. Alright, Beers: We do have a frost probe. Just a, never mind. It’s a piece of rebar but pretty high tech. Boettcher: Hammer and chisel. Tsuchiya: Alright. Boettcher: How many rinks total in the city? Beers: Let’s see, 8. 9. Boettcher: Alright, thank you Adam. Beers: Absolutely. Park and Recreation Commission – December 10, 2019 10 SENIOR CENTER QUARTERLY UPDATE. Boettcher: Next we have senior center. Mary. Looks like you’ve got a bunch of updates. Blazanin: Thank you Chair Boettcher and commissioners. So we are wrapping up our winter, our early winter programs with seniors here and we continue to see many new folks coming in as well as regular attendees and actually now I’m seeing some folks who hadn’t been coming in a while and now are starting to come back so that’s been fun to get to know some new folks. A lot of stuff going on. So a lot of holidays, a lot of parties happening in the last few months. We’ve had our Octoberfest. We’ve had our Crazy Hat Day which was on Halloween. Our annual pancake breakfast where this year for the first time I offered the breakfast for free to veterans who signed up so that was a big hit. We had 65 folks show up for that and staff was cooking up pancakes for me. It was a really fun day. It was a good morning. Our annual holiday party was just this last Friday. We had quite a few. Jim was there. Great lunch. It was really good. Boettcher: Real good. Blazanin: And then for the first time this year we’re going to have a New Year’s Eve party. I promised I’d have everybody get home by 2:00 so they could, so we have a New Year’s Eve party and it’s filling up nicely so that will be fun. We partnered again this fall with Chaska. With Chaska Lodge on a number of trip and play outings. It just really helped us to be able to fill up a bus so we kind of split the cost on the transportation. Purchase tickets together and then show up. It’s also a really great way to build community between the two cities which I really enjoy. We did a walking tour of Mankato and driving and dining down there last October. We’d like to go up to St. Cloud to their Paramount Theater which is a beautiful venue. They have a lot of variety of shows up there. We’d like to go to Bloomington. There’s a new Ives Theater connected to the Masonic Home. They offer a lot of kind of home grown plays which are fun to see and then of course the annual Church Basement Ladies show. Got to hit that one so that was actually coming up next week. Just a few highlights from this year. Still strong on educational and informational classes. I’ve discovered that Chanhassen seniors really love to learn so I’ve found a number of speakers who could come in and do historical presentations. We had someone come in to talk about the 1936 Olympics. The Queen’s Gardens in England. Our Veterans Day pancake breakfast I had a woman come in from the Rosie the Riveter Foundation and talk about the Rosie’s of World War II. We’ve also done some health care informational kinds of things. Group of folks came in and did a discussion on how to have care conversations with your loved ones so those are just some samples. We continue to host AARP Safe Driving classes for seniors and those are popular. We do at least once a month for those classes. Our in- house dining is still growing. We’re still seeing new folks coming in for meals and they have increased their home deliveries as well and I suspect that will go up even more this winter as people are more homebound so still trying to just partner with them and have events that will, that will allow people to stay afterward and have a meal with CAP Agency. Our creativity groups are still thriving. We’ve got book clubs and wood carving and all kinds of card games. Our Chan-o-Laires is going strong. Diane who was the long term director there moved out of Park and Recreation Commission – December 10, 2019 11 town. We have a new director now, Carol who is just doing a fabulous job and she’s agreed to stay on for the year and then she’s going to decide what she’ll be doing next after that but hopefully she’ll decide to stay. She’s really been doing a fabulous job on that. During the month of November we highlighted National Alzheimer’s Awareness Month with a variety of speakers and events. It was a pretty full calendar but one of the best ones was we went over, we partnered with the Chanhassen Cinema. They hosted our group and allowed us to show a movie called Glen Campbell. The Story of Glen Campbell called I’ll Be Me. It was a documentary on his life. He was diagnosed with Alzheimers disease and had, already had a series of concerts that he had booked and the family chose to continue to allow him to perform and it was just a really wonderful movie documenting this progression through the disease and how the family dealt with that and how his fans dealt with that and it was very informational too. A lot of information about just what does that disease look like. We had close to 80 people attend that. A lot of local businesses helped provide food so that they could sit through the movie and just enjoy it. Cub Foods, Lunds and Byerlys, Chick-fil-A all provided food and then we did a, we had afterwards a panel discussion to talk. To give people a chance to kind of talk about what they learned or what they knew and to give them information about where to go if they’ve got some family members that are struggling with memory loss. Our most exciting project however of the year was remodeling the Maple Room. Remodeling that maple corner and I know you all knew about that and heard about that. It was really quite a flurry of activity for a few short months but it looks beautiful. If you have a chance walk down there and take a look at it and already starting to see some coffee groups show up. Some seniors who are just looking for a place to bring their laptop and do a little work. Small groups. Book clubs. Discussion groups are all starting to kind of pop up and I’ll be promoting that more and more into next year. Along with that a remake of the maple corner we also have kicked off our new Memory Café program. That started in November. We also will have another one this Thursday. Be our second one and we’re partnering with a lot of community programs to make that happen and that’s just an outreach for folks who are caregivers and have a loved one at home that they’re dealing with who has some memory loss. It’s a place for them to come and hang out and have fun. We have artists coming in. Musicians coming in. All kinds of fun things to do while people are coming in to hang out with us in our Memory Café. In all of this throughout the year we’ve just been gaining some strong partnerships with many community organizations and businesses. Especially Carver County Health and Human Services, the CAP Agency, Chaska Lodge, Eastern Carver County Schools. I’m actually working with a young man now who wants to start a tech training program. He wants to teach seniors how to use those Smartphones that their children give them and they don’t know how to use. So I’m excited that he’ll be starting that up after the first of the year and be able to meet with folks and work with them one on one to teach them how to do tech stuff so that will be fun. We’ve also been working with Southwest Prime on getting information out about transportation services that they offer. They’ve just started a new program called Prime MD which will help people get to and from medical appointments as well so we’re just helping them get the word out on that. Also people have been using it to come to the senior center so that’s great so a lot of stuff going on. We’re going to keep them busy. We’re going to keep them active. Keep them coming. Do you have any questions? Park and Recreation Commission – December 10, 2019 12 Boettcher: I don’t know if any of the seniors can get a nap anymore with all that stuff. You’ve got so much going on. Blazanin: We can put a murphy bed in that maple corner room. Boettcher: So I was, as Mary stated I was at the Holiday lunch at the Rec Center on Friday. Who was the caterer because that was really, that was a great meal. Blazanin: It was Greg’s Catering. Yeah they do a fabulous job. They’ve been catering that event for about 6 years now for us. Boettcher: Okay, and they had cookies. I was sitting right near Mary by the table and the cookies were right here and Councilor Coleman and I were sitting there. We were taking turns. I had her grabbing some for me so. I might have had a couple in my pocket when I left, or not. Blazanin: I’m glad you enjoyed them. Boettcher: Anyone have any other questions for Mary? Any discussion? Alright great job. Thank you. COMMISSION MEMBER COMMITTEE REPORTS. None. COMMISSION MEMBER PRESENTATIONS. None. ADMINISTRATIVE PACKET. Boettcher: Administrative packet, we didn’t have one. Hoffman: I’ve got a few notes for the commission. Boettcher: Good. Hoffman: I think some of the stuff I’ve shared by email but By-laws will be reviewed in January so you can anticipate to see those. Zoey our youth commissioner, thanks to Sandy for coordinating that, will be appointed by this commission so you’ll appoint her in January when she’s here and she’ll start that evening so welcome Zoey. Probably have her sit over here I’m thinking right? So we’ll have Zoey here. If you’re not aware public works, our public works labor is unionized and we are in the middle of union negotiations again for 2020 so if you’re not aware we are a union shop and we’re negotiating that contract. Sweetser: What union is that Todd? Hoffman: What union are they? Park and Recreation Commission – December 10, 2019 13 Ruegemer: The 49er’s. Hoffman: 40er’s yep. And that’s relatively new. This is the third contract I’m thinking. The Rec Center, so when, as a cooperative with the school they lead most of the capital projects so they pay 76 percent of the bills, we pay 24 percent of the bills at the Rec Center. That’s how the agreement, the lease agreement is written and so they’re going to do a recommissioning of the whole HVAC, so that will cost us $10,000 to $15,000. Something like that or 24 percent and so those type of expenditures are not always programmed. They contact us. They say hey we’re doing this project. Are you onboard with that? We’ll be sending 24 percent to you and so administratively we talk that over and that was approved today by city management to allow that to happen. They’re doing all their schools so everybody, each school gets a break and it’s basically taking a look at your current system and recommissioning it to make it work much more effectively. Efficiently. Find out if there’s any deficiencies that can be repaired and so that’s a pretty big deal. Let’s see, oh and the Arboretum trail. So this is something I encourage commissioners to do and so you can, as commissioners always take the opportunity to have a desire to do that to advocate on behalf of the trail project. And so if you know any county commissioners, if you know somebody at the Arboretum, just find their email. Send them a note. Say hey this is you know so and so from the park board. We know that the trail project has got a little bit of a hiccup right now. We just want to make sure, let you know that we continue to be in support of this. You know just one or two emails from one or two of you to any kind of people that have a future decision in that kind of a project, that plays a big different and so if there’s nothing that anybody hears then often times as they’re working through these things they say you know what, we’ve hit a snag. We haven’t heard from anybody. We’re just going to let this thing you know go by the wayside so it’s always good to advocate on behalf of these projects as park board commissioners and then they hear from you they appreciate hearing from you. Really proud of the commission and all of your dedication to the 2019 so we appreciate that. Thank you for always being here and always being a good advocate for parks. And then obviously I want to say that I’m so proud of our staff. We’re small but mighty and as you can see from the slide show just really put a lot of smiles on people’s face. We do a lot of things that maybe don’t get always noticed and so police, fire, streets, a lot of those hard things get recognized really highly. Parks also get recognized but it’s kind of on the softer side. People are like yeah parks. That’s really nice but is that really an essential service and obviously we believe it’s an essential service. Our community believes it’s an essential service and it’s one of the things that really designates who we are as a community. Our parks and our recreation program so proud of the small but mighty staff that puts all that stuff onto the streets each and every day and really appreciate all they do. Boettcher: Good. It looks like is this our future youth commissioner? No? Hoffman: Student probably. Boettcher: Just a student, okay. You’re always welcomed. Anything else? Park and Recreation Commission – December 10, 2019 14 Kutz: Just a quick question. Wondering how many registrations we got for, I hear Santa’s calling on Thursday. Hoffman: Oh yeah. Tandon: Oh yeah, we have 17. Kutz: 17 excellent. Tandon: We’ve got 2 Santas. Both are in the woodworking Club. Tsuchiya: There’s only one Santa. Tandon: Santa’s helper. Kutz: Can they still register or is registration over? Tandon: What’s that? Kutz: Is registration closed for that? Tandon: Registration is now closed but we’re not full. I just need to get the Santa’s helpers their call list. Kutz: Excellent. In case anybody’s out there is watching. Boettcher: Alright if there’s nothing else I’ll entertain a motion to adjourn. Tsuchiya moved, Kutz seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Park and Recreation Commission meeting was adjourned at 7:15 p.m. Submitted by Todd Hoffman Park and Rec Director Prepared by Nann Opheim CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Receive Planning Commission Minutes dated December 3, 2019 Section CONSENT AGENDA Item No: D.5. Prepared By Nann Opheim, City Recorder File No: PROPOSED MOTION “The City Council receives the Planning Commission minutes dated December 3, 2019.” Approval requires a Simple Majority Vote of members present. ATTACHMENTS: Summary Minutes Verbatim Minutes CHANHASSEN PLANNING COMMISSION REGULAR MEETING SUMMARY MINUTES DECEMBER 3, 2019 Chairman Weick called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Steve Weick, Mark Randall, John Tietz, Michael McGonagill, and Laura Skistad MEMBERS ABSENT: Mark Undestad and Doug Reeder STAFF PRESENT: Kate Aanenson, Community Development Director; Sharmeen Al-Jaff, Senior Planner; and Erik Henricksen, Project Engineer PUBLIC HEARING: CONSIDER A RFQUEST FOR A SUBDIVISION WITH VARIANCES AT 6760 MINNEWASHTA PARKAY (BOYLAN SHORES). Sharmeen Al-Jaff and Erik Henricksen presented the staff report on this item. Commissioner McGonagill asked for clarification on the access, layout of this property in conjunction with the properties to the north and south, and stormwater runoff issues. The applicant Harold Worrell, 3835 Meadowview Terrace, St. Bonifacius described his plans for development of this 3 lot subdivision. Marty Campion, the project engineer addressed stormwater drainage issues. Chairman Weick opened the public hearing. No one spoke and the public hearing was closed. After comments from Commissioner members the following motion was made. Randall moved, Tietz seconded that the Planning Commission recommends the City Council approve the preliminary plat to subdivide 2.71 acres into three lots and four outlots and a variance to allow a private street and lots to be bisected by a public street as shown in plans stamped “Received November 1, 2019”, subject to the following conditions and adoption of the findings of fact and decision recommendation: SUBDIVISION Engineering: 1. The installation of a contiguous curb consistent with the Minnewashta Parkway corridor shall be constructed where the existing driveway access is located (see City Detail Plate #5203) immediately after the construction entrance at the location has been permanently removed. Planning Commission Summary – December 3, 2019 2 2. The applicant shall provide adequate right-of-way (ROW) over the entirety of the trail along the west side of Minnewashta Parkway. This ROW shall align with the newly subdivided property to the north to ensure continuity and will be reviewed and approved by the city prior to recording of final plat. 3. No additional accesses shall be had off Minnewashta Parkway to serve the newly created lots. 4. Covenants addressing the maintenance and snow plowing operations of the private street shall be filed against all benefiting properties and submitted to the city for review and approval prior to recording of final plat. 5. Grading plans shall be updated to illustrate drainage arrows. 6. Appendix B of the Stormwater Management Plan shall be updated to include drainage arrows illustrating the direction of discharge from each sub-catchment. 7. Updated stormwater modeling verifying adequate capacity of downstream public stormwater facilities and conveyance systems shall be provided for review and approval prior to recording of final plat. 8. Plans shall be updated to address Sec. 18-57.p.4 regarding the design of adequate drainage facilities for the private street. 9. An updated SWPPP shall be submitted as plans are finalized, when the contractor and their sub-contractors are identified, and as other conditions change. Review and approval of the standalone document is required prior to any grading. 10. The newly extended 6” C900 water main shall be privately owned and maintained. 11. Coordination with all small utility companies for the excavation and underground utility installations shall be maintained by the applicant and their contractor. 12. Lot 2’s water service shall be had from the newly extended water main; plans shall be updated accordingly. 13. Updated plans shall be submitted as to not create a potential conflict or any crossing of the sanitary service lateral to Lot 1 with the newly extended water main. 14. The applicant’s contractor shall field verify the serviceability of the existing sanitary sewer service for Lot 2. This shall be accomplished via CCTV which will be provided to the city prior to connection of the existing sanitary sewer lateral. 15. A Homeowners Association (HOA) encompassing all lots is required, in perpetuity, to ensure the technical expertise and funding mechanisms for the operation and maintenance of the private street and stormwater treatment devices. Planning Commission Summary – December 3, 2019 3 16. Operation and maintenance of private stormwater BMPs is required in perpetuity. An operation and maintenance plan must be approved by the Water Resources Coordinator, or their designee, and recorded against the properties that details the HOA’s permanent inspection, maintenance, and funding mechanism that ensures stormwater BMPs will function as designed. Construction Plan Review: 1. On sheet 2 of 10: for clarity, remove call-outs associated with curb & gutter removal or bituminous removal as those are related to the installation of utilities and are addressed on subsequent sheets; add to notes associated with removal of structures (e.g. house, deck, sheds, etc.) that any removal requires a building permit; add to notes that any found wells, septic, tanks, etc. shall be abandon in accordance with the appropriate state and local regulations. 2. On sheet 3 of 10: illustrate existing public trail on the preliminary plat to ensure appropriate ROW dedication; clarify shoreline area illustrated adjacent to “Outlot C” and “Outlot D” on preliminary plat, it is unclear if this area is designated as D&U. 3. On sheet 4 of 10: update call-outs for sanitary sewer taps to incorporate “WYE” and not “SADDLE”, update call-outs for removal and replacement of curb & gutter and bituminous to identify the appropriate city detail plate numbers; Note 5 shall be updated read “…shall be PE/PEX” and not copper, (the city specifications and plates are being updated to incorporate no use of copper for water service laterals; detail plates and specifications can be provided upon request); Note 6 should updated to address the need for a city Underground Utility Permit (ROW permit); Note 8 correctly addresses City Code regarding the location of the curb stop at the property line, however the plans illustrate the curb stop at the D&U line, update plans accordingly; Note 9 should be updated to incorporate the same requirement for water services (painted blue); Note 10 should be updated to incorporate language that tracer while shall meet city specifications, also the notes are overlaid with another label and are illegible, update accordingly; add a note to the effect that testing requirements for water main installation shall meet city requirements and specifications, and that the coordination of testing (bacteria, pressure, etc.) are to be coordinated with the Public Works Utility Department (952-227-1130). 4. On sheet 5 of 10: the call-out for the construction of the private drive entrance at Country Oaks Drive shall include detail plate #5206 which will require the detail sheet to be updated accordingly; construction of the private street and other utilities may encroach into abutting properties, update the plans to incorporate notes for protection of private property and private structures/landscaping or if a temporary construction easement is required; provide a typical street detail that adequately addresses the 7-ton design requirement; EOF should be shown, profile details for the EOF and storm pond shall be provided with elevations, include the OCS within the storm pond detail; either update Note 1 so that Class 5 RCP is utilized, or eliminate entirely as no RCP is proposed; add Planning Commission Summary – December 3, 2019 4 note that an Underground Utility Permit (ROW permit) is required for the connection to the existing catch basin. 5. On sheet 6 of 10: illustrate the locations of all borings referenced in the geotechnical report; illustrate drainage arrows for proposed elevations and grades; include in the legend a detail for the house pad call-outs (G, TF, LL, WO) for clarity; show benchmark location and elevation; include first floor elevations of buildings on adjacent lots (i.e. the lot and building to the south); include existing and proposed elevations at the following locations – each lot corner, top of curb or centerline of roadway at each lot line extension, center of proposed driveway at curb, grade at corners of proposed structure. 6. On Sheet 7 of 10: identify proposed stockpile locations; under the call-out for the silt fence around pond, direct contractor to sheet 10 for additional notes on installation and stabilization of pond; provide detail number for construction entrance call-out; all construction access will be had through one approved construction entrance, thus the silt fence on the northwest corner of the site should be contiguous (no gap), provide a second phase of the erosion control plan for when the construction access off Minnewashta Parkways is closed and stabilized per Engineering Condition (1.) and the construction entrance at the northwest corner is active. 7. On sheet 10 of 10: Update General Grading Note 9 that haul routes shall be supplied to the city for review prior to grading and that there will be no hauling during road restrictions unless reviewed and approved by the city; update General Grading Note 20 that the city’s Water Resources Coordinator, or their designee, shall be notified 24-hours prior to commencement of dewatering activities; update Erosion/Siltation Control Note 11 to eliminate “Contractor shall place Mirafi fabric and gravel over all catch basins…”, if inlet protection is required it should meet the city specifications and detail plates (catch basin sediment trap #5302A). Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for two of the three lots. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current single-family park fee rate of $5,800 per dwelling, the total park fees would be $ 11,600. Environmental Resources Coordinator: 1. No required landscape plantings shown on the approved landscape plan may be planted in any of the outlots. 2. Tree planting requirements on each lot are as follows: Lot 1 – 10 overstory deciduous, 8 evergreens; Lot 2 – 3 deciduous overstory, 5 evergreens; Lot 3 – 5 deciduous overstory, 3 evergreens. Planning Commission Summary – December 3, 2019 5 3. Any tree removal on Outlot C or D shall be replaced 2:1 diameter inches on the same outlot. 4. Tree preservation fencing must be installed around trees proposed to be saved prior to any construction activities. Planning: 1. Approval of the subdivision is contingent upon the applicant securing the segment of property, to allow the applicant to achieve a 30-foot frontage on a public ROW off of Country Oaks Drive and the City Council approving the transfer of Outlot B of Glendale Homes Drive Subdivision from the city to the applicant. 2. The applicant shall combine Outlot C with Lot 3 and Outlot D with Lot 2. All voted in favor and the motion carried unanimously with a vote of 5 to 0. APPROVAL OF MINUTES: Commissioner Skistad noted the verbatim and summary Minutes of the Planning Commission meeting dated November 19, 2019 as presented. ADMINISTRATIVE PRESENTATIONS. Kate Aanenson provided updates on future agenda items. Commissioner McGonagill moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was adjourned at 8:00 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim CHANHASSEN PLANNING COMMISSION REGULAR MEETING DECEMBER 3, 2019 Chairman Weick called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Steve Weick, Mark Randall, John Tietz, Michael McGonagill, and Laura Skistad MEMBERS ABSENT: Mark Undestad and Doug Reeder STAFF PRESENT: Kate Aanenson, Community Development Director; Sharmeen Al-Jaff, Senior Planner; and Erik Henricksen, Project Engineer PUBLIC HEARING: CONSIDER A RFQUEST FOR A SUBDIVISION WITH VARIANCES AT 6760 MINNEWASHTA PARKAY (BOYLAN SHORES). Al-Jaff: Thank you Chairman Weick, members of the Planning Commission. The application before you is for a 3 lot subdivision. The site is located at 6760 Minnewashta Parkway, east of C Country Oaks Drive. West of Lake Minnewashta. The site is bisected by Minnewashta Parkway. Current zoning of the site is residential single family and is intended to remain single family. There was a single family home on the site. However this home has been demolished. The demolition took place during the month of October of this year in order to prepare the site for development. There is a driveway access off of Minnewashta Parkway and one of the things that needs to be pointed out is Minnewashta Parkway is a collector street and the Comprehensive Plan, Transportation Comprehensive Plan advocates that we remove access points off of collector streets. In order to abandon the access off of Minnewashta Parkway we needed access off of Country Oaks Drive. The applicant needs to procure what is shown in green right here, this parcel is owned by the City and what’s shown in yellow that parcel is owned by 3931 Country Oaks Drive. There is an agreement between the property owner at 3931 and the applicant. This is Outlot A on the proposed plat. In lieu of access to Country Oaks Drive the applicant will swap land and give them the parcel that is shown in red. With that the applicant is proposing to subdivide 2.71 acres into 3 parcels. Three lots and four outlots. Outlot A as I mentioned will be deeded to the property owner at 3631 Country Oaks Drive. Outlot B is intended to house a private street. Outlot C and D are intended to serve Lots 3 and 2. And just for the record it was pointed out to staff by Chairman Weick that there is an error in the way the staff had put the numbers. The lot numbers. That has been corrected so what staff is presenting right now is accurate and we will make sure that when the staff report goes before City Council that is taken care of. One of the concerns that staff has and this is based on a number of phone calls that we have received over the past 2-3 years, there are people that are, residents of our community that are only interested in the portion that abuts the lake. They want to have lake access. In order to ensure that this does not happen in the future after the subdivision of the lake Chanhassen Planning Commission – December 3, 2019 2 staff spoke to the City Attorney as to how we can keep Lot 3 without Outlot C. Lot 2 with Outlot D and she said, suggested that we go the variance route. That Outlot C be combined with Lot 3 and it won’t be an outlot. It will become Lot 3 and the same is true for Lot 2 and Outlot D. That will require a variance because the city code defines lot as a parcel that is undivided by right-of-way and in this case we have Minnewashta Parkway bisecting this parcel. One other point of clarification that we need to point out. What staff has highlighted in red on the, on this slide. It seems that the applicant has put an area that has become a no man’s land and this will need to be corrected as part of the final plat application. As far as the variances go this application, having this site accessed via a private street is going to eliminate access off of Minnewashta Parkway and staff is recommending approval of this variance. At this point I would like to turn it over to Erik to address storm water and utilities. Henricksen: Right, thank you Sharmeen. Chairman, commissioners, my name is Erik Henricksen, I’m the project engineer with the city. Part of the engineering department. I and the engineering staff conducted a review of the overall feasibility of the preliminary designs for sanitary sewer, water, storm water, grading and public utilities. Overall staff’s review finds that the proposed plans are feasible and over the next few slides I’ll briefly discuss some of the conditions associated with our review. Here is kind of an overall look at the water and sanitary system proposed. The applicant is proposing extension, 300 foot extension of a 6 inch C-900 watermain where at the end will be a fire hydrant in order to provide necessary fire suppression and to facilitate maintenance activities such as flushing the main for water quality. This isn’t necessarily the clearest slide so I’m just going to walk you through it real quick. This dark blue line is the watermain that’s proposed to be extended. These light blue lines are the service laterals for water that are proposed and the green, smaller green lines are the sanitary sewer service laterals. While Lots 1 and 3 are being proposed to have water service from the extension of the watermain, Lot 2 has been proposed to utilize the existing utilities from the pre-existing home that was located on the lot prior to the subdivision. Staff recommends a condition that Lot 2 actually has their service, or their water service had from the watermain. With the addition of the third home drawing from the watermain it would increase the water turnover by about 30 percent with fresh water being delivered approximately every day and a half which is acceptable for maintaining preferred water quality. With just two homes there might be a need to flush the main more frequently which would correlate to water loss and kind of a waste of water so that would be a proposed condition engineering would recommend. No sanitary sewer main is required to be extended because there’s adequate services from County Oaks and Minnewashta Parkway. It would be acceptable for Lot 2 to utilize the existing utility for the sanitary sewer lateral provided that they CCTV the line to ensure that it is adequate and is, there’s serviceability to it and if there’s any repairs that need to be had. Also Lot 1 sanitary sewer lateral that comes off of Country Oaks we propose a condition to have that reoriented so it does not cross underneath, or underneath the watermain which would minimize the conflict for maintenance on future maintenance activities. So Lot 3 they are proposing service off of Minnewashta Parkway. Yes correct. Regarding stormwater as with any subdivision Chapter 19 of the city ordinance or the surface water management portion of the code requires treatment of stormwater for newly created impervious surfaces. The applicant is proposing treatment through a biofiltration basin Chanhassen Planning Commission – December 3, 2019 3 which is indicated as 1P which is located here on the southeast portion of Lot 1. Based on the information the analysis provided in the preliminary stormwater management plan this is an acceptable approach that will provide a sufficient level of retention to meet the city requirements with the impervious area as is proposed the required pond for volume retention would be required to have 32, approximately 3,200 cubic feet of storage. As proposed the pond actually provides 4,600 cubic feet of retention. Furthermore the filtration media within the pond would provide sufficient levels of treatment to meet the stormwater requirements. The stormwater management plan justifies that it is not feasible to convey all runoff from the entire property to the basin. This is a drainage, a proposed condition drainage pattern exhibit provided in the stormwater management plan. Sub-catchment 2 drains directly onto Minnewashta Parkway and sub-catchment 3 located here would drain towards the south property. Directing drainage onto an adjacent properties is prohibited and an updated grading plan and stormwater management plan would have to be submitted or shall be submitted to address this condition that we’re proposing. Furthermore an updated model accounting for the added volume into the Minnewashta Parkway’s storm system shall be provided and it shall analyze the impact that it would have on the downstream public system. Overall staff’s review that the general approach and stormwater plan will be feasible. These are fairly minor concerns when we’re looking at the overall subdivision. At this time you can take it over Sharmeen. Al-Jaff: Okay. Briefly the City’s Comprehensive Park Plan requires that there is a park within one mile radius of each residence in the city of Chanhassen and in this case this site is going to be served by Round Park. The services available at this park include a swimming beach, playground, swings, picnic shelter, fishing pier, tennis courts, 4 pickleball courts, basketball courts, skating rink, open play field, trails and parking area. There is also a continuous trail system that along Minnewashta Parkway that will connect the subject site to Roundhouse Park. Staff has been working with the applicant for over 6 months on this site. They have gone through numerous revisions to bring this application to what you see before you today and they have cooperated throughout the process. It is a straight forward development. Subdivision but it is an infill development and it does require a few variances. In this case it makes perfect sense to recommend approval of them and staff is recommending approval with conditions and we’ll be happy to answer any questions. Weick: Thank you Sharmeen and Erik. Any questions? For the City at this time. McGonagill: I did. Weick: Yeah, fire away. McGonagill: So Sharmeen go to your staff report. I think I know the answer to this but I just want to be sure. When I go to page 2 of 17 it’s a drawing that was in the proposal summary staff report. Al-Jaff: Page 17? Chanhassen Planning Commission – December 3, 2019 4 McGonagill: 2 of 17. Al-Jaff: 2 of 17, yes. McGonagill: Yeah it’s the plot. Can you tell me what’s going on? If you go back up on what’s on the screen to the park diagram on this screen. Back up to the park diagram. Yeah that one. What’s going on with, to the north of that? That subdivision I forget the name of it. Aanenson: Glendale. Al-Jaff: Glendale Shores. McGonagill: What’s going on there? Al-Jaff: Glendale Homes. McGonagill: What’s going on there? Did those go away? Did they divide it? What’s happening there? Al-Jaff: They have been divided. We have recorded the plat and there are a few things that they need to provide us. We have given them temporary. Henricksen: They have a conditional notice to proceed to start development and grading. Right now they’re just going through the erosion control inspections and flagging any trees that need to be saved so they’re going through their process to start construction. McGonagill: Okay. So what’s going to happen, this private drive is actually going to be in the back yards of those homes right? Henricksen: It would be adjacent to or abutting. McGonagill: Yeah basically the back yard as it comes through. Henricksen: Correct. McGonagill: And what’s going on with the property to the south of this? Really I’m going back to the whole issue we had about a year ago. Stratford Ridge cul-de-sac, that whole thing, you know that frankly which I was against you know doing what we did because I think that cul-de- sac should just drive straight through and go all the way up to Country Oaks Drive. So that was. Aanenson: That was the original intent. That was what the staff supported. Unfortunately there wasn’t support all the way through the process so. Chanhassen Planning Commission – December 3, 2019 5 McGonagill: Correct. Aanenson: Yeah. McGonagill: So what’s going on with the land? Aanenson: So now instead of doing it holistically we’re doing it incrementally on each parcel. McGonagill: Right. Aanenson: And it doesn’t lead for the best utility. It doesn’t lead for the best layout and it forces some variances and. McGonagill: So what’s happened to the land itself? Is it going to be developed? Are we going to see this again? Al-Jaff: So we did receive a phone call from the property owner to the south asking if it is going to be a possibility for him to subdivide his property and we said it will require a few variances. Because they don’t have adequate frontage. There’s going to be some grading but hypothetically it is doable and I stress the word hypothetically. Aanenson: Again it depends on the number of lots and how much variances, you know what the tolerance is on that and so. McGonagill: So what I’m trying to figure out is okay, put a private drive on the north side of this. The land to the south how, they can’t access off of Minnewashta. They can’t access to the west. Aanenson: They have to come off of Stratford. McGonagill: They’re going to have to come off Stratford and that’s the only way they’re going to get in there. Aanenson: Correct. McGonagill: And you’re going to have that, I realize it’s not our development. I understand that’s the issue but what’s going to end up happening, they’re probably going to have the lot to the west where it comes off of Stratford that’s going to be, I’m trying to think of the right word. It will be unusable because it wouldn’t even be big enough to the left right? Chanhassen Planning Commission – December 3, 2019 6 Aanenson: Well that depends on again the layout. It will obviously be more than likely served by a private drive which would require a variance to private drive if you do more than one house. Private street so yeah. Skistad: Do you know how wide that lot is? Al-Jaff: It’s 100 feet wide. Aanenson: Yeah so we’d need 90. Skistad: By what 125? McGonagill: I wish there was a way, I realize there’s not. I’m just sitting here going where the private drive you’re proposing it comes down and does that, what I’ll call a T at the end. You know where it comes in it goes to one lot. It goes to the other one. Where the houses are laid out if you could, that line could be extended on down and ultimately connect up with Stratford it’d make a lot better sense. Unfortunately it’d make a very long road and cul-de-sac again for the fire equipment issue. Aanenson: Correct and that was. McGonagill: That we had the first go around. Aanenson: That was the first go around issue too so again you know the first attempt was to try to get the 3 property owners to work together. I’m not sure that they all had aligned goals. That’s always a challenge too and so. McGonagill: Sure, and better economically for all of them right now. Aanenson: Yeah so now we just have to take them incrementally yeah. McGonagill: So you’re going to have the private drive come in and then they’ll have to come off of Stratford some way and so basically they’ll get maybe one lot because the one to the left is probably not going to be, won’t be big enough. It might be. Aanenson: Yeah. McGonagill: It’s just cut up, that’s just my problem. I just don’t, I don’t like it. That doesn’t make engineering sense to me but I realize it’s what you’re faced with. It’s what the applicant’s come in with. It is not though conducive to what I see the other development around through here that we’re going to have for a better plan. And I don’t know any way around it. I’m sure you talked about this a lot. Chanhassen Planning Commission – December 3, 2019 7 Aanenson: Oh yeah. The die was cast. There’s a lot of similar areas to this in the city where you have infill development and if you don’t work together then everybody has to kind of solve their own problems and to the detriment. Our job is to make sure somebody’s not land locked and that they have access. I think the main goal here when looking at this is not to get another access point on Minnewashta Parkway so that was the first driver. McGonagill: Correct that’s not going to happen. Aanenson: So it was very creative to try to figure out how to get that road to go through. The fire department’s very worried about you know the private drive and the length of that. That was a challenge. McGonagill: Yeah was my next question. Aanenson: That’s why the fire hydrant’s there now so we had to just kind of knock off all those issues as we went and Sharmeen worked really hard with the developer to try to figure this out. McGonagill: …go down the drive. They’ll just have to lug their equipment in I guess if it happened right? Run the lines from. Aanenson: They could turn around if they need to yes. McGonagill: They have to run the lines from Country Oaks and go in or they can be able to just, and then tie into the fire hydrant I guess. Aanenson: Correct. McGonagill: And you couldn’t get that in there if they were in a problem. Skistad: Are there houses on that north, is there a house on the north and the south lot? Aanenson: Not yet. Skistad: Around that property. Aanenson: Not yet. McGonagill: But they’re coming. Skistad: Yeah. McGonagill: There’s like if you. Chanhassen Planning Commission – December 3, 2019 8 Skistad: Well the north, how many houses are going to go on that north lot? McGonagill: If you look on page 3 of 17 you can see the lots. Skistad: I don’t see that, okay. Oh yeah, yeah, yeah. McGonagill: So basically 3 homes, 1, 2, 3, 3 homes. 2 ½, those lots will be impacted. Maybe 3 if I’m not approximating it right by the private drive. Is this private drive going to force those folks on Glendale to come back with variances to move towards Country Oaks? Aanenson: We have houses, I mean the setback is 30 feet in the rear. We have houses all over the city that are 60 feet apart and that’s what, you know so this is what these are going to be. McGonagill: Okay just wondering if this is going to cause a rebound effect from those homeowners. Aanenson: No it’s not atypical so. McGonagill: Have you heard from those homeowners to the north, or the lot owners that this is going to be drive behind them? Al-Jaff: No but also keep in mind that there is landscaping on the subdivision to the north. McGonagill: The Glendale subdivision. Al-Jaff: Correct, Glendale subdivision so there will be some buffering in place. McGonagill: Okay. The other thing we had with all this and then it will be my last question Chairman. Whenever we went through the Glendale subdivision we had an awful lot of discussion about water movement because the lots to the south were wet. Al-Jaff: Correct. McGonagill: And that was part of the reason was on storm drainage and getting the water out of there and how it was going to run and that’s one of the reasons we talk about running the line up from Stratford Ridge but allowed us to do the drainage correctly. This has made the problem in my opinion worst so how we doing, how’s storm drainage going to work off of this with these homes and where we don’t, where we get the water out of there. Can you show me that? Henricksen: Sure. McGonagill: Thank you. Chanhassen Planning Commission – December 3, 2019 9 Henricksen: As proposed right now there will be minor tweaks but as of right now from the proposed private drive this would, this drainage would be captured and that’s one of the comments that was addressed in the staff report is it’s unclear exactly how they’re going to be capturing this. Typically you have a catch basin at a low point and then it’s you know conveyed over to the storm pond so that would be a minor tweak to the plans that we’d want to see and review. Or some justification on just sheet flowing it over with appropriate BMP’s. Another comment that we did have on the stormwater plan is to show the drainage arrows but from a general, just looking at it you can generally see that most of the drainage from Lot 1, this is let me just back up a quick second. This is a proposed drainage pattern map from the stormwater management plan so each of these boxes is a drainage basin essentially or a sub-catchment and this entire sub-catchment would be allocated into 1P or the pond, the biofiltration pond which then would have drain tile underneath so it’s going to infiltrate, clean the water. Drain it into a stormwater conveyance system which is indicated by this line here. McGonagill: Okay that’s the way you’re taking it out? Henricksen: Yeah. McGonagill: Okay because I was one, worried about it going to the south with the issues down there. Henricksen: And that’s one of the, yeah and one of the things about sub-catchment 3 is that, and from the conditions that staff is proposing would be to not allow or prohibit storm water runoff onto an adjacent property so that was, so that’s going to require some design from their engineers and for us to review that proposal. And it will cause minor tweaks to their stormwater model. It’s a smaller sub-catchment but there’s means and methods to capture that. In regards to the sub-catchment 2 this is going towards Minnewashta Parkway. The pre-existing conditions, that’s kind of generally how the site flowed in the sub-catchment 2. It wasn’t as large however this entire site will, should be captured and then pushed onto the Minnewashta system. They’re proposing to tie into a pre-existing catch basin in our system under Minnewashta. We’re requiring that they model that flow and that volume going into our public system. We have the Minnewashta Parkway project coming up for 2020 and 2021. That of which we’re accounting to provide stormwater improvements so we’d like to compare their model with our consultant’s model to ensure everything’s sized adequately and to condition it such once we receive those updated plans. McGonagill: Looking at this, thank you for putting the stormwater drainage pattern up. When I look at that I look at the contours. I’m going well does that mean that 1P is also going to get loaded with water from the lot to the south when it’s developed? Do you think just the way the flow is out there geotechnically? And if it is are we going to have it sized right for that? Because there’s the low point, I know there’s a low point down in there, I’ve driven down in there. It’s inbetween there. Chanhassen Planning Commission – December 3, 2019 10 Henricksen: Right, yep. McGonagill: And so when they push, they’re going to have to push that, the cul-de-sac north to provide access. Henricksen: I would, no I think that’s a good question and a valuable insight. From what’s proposed this should be the entire sub-catchment that goes into 1P. There shouldn’t be anything coming off from the adjacent property. I would defer. McGonagill: Are you going to have another 1P-2 down on the next one then? To the south. Henricksen: For how the, that shouldn’t lot is going to propose dealing with their stormwater I would, it would be unclear at this point. That’s something they would have to design. I know for this subdivision regarding where the drainage patter is going I would refer to their engineers for how they’re designing it but from what’s submitted and what’s proposed on this drainage pattern map it’s showing that no. McGonagill: So conceivably we’ll have two private roads. Two catch basins basically is probably what will end up happening. Henricksen: Correct I mean Glendale Drive home subdivision had to create their own kind of private stormwater facility. McGonagill: Correct. Henricksen: And because of the lack of that extension the public system that could have gone through to capture some of this it is, it is piecemealed from a stormwater management perspective. McGonagill: And those will all be owned and maintained by the individual homeowners or is the City going to pick up all those catch basins? Henricksen: As addressed and as conditioned we’d want to see an HOA formed and the operation and maintenance of the stormwater facilities would be of the HOA’s purview. They would be responsible for that maintenance. McGonagill: Okay. Weick: Any to follow up with the… McGonagill: Yeah that’s fine. Thank you Mr. Chair. Weick: Okay. Chanhassen Planning Commission – December 3, 2019 11 McGonagill: Just a few questions. Weick: That’s alright. At this time I think I would invite the applicant or developer to come forward and make a presentation. Welcome. Thank you for coming. Harold Worrell: Thank you. My name’s Harold Worrell. I live at 3835 Meadowview Terrace in St. Bonifacius. Previous resident of Chanhassen. Hoping to get back because I’m not the developer, I’m the applicant and part of the reason for this is so I can have a waterfront home. As Sharmeen said it’s a basic 3 lot split. We’ve named it Boylan Shores. By Boylan Shores because it was owned by the same property owner for apparently over 100 years. It seems like we’re just kind of borrowing the property so we asked them after we purchased the property if we could name it after the parents and they were pretty happy about that so we proceeded. This property, I’ve been looking for shoreline property for a very long time. My wife and I and we came up on the property and saw it as a really good opportunity. We saw it as something that probably would not be one lot due to the 5 lots proposed to the north. It would seem like it would be kind of a fish bowl in our opinion so we thought well one, I don’t have the finances to build or buy such a large property and I happen to be a builder so I contacted the owner of the company that I work for and proposed it as an opportunity with a handshake deal for the first lot sold. That’s kind of how we ended at this point today. The property was, the home that was one it we did, as Sharmeen mentioned demo’d the home in October. We saw it as potentially, there was significant damage to it. Some of the block, the cinder block was starting to deteriorate and fall and it seemed like a place where teenagers might find themselves exploring and getting hurt so we went ahead and took care of that. Since we purchased the property my we, I guess the first thing we did was take the paddle boards and down to the shoreline and the kids have been doing that and having S’mores in the bonfire while I poke and prod and pry and cut at buckthorn that’s all over the place. Probable have some permanent scars. We’ve had a family history on Minnewashta for a really long time. My aunt and uncle lived there for probably 40 years when I moved here 20 years ago. My wife and I. We can only think of one year in 17 that we missed Independence Day on Minnewashta so. I’ve spent a lot of time meeting the neighbors. A few of them are here today and just trying to work with them and figure out what their ideas are and you know what the history of the property was and what the best way to tackle this is and I need some help from them and they’ve been very gracious and helpful and we’re trying to work through it now. In regards to, and Marty Campion is here for technical questions. He’s our engineer. In regards to any thought of that become a through road would kill the project. The Dorsey’s to the west would not be interested in a street going through there. That’s the neighbor that we need help from to get our driveway. I’ve never done this before so you got to tell, get the shepherd’s hook out or something. Weick: Well thank you. Harold Worrell: My pleasure. Chanhassen Planning Commission – December 3, 2019 12 Weick: Yeah that’s good background on the property. I think what we’ll do is we’ll see if there’s questions specifically for you on the property and then if there’s things that maybe would fit better for the engineer we’ll invite the engineer up and ask those questions so I guess at first I would say, I think you know just looking at your, at your land you know I like the number of, you know the number of homes you’re putting in there. I like the idea that you’re going to have lakefront. I think that’s neat. I think when you see developments that tend to be you know rows of similar looking homes, I think this is going to be unique and I think it’s going to be beautiful. I think it’s going to be a neat area for people to live and for yourself to live. Harold Worrell: Thank you. Weick: And so I think from if you’re purely looking at this plot of land I think it’s nice to see it being developed and to carry it out making the most of what you have. Questions? For the landowner. Tietz: Yeah Mr. Chairman. I don’t know you know Erik you probably looked at this along with Sharmeen and Kate too but you know this issue of the drainage, I’m looking at, on my screen I pulled up the grading plan and then I’m looking at the other one on the screen. Is it possible, well now I guess we changed the screen but is it, the one with 3 zones. Yeah. Would it be possible through your grading process to collapse 3 and raise the pad for the home on site 2? Towards the south boundary and then take part of 3 drainage up into the 2 area? Just through some manipulation of the grading. It looks like there’s a possibility but you know I haven’t, you know I haven’t been able to walk the site with the snow on it to look at things but the grading plan it looks like it might be possible and that might solve some of the concerns that my colleague had with his questions. Marty Campion: Good evening my name is Marty Campion, project engineer. First of all right now the three-quarters of the site in addition to the property to the north all drain south through this site into a low area that’s just a little bit south of the south property line and there is an existing tile inlet that takes that water and directs it, we’re not sure where. When we surveyed we found the tile inlet. We found a storm sewer pipe on the east side of Minnewashta Parkway. The alignments, if they’re connected they’re connected with an angle inbetween that’s not in a manhole but we think that’s what drains the area. Instead of continuing that drainage pattern, everything draining to the south and letting it drain into that what we thought would be a better solution would be capture the water before it goes to the south. Run it into the public system in Minnewashta Parkway so that’s what we’re proposing. And with that it’s difficult to, I don’t think we want to take any less water into the basin. If I understood your question correctly it was trying to direct more water from drainage area 1 into 2. Two’s a, well I shouldn’t. Tietz: No, no, I was just thinking that if 3 collapsed and a majority of that went into 2 just for some re-grading out on the Minnewashta Parkway side and raised the pad for the home on that southerly site which is now I’m confused which number that is. Is that 2 for the building pad or? Then you could almost, and it appears, you know it better than I do but it looks like the grading Chanhassen Planning Commission – December 3, 2019 13 plan by raising the pad for the site and then collapsing a portion, that northeast portion of segment 3. Pushing it more towards 2 you could eliminate, almost eliminate 3. Marty Campion: Well and you can see there’s an existing drainage divide and inbetween 2 and 3 there’s a spot elevation there. That’s in EOF that allows the runoff to escape that way but we need, when I put the grading plan together we needed that elevation to be able to push the water both ways so we can’t, from the south line of 3 we can’t move that water to the north. Just the elevations don’t work. If it’s going to work it we’ll have to look and see if we can even get it into the pond from there. Tietz: Yeah well that’s why I was kind of looking at it because it looks like from Erik’s comments it’s going to be hard to get any of that water from 3 along the south property line with a retaining wall in there to get that water to go to 1P. Marty Campion: Yeah and it will. Tietz: But if that portion that’s kind of the break point is actually raised in elevation then you have a very limited amount that’s going to go to 1P and the rest could be potentially directed around to 2. That’s my thought is the building site has to be raised. Marty Campion: Well it’s not so much the building site. It’s the existing elevations near that south property line in order to try and drain it to the north. So that’s what we have to look at and right now we’ve probably reduced the runoff to that south property by 70 or 80 percent by capturing it in the pond. Tietz: But we still don’t want to push any onto the south property so. Marty Campion: Right and we’ll just have to see how we can do that with the grades that we have there. And just one other comment. We did provide our plans to the developer to the north. We talked to him about maybe incorporating some of our landscaping and tried to work things out with him so he’s aware of the plans. He knows what we’re proposing. I don’t, I didn’t get any negative comments. That doesn’t mean he doesn’t have any but he didn’t voice any of those to me. Weick: Well thank you for doing that. For trying to work with him. That’s, I think that helps at least a little. Other questions? Are you satisfied with at least receiving answers. McGonagill: Yeah we’re getting data. Getting the data. Weick: Okay. Anyone else? No, okay. At this time then I will open up the public hearing portion. Anyone wishing to come forward and offer an opinion on this project may do so now. Just come to the podium and state your name and address so we can get that for the record. Chanhassen Planning Commission – December 3, 2019 14 Seeing nobody come forward I’m going to close the public hearing portion and open the item for commission discussion. We can certainly consider a motions. Thoughts. McGonagill: Well it’s, I think it’s a situation where you’re ending up with something that’s not ideal because the die was cast before. Before tonight. Weick: I would say as we, I’ll just sort of kick things in to see if it triggers any thoughts for you but when you do look at, on page 11 of 17 but sort of the findings of the subdivision. I like to go through those and make sure that we check everything because that’s really the crux of what we’re here for and I think it really comes down to subdivision finding number 1. It hinges on the variance for the private street so I think that’s an important piece. I would be, you know I’m in favor of that variance because I just don’t see, unfortunately I don’t see another workable solution. You know not that it hasn’t been tried in the past but that seems to be, it seems to be the best solution in order to serve, serve these 3 homes. McGonagill: Well it’s certainly the only solution. Weick: Yeah. McGonagill: And we’re going to see this again when that lot to the south goes because they’re going to, I don’t know what we’ll see through there but. Weick: It gets progressively more creative I think. McGonagill: Yes. Weick: As we travel to the south. The other point, the other variance and actually I find more important for long term is combining the lots, and I’m assuming. I didn’t ask but I’m assuming that’s okay to set it up that way. Instead of having outlots to have the lot be extended across the street. Marty Campion: That actually is our preference to do that. We’re not aware that, of how that can be done with the bifurcated lots like that but if it’s allowable we certainly will do that. Weick: And that’s what our variance would allow for. Aanenson: Correct. Weick: And I would be pretty adamant that we do approve that to sort of help future proof of this property a little bit. Skistad: How big are those, what are the dimensions of those lower outlots? I just couldn’t see them in there. Like broken out, I mean just out of curiosity. Chanhassen Planning Commission – December 3, 2019 15 Tietz: The lot’s over 20,000. Al-Jaff: Outlot C has an area of 10,448 square feet and Outlot D is 9,044. 9,442. Skistad: And I saw that on the chart but I didn’t see the dimensions. Al-Jaff: So they are both 90 feet wide. Skistad: Okay 90 and then about. Al-Jaff: About 100. Skistad: So someone would really want to build on there. Aanenson: Well someone would go onto but they’re substandard. Oh yea it would go. They would go and that’s why we want to tie it together with the other lots. They’re substandard so they would need variances because they don’t meet the requirements of a shoreland lot and so that’s why we felt strongly of tying the two together and based on the City Attorney’s opinion the best way would be to do the variance process. Tietz: Kate would they need a variance to put a shore structure for paddleboat paraphernalia. Aanenson: A water orientated structure? That’s what we would call those. Al-Jaff: That’s what we. Tietz: So that still could be done within, that combined. Aanenson: If they’re combined. Tietz: But it would not have to come back for another variance. Al-Jaff: No. Aanenson: If they’re combined that’s a process yeah so if they want to do water and follow those regulations yeah. Tietz: I want to simplify this if we can. Aanenson: Yes. McGonagill: Oh yeah. Chanhassen Planning Commission – December 3, 2019 16 Tietz: One more. I just want to follow up with that grading question. Not too detailed but does the site, does the site balance? Marty Campion: No. The site is short because we’re filling in that low area that’s in the middle. Tietz: Right so my thought of actually raising the building area there for that would actually increase the amount of material you have to bring in. Marty Campion: Well and it’s not so much that. I was just looking at the existing topography out there and we’re really at, in the southeast corner of Lot, what’s labeled as Lot 2 we’re almost the same elevation as we are in the northeast corner of Lot 3 because of how the street drains there so it’s going to be difficult to drain that, that direction. We’ll have to figure out a way to get that to the basin rather than to the north. Tietz: Okay. McGonagill: Erik when you, when lot, I’m still hung up on the one to the south. When that develops do you think what will happen, sewer and water would come off of Minnewashta Parkway and how would you get it to the lot to the left? If Stratford Ridge comes up when we divide, you know you may have a lot to the west of Stratford of the new extension. How are you going to get sewer and water into that? Tietz: Wouldn’t it come off of Stratford? McGonagill: That’s probably where it would come from I would think is probably where it would come from. Henricksen: Right for sanitary sewer… McGonagill: It would come that way and then the water would come the same way? Henricksen: Correct and the applicant or however they propose to subdivide that southern lot there is a possibility just as with this subdivision that some services could be had off of Minnewashta. Something that we wouldn’t necessarily be opposed to but depending again on the orientation and the elevations for sanitary sewer it would either come from Stratford or it could potentially go to Minnewashta so there are adequate services on both. McGonagill: And there’s nothing to keep it, setting a precedent here like we’re doing Kate with the outlot approach and dividing the Lots 2 and 3 with Outlot C and D to make it one big lot. If that happens to the south we’re setting in a way a precedent that’s what our expectations are because they’ll have the same issue. They have a lot to the east of the road. Chanhassen Planning Commission – December 3, 2019 17 Aanenson: Yeah I’m not sure if that lot is 20,000 plus but yeah. McGonagill: But driven by size. Aanenson: Correct. McGonagill: Yes I understand. Aanenson: Yes it has to meet the shoreland requirements. McGonagill: Okay thank you. If it doesn’t then. Aanenson: Correct we would take the same approach. McGonagill: Yes. Some consistency somewhere. Aanenson: Yes. McGonagill: Okay. Weick: Can you put up the motion? And the water and sewage that Erik went through are written into the conditions? So those would have to be, those changes that he talked about have been written into the Findings of Fact as well. If there aren’t further comments we could certainly entertain a motion. Or further discussion. Skistad: I had my questions answered so I’m good. With moving forward. I think it’s the best we can do so. Randall: I’ll make a motion. Weick: Halleluiah. Randall: The Chanhassen Planning Commission recommends approval of the preliminary plat to subdivide 2.71 acres into 3 lots with 4 outlots with the variances as shown in plans stamped Received November 1, 2019 subject to the conditions of approval and adopts the Findings of Fact and discussion recommendation. Weick: We have a valid motion. Do we have a second? Tietz: Second. Chanhassen Planning Commission – December 3, 2019 18 Weick: We have a valid motion from Commissioner Randall and a second from Commissioner Tietz. Any comments before we go to vote? Thank you all on the commission for your questions and diligence on this item. Randall moved, Tietz seconded that the Planning Commission recommends the City Council approve the preliminary plat to subdivide 2.71 acres into three lots and four outlots and a variance to allow a private street and lots to be bisected by a public street as shown in plans stamped “Received November 1, 2019”, subject to the following conditions and adoption of the findings of fact and decision recommendation: SUBDIVISION Engineering: 1. The installation of a contiguous curb consistent with the Minnewashta Parkway corridor shall be constructed where the existing driveway access is located (see City Detail Plate #5203) immediately after the construction entrance at the location has been permanently removed. 2. The applicant shall provide adequate right-of-way (ROW) over the entirety of the trail along the west side of Minnewashta Parkway. This ROW shall align with the newly subdivided property to the north to ensure continuity and will be reviewed and approved by the city prior to recording of final plat. 3. No additional accesses shall be had off Minnewashta Parkway to serve the newly created lots. 4. Covenants addressing the maintenance and snow plowing operations of the private street shall be filed against all benefiting properties and submitted to the city for review and approval prior to recording of final plat. 5. Grading plans shall be updated to illustrate drainage arrows. 6. Appendix B of the Stormwater Management Plan shall be updated to include drainage arrows illustrating the direction of discharge from each sub-catchment. 7. Updated stormwater modeling verifying adequate capacity of downstream public stormwater facilities and conveyance systems shall be provided for review and approval prior to recording of final plat. 8. Plans shall be updated to address Sec. 18-57.p.4 regarding the design of adequate drainage facilities for the private street. Chanhassen Planning Commission – December 3, 2019 19 9. An updated SWPPP shall be submitted as plans are finalized, when the contractor and their sub-contractors are identified, and as other conditions change. Review and approval of the standalone document is required prior to any grading. 10. The newly extended 6” C900 water main shall be privately owned and maintained. 11. Coordination with all small utility companies for the excavation and underground utility installations shall be maintained by the applicant and their contractor. 12. Lot 2’s water service shall be had from the newly extended water main; plans shall be updated accordingly. 13. Updated plans shall be submitted as to not create a potential conflict or any crossing of the sanitary service lateral to Lot 1 with the newly extended water main. 14. The applicant’s contractor shall field verify the serviceability of the existing sanitary sewer service for Lot 2. This shall be accomplished via CCTV which will be provided to the city prior to connection of the existing sanitary sewer lateral. 15. A Homeowners Association (HOA) encompassing all lots is required, in perpetuity, to ensure the technical expertise and funding mechanisms for the operation and maintenance of the private street and stormwater treatment devices. 16. Operation and maintenance of private stormwater BMPs is required in perpetuity. An operation and maintenance plan must be approved by the Water Resources Coordinator, or their designee, and recorded against the properties that details the HOA’s permanent inspection, maintenance, and funding mechanism that ensures stormwater BMPs will function as designed. Construction Plan Review: 1. On sheet 2 of 10: for clarity, remove call-outs associated with curb & gutter removal or bituminous removal as those are related to the installation of utilities and are addressed on subsequent sheets; add to notes associated with removal of structures (e.g. house, deck, sheds, etc.) that any removal requires a building permit; add to notes that any found wells, septic, tanks, etc. shall be abandon in accordance with the appropriate state and local regulations. 2. On sheet 3 of 10: illustrate existing public trail on the preliminary plat to ensure appropriate ROW dedication; clarify shoreline area illustrated adjacent to “Outlot C” and “Outlot D” on preliminary plat, it is unclear if this area is designated as D&U. 3. On sheet 4 of 10: update call-outs for sanitary sewer taps to incorporate “WYE” and not “SADDLE”, update call-outs for removal and replacement of curb & gutter and bituminous to identify the appropriate city detail plate numbers; Note 5 shall be updated read “…shall be PE/PEX” and not copper, (the city specifications and plates are being Chanhassen Planning Commission – December 3, 2019 20 updated to incorporate no use of copper for water service laterals; detail plates and specifications can be provided upon request); Note 6 should updated to address the need for a city Underground Utility Permit (ROW permit); Note 8 correctly addresses City Code regarding the location of the curb stop at the property line, however the plans illustrate the curb stop at the D&U line, update plans accordingly; Note 9 should be updated to incorporate the same requirement for water services (painted blue); Note 10 should be updated to incorporate language that tracer while shall meet city specifications, also the notes are overlaid with another label and are illegible, update accordingly; add a note to the effect that testing requirements for water main installation shall meet city requirements and specifications, and that the coordination of testing (bacteria, pressure, etc.) are to be coordinated with the Public Works Utility Department (952-227-1130). 4. On sheet 5 of 10: the call-out for the construction of the private drive entrance at Country Oaks Drive shall include detail plate #5206 which will require the detail sheet to be updated accordingly; construction of the private street and other utilities may encroach into abutting properties, update the plans to incorporate notes for protection of private property and private structures/landscaping or if a temporary construction easement is required; provide a typical street detail that adequately addresses the 7-ton design requirement; EOF should be shown, profile details for the EOF and storm pond shall be provided with elevations, include the OCS within the storm pond detail; either update Note 1 so that Class 5 RCP is utilized, or eliminate entirely as no RCP is proposed; add note that an Underground Utility Permit (ROW permit) is required for the connection to the existing catch basin. 5. On sheet 6 of 10: illustrate the locations of all borings referenced in the geotechnical report; illustrate drainage arrows for proposed elevations and grades; include in the legend a detail for the house pad call-outs (G, TF, LL, WO) for clarity; show benchmark location and elevation; include first floor elevations of buildings on adjacent lots (i.e. the lot and building to the south); include existing and proposed elevations at the following locations – each lot corner, top of curb or centerline of roadway at each lot line extension, center of proposed driveway at curb, grade at corners of proposed structure. 6. On Sheet 7 of 10: identify proposed stockpile locations; under the call-out for the silt fence around pond, direct contractor to sheet 10 for additional notes on installation and stabilization of pond; provide detail number for construction entrance call-out; all construction access will be had through one approved construction entrance, thus the silt fence on the northwest corner of the site should be contiguous (no gap), provide a second phase of the erosion control plan for when the construction access off Minnewashta Parkways is closed and stabilized per Engineering Condition (1.) and the construction entrance at the northwest corner is active. 7. On sheet 10 of 10: Update General Grading Note 9 that haul routes shall be supplied to the city for review prior to grading and that there will be no hauling during road restrictions unless reviewed and approved by the city; update General Grading Note 20 that the city’s Water Resources Coordinator, or their designee, shall be notified 24-hours prior to commencement of dewatering activities; update Erosion/Siltation Control Note Chanhassen Planning Commission – December 3, 2019 21 11 to eliminate “Contractor shall place Mirafi fabric and gravel over all catch basins…”, if inlet protection is required it should meet the city specifications and detail plates (catch basin sediment trap #5302A). Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for two of the three lots. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current single-family park fee rate of $5,800 per dwelling, the total park fees would be $ 11,600. Environmental Resources Coordinator: 1. No required landscape plantings shown on the approved landscape plan may be planted in any of the outlots. 2. Tree planting requirements on each lot are as follows: Lot 1 – 10 overstory deciduous, 8 evergreens; Lot 2 – 3 deciduous overstory, 5 evergreens; Lot 3 – 5 deciduous overstory, 3 evergreens. 3. Any tree removal on Outlot C or D shall be replaced 2:1 diameter inches on the same outlot. 4. Tree preservation fencing must be installed around trees proposed to be saved prior to any construction activities. Planning: 1. Approval of the subdivision is contingent upon the applicant securing the segment of property, to allow the applicant to achieve a 30-foot frontage on a public ROW off of Country Oaks Drive and the City Council approving the transfer of Outlot B of Glendale Homes Drive Subdivision from the city to the applicant. 2. The applicant shall combine Outlot C with Lot 3 and Outlot D with Lot 2. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Weick: This motion passes unanimously 5 to 0. Thank you. Okay give me just one second. APPROVAL OF MINUTES: Commissioner Skistad noted the verbatim and summary Minutes of the Planning Commission meeting dated November 19, 2019 as presented. ADMINISTRATIVE PRESENTATIONS. Aanenson: Actually we had no Planning Commission items go forward so we do have the code amendments. Those are going on the next meeting so the last two meetings we haven’t had, Chanhassen Planning Commission – December 3, 2019 22 there’s a little bit of blow so because of the election and the like we hadn’t met so. I also just to give you an update on what, this is our last meeting of the year and right now the deadline for the first meeting in January, which would be the deadline would be this Friday. We’re not sure if we’re going to have anything in or not so I’ll let you know so you can extend your holiday plans so as soon as we know on Friday I’ll send out an email so everybody knows whether or not that meeting but we do have some items that would be coming forward on the second meeting in January so, but I’ll let you know on that. Keep you posted on that. I know it’s kind of nice to anticipate the schedule so we’ll let you know on that. Skistad: Do we have a new schedule for next year? Aanenson: I’ll put that out, I’ll send that out to you on Friday too. What the meeting are yes. That just got approved. Again we don’t meet on election nights or we try not to meet on National Night Out too so I’ll put that out so. And then keep us informed on that. I’m trying to think what other, upcoming projects we are talking about. Oh the one that we think will be coming in the second meeting in January, there’s another small kind of boutique senior housing and that would be over, next to Lake Ann Park. A piece of property that was owned by Southwest Transit right in front of, right off Audubon there. About 40 units. One story. Kind of like Beehive. Something like that so that one is in the works so that’s the one I think is probably the most likely to go forward. We do anticipate some changes maybe to the Perkins site. We’ve asked them to do a traffic study. We thought maybe that traffic study might come in this Friday. Not sure where that sits on that but so those would be the ones, kind of the smaller ones. Sharmeen’s got another small subdivision too. These infill ones. You can see the challenges that we as planners. They see our job is trying to make all the pieces of the puzzle fit and not everybody always wants to work together at the same time and people that are already there are kind of entrenched about how the change happens and sometimes it makes for less desirable and so that’s always our challenge that we try to work through so you’ve kind of seen that as we go on this project what happens when you make one decision and it forces other decisions that may, may or may not be good but fortunately I think we were able to make some things work. There was some, a little bit of relief. The good news on that over sized lots. All those lots were well in excess of so that was the win on that so. That’s all I had. I think I’ve got a couple items for work session when you’re ready to adjourn and then we’ll just kind of go into more relaxed work session. Weick: Okay. Any questions for Kate? McGonagill: Thank you and all your staff for the job they all did this year. We really appreciate it. Aanenson: Thank you. McGonagill: You did a lot of work. A lot came through here. Chanhassen Planning Commission – December 3, 2019 23 Weick: I would entertain a motion to adjourn. Commissioner McGonagill moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was adjourned at 8:00 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Receive Senior Commission Minutes dated November 15, 2019 Section CONSENT AGENDA Item No: D.6. Prepared By Sharmeen AlJaff, Senior Planner File No: PROPOSED MOTION “The City Council receives the Senior Commission minutes dated November 15, 2019.” Approval requires a Simple Majority Vote of members present. ATTACHMENTS: Summary Minutes CHANHASSEN SENIOR COMMISSION MINUTES November 15, 2019 MEMBERS PRESENT: Jerry Cerchia, Carol Buesgens, Bhakti Modi, Ruth Lunde, Dorina Tipton. MEMBERS ABSENT: Mack Titus, Lisa Lyon. STAFF PRESENT: Sharmeen Al-Jaff, Mary Blazanin. GUESTS PRESENT: none. Commissioner Cerchia called meeting to order. Approval of Agenda: Commissioner Lunde moved to approve the Agenda. Commissioner Modi seconded the motion. All voted in favor. Senior Commission Minutes: Commissioner Modi moved to approve the Agenda. Commissioner Lunde seconded the motion. All voted in favor. Goals and Objectives: Following the August and September meetings, the Senior Commission continued discussions on 2019 goals - to determine which we wish to change or improve for 2020. Discussions centered primarily how the Senior Commission can impact advocating for affordable housing and universal design as standards for the future of aging in place. Discussion on City of Chanhassen website accessibility highlighted some difficulties in locating specific information quickly. Commissioner Modi will meet with Mary Blazanin and Annie Lundell to identify ease of access recommendations. ACT on Alzheimer’s Update Maple Corner, Chanhassen’s Memory Café, officially opened on November 14. Those attending provided excellent feedback on activity, interactions and enjoyment. As November is National Alzheimer’s Month, numerous activities have taken place. • Glen Campbell documentary – “I’ll Be Me” on Nov 2 • “Having the Conversation” Panel Discussion on Nov 12 • Annual Memory Screening – Nov 13 • “Holidays – Thrive, Don’t Just Survive” – Nov 13 • Alzheimer’s Table at Chanhassen Library – each Wednesday in Nov Senior Commission Comments: Commissioner Buesgens informed the Senior Commission that she will not be seeking re-election in 2020. Adjournment: Chairman Cerchia called for meeting adjournment. Commissioner Modi moved to adjourn; Commissioner Lunde seconded the motion. All voted in favor. Prepared and submitted by Sharmeen Al-Jaff CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Receive Environmental Commission Minutes dated November 13, 2019 Section CONSENT AGENDA Item No: D.7. Prepared By Jill Sinclair, Environmental Resources Coordinator File No: PROPOSED MOTION “The City Council receives the Environmental Commission Minutes dated November 13, 2019.” Approval requires a Simple Majority Vote of members present. ATTACHMENTS: Summary Minutes 1 Chanhassen Environmental Commission (EC) Regular Meeting November 13, 2019 Members Present: Bill Chappell, Keith Butcher, Greg Hawks, Jeff Harken, Don Vasatka Members Absent: Rachel Popken, Kristin Fulkerson Staff Present: Jill Sinclair, Environmental Resource Specialist; Guests Present: Terry Jeffery, Riley Purgatory Bluff Creek Watershed District; Sharon McCotter, resident Minutes: October minutes were approved. RPBCWD update from Terry: Terry introduced himself and explained what the Watershed District does. He said that the district is named after the three creeks within the watershed. Of the 3, Riley has the most flow. He handed out maps showing projects currently underway and proposed in Chanhassen. At Lake Susan park they installed a 2-stage pump in the pond. One stage waters the ballfields and the other pump sprinkles water over an iron filter on the south side of the pond. The cleaned water then drains to Lake Susan. There are no chloride impairments yet in any of the waters. The City, and Pat Maczko in particular, is doing a good job of finding ways to reduce salt applications. The Lake Susan spent lime installation had problems with a blocked culvert and water wasn’t flowing through. This backed up the pond levels south of Lake Susan Hills and caused the spent lime to form a hard pan. This winter the Watershed District is planning on cleaning it out and adding sand to hopefully avoid the problem in the future. Rice Marsh Lake received a 2018 alum treatment which binds with particulates and holds phosphorous in place for 15-20 years. The trend over time in Rice Marsh has been improved water quality since 1972. Which, coincidentally was the year that the city stopped pumping sewage into the lake. Downtown Chanhassen has little to no stormwater treatment installed. Phosphorous loading in these areas comes from precipitation, leaves and P bound to sand/grit. The watershed will be installing a proprietary device that will take out sediment and P before going into Rice Marsh Lake. The ‘Jellyfish’ device has been installed at Total Wine, but the watershed hasn’t confirmed that is working properly. The Pioneer Trail Wetland Restoration project will restore a large wetland at the northwest corner of Hwy 101 and Pioneer. The Watershed District would like to see community interaction with the wetland and encourages the EC to submit ideas for ways to do that. St Hubert church and school will be receiving funding for a project by the Watershed District to install a cistern under the playground to capture roof runoff. They will also be putting in a proprietary device and installing a tree trench in the parking lot. There will be a prairie restoration in the open area along Main Street and drain tile installed in their soccer field. All improvements will be paid for by the Watershed District. 2 By-laws change: The commission unanimously voted to change the by-laws to include “The EC shall report annually to City Council on the status of on-going initiatives, including, but not limited to Minnesota GreenStep Cities” under Duties and Responsibilities. 2020 Work Plan: The commission did an initial review of the 2020 plan and added tour ideas. They will review it again next month. Spring Connection article: The article will be on Reduce, Reuse, Recycle, Refuse – the 2020 focus topic. The summer article will be on composting. Jeff volunteered to write them. General Discussion: • Kristin is working on the Holiday recycling article and focusing on sustainability. • Sharon McCotter organized and led the Clean Up for Water Quality. She reported that there were about 26 volunteers who collected 122 bags of leaves! Next year she’d like to put up door knockers in the neighborhoods they’re working in the week before the event. And maybe add Lotus Trail to the clean up area. Meeting adjourned at 7:50 pm Minutes prepared by Jill Sinclair CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Approve Final Plat, Development Contract and Plans and Specifications for The Park 2nd Addition Section CONSENT AGENDA Item No: D.8. Prepared By Kate Aanenson, Community Development Director File No: Planning Case No. 201901 PROPOSED MOTION “The Chanhassen City Council approves the Final Plat, Development Contract and Plans and Specifications for The Park 2nd Addition”. Approval requires a Simple Majority Vote of members present. SUMMARY The applicant, Lennar, is requesting approval of the final plat for The Park 2nd Addition subdivision. The Park 2nd Addition will create 57 lots, 4 outlots, and rightofway for public streets for the property. BACKGROUND On March 11, 2019, the Chanhassen City Council approved the following: The rezoning of 191 acres from Rural Residential District, RR, to Planned Unit DevelopmentResidential, PUD R; including the PUD ordinance 'Galpin Design Standards'; The Wetland Alteration Permit of 1.28 acres of wetland impacts subject to conditions in the staff report; and The Subdivision Preliminary Plat creating 169 lots, three outlots and dedication of public rightofway as shown in plans prepared by Pioneer Engineering dated February 28, 2019, to be modified to match the site plan presented on March 11, 2019, with the reduction of four lots, subject to the following conditions: Stated in the Conditions of Approval section. On April 5, 2019, Lennar submitted a revised preliminary plat that was consistent with the Conditions of Approval of the March 11, 2019 City Council action. Those plans were modified on May 24, 2019. On July 7, 2019, the City Council reviewed the changes in the preliminary plat and approved a grading plan. The 8 stall parking lot is being relocated to the south side of the street from its current location. The approved PUD governs the standards for the development including the maximum of 31 Villa homes. On Monday, August 12, 2019, the Chanhassen City Council approved the final plat for The Park which included 50 lots and the dedication of 50 acres of public park. CITY COUNCIL STAFF REPORTMonday, January 27, 2020SubjectApprove Final Plat, Development Contract and Plans and Specifications for The Park 2ndAdditionSectionCONSENT AGENDA Item No: D.8.Prepared By Kate Aanenson, CommunityDevelopment Director File No: Planning Case No. 201901PROPOSED MOTION“The Chanhassen City Council approves the Final Plat, Development Contract and Plans and Specifications for ThePark 2nd Addition”.Approval requires a Simple Majority Vote of members present.SUMMARYThe applicant, Lennar, is requesting approval of the final plat for The Park 2nd Addition subdivision. The Park 2ndAddition will create 57 lots, 4 outlots, and rightofway for public streets for the property.BACKGROUNDOn March 11, 2019, the Chanhassen City Council approved the following:The rezoning of 191 acres from Rural Residential District, RR, to Planned Unit DevelopmentResidential, PUDR; including the PUD ordinance 'Galpin Design Standards';The Wetland Alteration Permit of 1.28 acres of wetland impacts subject to conditions in the staff report; andThe Subdivision Preliminary Plat creating 169 lots, three outlots and dedication of public rightofway as shownin plans prepared by Pioneer Engineering dated February 28, 2019, to be modified to match the site planpresented on March 11, 2019, with the reduction of four lots, subject to the following conditions: Stated in theConditions of Approval section.On April 5, 2019, Lennar submitted a revised preliminary plat that was consistent with the Conditions of Approval ofthe March 11, 2019 City Council action. Those plans were modified on May 24, 2019.On July 7, 2019, the City Council reviewed the changes in the preliminary plat and approved a grading plan. The 8stall parking lot is being relocated to the south side of the street from its current location. The approved PUD governsthe standards for the development including the maximum of 31 Villa homes. On Monday, August 12, 2019, the Chanhassen City Council approved the final plat for The Park which included 50 lots and the dedication of 50 acres of public park. RECOMMENDATION Staff is recommending approval of final plat for The Park 2nd Addition subject to approval of the conditions in the staff report, the Development Contract and Plans and Specifications. ATTACHMENTS: Staff Report Final Plat 2nd Addition Development Contract Compliance Table Grading and Erosion Control Plan Sheets Landscape Plan Sheets Streets and Utilities Plan Sheets Development Review Comments from Carver County CITT OT CHANIIASSII'I Chanhassen is a Community for Life - Providing for Today and Planning for Tomonow MEMORANDUM TO Todd Gerhardt, City Manager FROM:Kate Aanenson, AICP Community Development Director Erik Henricksen, EIT, Project Engineer Jill Sinclair, Environmental Resources Coordinator Todd Hoffinan, Park and Recreation Director DATE: Jarvary 27,2020 SUBJ:Approve the Final Plat, Development Contract and Plans and Specifications for "The Park 2nd Addition" - Planning Case No. 2019-01 PROPOSED MOTION "The Chanhassen City Council approves The Park 2nd Addition Final Plat, Development Contract and Plans and Specifications". Approval requires a simple majority vote of City Council. PROPOSAL SUMMARY The applicant, Lennar, is requesting approval ofthe plat for The Park 2nd Addition subdivision. The Park 2'd Addition will create 57 lots, four outlots, and right-of-way for public streets for the property. BACKGROUND On March 11, 2019, the Chanhassen City Council approved the following: The Rezoning of 191 acres from Rural Residential District, RR, to Planned Unit Development - Residential, PUD-R; including the PUD ordinance 'Galpin Design Standards'; The Wetland Alteration Permit of I .28 acres of wetland impacts subject to conditions in the staff report; and PH 952.227.1100. www.ci.chanhassen.mn.us. FX 952.227.1110 a r/OO I4ARKET BOULEVARD .PO BOX I47. CHANHASSEN .MINNESOIA 55317 o The Subdivision Preliminary Plat creating 169 lots, three outlots and dedication ofpublic right- of-way as shown in plans prepared by Pioneer Engineering dated February 28,2019, to be modified to match the site plan presented on March I l, 2019, with the reduction of four lots, subject to the following conditions: Stated in the Conditions of Approval section. Todd Gerhardt The Park 2nd Addition Final Plat Jarr,nry 27,2020 Page2 On April 5,2019, Lennar submitted a revised preliminary plat that was consistent with the Conditions of Approval of the March 11,2019 City Council action. Those plans were modified on May 24,2019. On July 7,2019, the City Council reviewed the changes in the preliminary plat and approved a grading plan. The 8-stall parking lot has being relocated to the south side ofthe sueet from its current location. The approved PUD govems the standards for the development including the maximum of 3l Villa homes. On Monday, August 12, 2019, the Chanhassen City Council approved the final plat for The Park with included 50 lots and the dedication of 50 acres of public park. SUBDIVISION REVIEW *\ \i I I 3RD AD ZI \ t): \ al, .| ,]ta l- It \a I',. I El'..., r,--- T}IE PARK PHASE 2 GRADING GRADING & EROSION CONTROL PLAN CHANHASSEN, MINNESOTA I i ) I \ -/ ='I Todd Gerhardt The Park 2nd Addition Final Plat lmuNy27,2020 Page 3 THE .i.]l. .'") n,CtTlit\. I I =F l:I t, I I ltalEEn+< Attached is a spreadsheet demonstrating that all lots meet the standards of the PUD. As specified in the PUD, eight homes, similar or equivalent to, the Villa homes are being placed on Lots 1-8, Block 6. These lots have an average area size of 9,623.50 (the minimum allowed is 8,450). THE :-'r. '. :,l'lT.:'. I I I -i- Iff\EIXa'r I --/ \i ;i' = Todd Gerhardt The Park 2'd Addition Final Plat Janrary 27 ,2020 Page 4 REVIEW CONDITIONS PRELIMINARY APPROVAL Park and Recreation 1. Dedication of 100+/- acres ofwooded open spaces and wetlands in the eastem halfofthe property to the City of Chanhassen for parkland in exchange for a housing density transfer and fulfillment of a nine +/- acre parkland dedication requirement. Outlot A will was dedicated to the city. 2. Acknowledgement that the dedicated land may be developed at the city's discrelion as parkland for public use and may include, but is not limited to trails, boardwalks, bridges, structures, and signage. Will Occurred with the Development Contract for the lst phase. 3. The planning, engineering, grading, and placement of aggregate and bituminous base for construction ofa l0-foot wide bituminous easVwest trail connection between Calpin Boulevard and a location east of Street "D", and in lieu of constructing a l0-foot wide bituminous trail adjacent to Galpin Boulevard between Street *E'and Street "A", make a $120,000 (1,600 feet @ $75 per foot) contribution to the city's Trail Fund. Condition tele was added to the Development Contract for The Park 4. All trails shall meet all city standards for trail construction. Condition te$e was added to the Development Contract for The Park. 5. The east/west trail shall maintain a minimum 1 0-foot setback from outside edges of trail to private property and be designed to minimize encroachment of wetland buffers. Condition te-be was added to the Development Contract for The Park 6. The east/west trail crossing of Street "A" shall be relocated from a midblock crossing as shown to the intersection of Street "A" and Street "D". 7. The east/west trail shall be designed and constructed so as not to require relaining walls. Condition te-be was added to the Development Contract for The Park 8. The entirety of the easVwest trail and associated buffers shall be constructed within the dedicated public outlots. Condition te$e was added to the Development Contract for The Park 9. The planning, engineering and construction of the I 0-foot wide bituminous trails connecting both Street "2" ard T opaz Drive,/Ridge Lane to the planned trail at the westem edge of Lake Lucy including trail easements. Condition tebe was added to the Development Contract for The Park Outlot A I 1.0775 acres Future Phase and Wetland Outlot B 10.0217 acres Future Phase Outlot C 0.1223 acres Drainage and Utility Easement Outlot D 0.1772 acres Drainage and Utility Easement Plannine 1. All l9l acres must be included in the PUD. Condition to be added to the Development Contract for The Parlc 2. All lots and homes must be developed consistent with the standards in the Compliance Table. Condition to be added to the Development Contract for The Park Eneineerine l. Any requirements set by the MCES to work within the MCES's sewer and utility easement shall be addressed by the applicant. Condition does not apply for The Park Final Plat; Condition does apply for The Park 2'd Additional Final Plat. 2. An executed agreement between the developer and the MCES allowing work within the MCES's easement shall be provided to the city prior to the issuance of grading permits. Condition does not apply for The Park Final Plat; Condition does apply for The Park 2od Additional Final Plat. 3. The width ofthe public right-of-ways shall be called out on the final plat prior to acceptance and recording, this includes radii cul-de-sac bulbs. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 4. Thirty-foot (30-foot) wide drainage and utility easements, for the purpose ofaccessing utilities and basins, shall be provided between bulne imi{ed-te LotsJ40-and=l}l abutting Public Street5 !22 prior to acceptance and recording. Condition has been p3!!@! for clarity and has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 5. Right-of-way dedication in conformance with the Carver County Development/Access Review Comments, subject to review and approval by the county and city prior to acceptance and recording ofthe final plat. Condition has been met for The Park Final Plat and The Park 2od Addition Finel Plat. 6. Ongoing coordination with the county and city regarding future improvements to Galpin Boulevard. Also see Condition 25 20. Condition has been 4!![9g! for clarity and still applies. 7. The developer shall locate on the existing condition survey all existing wells and septic fields. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 8. The developer shall abandon all existing wells and septic fields in accordance with all federal, state, and local regulatory agency standards, and obtain all necessary permits for said abandonments. Prior to commencement of abandonment activities, a copy of all required permits from the appropriate regulatory agencies shall be provided to the city. Condition still applies. 9. Provide an updated existing condition survey that illustrates the MCES sanitary and utility easements on parcels 25.0100400 and 25.7580040. Condition no longer applies. 10. The applicant shall submit a mass grading plan or a phased grading plan (as applicable) for review and approval by the city prior to is's'Haa€d grading pemi+s. Condition has been pqgg!![g{ for clarity and has been met for The Park Final Plat and The Park 2nd Addition Final Plat. Todd Gerhardt The Park 2nd Addition Final Plat Jarllary27,2020 Page 5 Todd Gerhardt The Park 2nd Addition Final Plat Jaruuy 27,2020 Page 6 I 1. Proposed spot elevations shall be shown on the grading plans at the center ofthe proposed driveway at the curb line for review prior to issuane+ef grading pemi+s. Condition has been g!![g! for clarity and has been met for The Park Final Plat and The Park 2'd Addition Final Plat. 12. Proposed spot elevations shall be shown on the grading plans at top of curb for review prior to issrlanee-ef grading pemi+s. Condition has been ry!!l@! for clarity and has been met for The Park Final Plat and The Park 2od Addition Final Plat, 13. Drainage arrows for all EOF routes shall be included on the $ading plans prior to issnan€eof grading pemi+s. Condition has been 4g!![9{ for clarity and has been met for The Park Final Plat and still applies to The Park 2od Addition Final Plat. 14. Grading within bluff setbacks is subject to review and approval by the city prior to is€nan€e ef grading pemi+s. Condition has been q!![gg! for clarity. Condition does not apply for The Park Final Plat or The Park 2od Addition Final Plat. 15. All existing buildings and structures within the city's Well House #3 property abutting Galpin Boulevard shall be included on the grading plans. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 16. Grading plans shall be updated to include the location and grade ofthe improved and relocated access driveway to Well House #3 offGalpin Boulevard. Condition no longer applies. 17. Grading plans shall be updated to include the location and protection methodology ofthe significant oak tree on the Well House #3 site. Condition does not apply for The Park Final Plat or The Park 2od Addition Final Plat. 18. The applicant shall submit revised grading plans and stormwater plans so that no stormwater runoffflowsdirectlyontothepublictrail@'Conditionhas been 4!!!9g! due to updated plans and has been met for The Park Final Plat and The Park 2od Addition Final Plat. 19. An updated geotechnical report assessing slope stability immediately east oflot I l0 abutring Steet "A" shall be submitted for review and approval prior to the issuance of grading permits. Condition no longer applies. 20. Final grading plans, including pond locations, sizing and analysis, along with right-of-way dedications offGalpin Boulevard, shall conform to the future Galpin Boulevard reconstruction project. Cross reference of grading plans, profiles, and respective cross sections are to be provided at key locations such as intersections, ponds, or other special features required by the county and city for review prior to acceptance and recording of the final plat. Condition has been met for The Park Final Plat and still applies for The Park 2od Addition Final Plat. 21. All retaining walls exceeding four (4) feet in height shall have plans and details prepared by a registered engineer or landscape architect prior to issuance ofbuilding permits. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 22. The retaining wall south ofLots 108-l1l abuuing Street "A" shall be adjusted to accommodate a 1.5:1 buffer from the bottom ofthe proposed stormwater line to the bottom of the proposed retaining wall foundation. Condition no longer applies. Todd Gerhardt The Park 2nd Addition Final Plat Jantary 27,2020 Page 7 @Conditionisthesameas#l4andisnotnecessara. 24. All newly constructed streets and the extension ofany existing streets shall be public streets, owned and maintained by the city, after acceptance ofthe public improvements by the City Council. Condition still applies. 25. All newly constructed public streets shall be designed to meet the current standard specifications and detail plate for residential streets (Detail Plate #5200), unless otherwise directed by the City Engineer. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 26. Any and all conditions associated with the alignment and configuration of"Mattie Circle" set by the Planning Commission or City Council shall be addressed by the applicant prior to acceptance and recording ofthe final plat. Condition does not apply for The Park Final PIat or The Park 2"d Addition Final Plat. 27. The developer shall provide a curb cut and access easement for parcel 25.0100400 onto Street "2". Condition no longer applies. 28. A water service lateral shall be stubbed offthe "Mattie Circle" water main for the future connection to parcel 25.0100400. Condition does not apply for The Park Final Plat or The Park 2n'r Addition Final PIat. ion- A eeotechnical eneineerine shall be on-site durins sradins ooerations. If eroundwater is enco untered durins sradins. erades shall be ad iusted to maintain a thee foot seoaration from the bottom floor elevatio and adherins to the recommendations of the soil ensineer on site. Chanees to srades shall be submitted to the ciw for review and aooroval Condition has been 4g[[99! due to updated plans and still applies. 30. Sidewalks shall be extended along the cul-de-sacs located off S+reetsiD-;:Gi Lucy Ridee Lane andjZr and shall be constructed in accordance with the city's standard specifications and detail plates for concrete sidewalks. Condition has been modified for clarity. Condition does not apply for The Park Final Plat or The Park 2'd Addition Final Plat. 31. All curb ramps shall be constructed to meet ADA standards and the city's Detail Plates #521 5-521 5D. Condition still applies. )2. lntersection improvements to provide pedestrian access at the intersection ofGalpin Boulevard and Street "E'Pearl Drive shall be constructed in accordance with MUTCD best management practices. Condition has been gqg!!!!g! for clarity. Condition does not apply for The Park Final Plat; Condition applies to The Park 2nd Addition Final Plat. 33. A detail of the proposed street lights shall be provided prior to the issuance ofbuilding permits. Condition still applies. 34. An enumerated list ofall street lights and their proposed locations shall be provided for review and approval prior to the recording of the final plat. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. Todd Gerhardt The Park 2nd Addition Final Plat lmvry27,2020 Page 8 35. Street lights within the development shall be owned and maintained bv the electric utility company. be installed at all intersections and at the end ofeach cul-de-sac subject to review and approval by the city prior to issuance of building permits. Condition has been 4!!!!g! for clarity and still applies. 36. The site plan shall be updated to provide proposed street grades (centerline gradients). Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 17 . All newly constructed water mains shall be public water mains, owned and maintained by the city, after acceptance of the public improvements by the City Council. Condition still applies. 38. Water mains located on W Mattie Circle, Pearl Ddvc,and Paisley Path shall be tied into the hi gh-pressure zone located on Galpin Boulevard. Water main extensions on Topaz Drive and Lucy Ridge Lane shall be tied into the existing water main stubs (low-pressure zone). Condition has been gglSg! for clarity and still applies. 39. The water main located on St+ee+:Z:: Mattie Circle shall be tied into the existing stub off Ruby Lane and a gate valve near the connection point shall be installed. The gate valve shall be closed to separate the pressure zones. Condition has been 4g!![9g! for clarity. Condition does not apply for The Park Final Plat. 40. The developer shall field verifo the location ofall water main taps to the existine public mains off Gal Boulevard prior to the-issuanee-e{buildingAemits commencement of anv utilitv construction and update the plans accordingly. Condition has been 4g!!!g! for clarity and still applies. 41. The developer's contractor shall schedule a preconstruction meeting with Engineering and Public Works Utilities departments prior to the commencement of any work to the water main installation and tapping from Galpin Boulevard. Condition has been 4g!![99! for clarity and still applies. 42. Updated plans indicating the location ofall underground utilities on the east and west side of Galpin Boulevard, along with plans and profiles ofany utility crossings on the east and west side of Galpin Boulevard, shall be submitted for review and approval prior to the issnanee-efbuilding perni+s commencement of any utility constnrction. Condition has been 4g!![99! for clarity and still applies. 43. An agreement that lists the conditions and required improvements for the land swap between the developer and the city regarding Lot 163 and a portion of the Well House #3 site, shall be executed and recorded prior to the acceptance and recording of the final plat. Condition no longer applies. M. All utility crossings of potable water and sanitary and/or storm mains will require l8 inches of vertical sepiuation and l0 feet of horizontal separation. The developer shall submit construction plans with profiles and plan views ofthe utilities for review and approval prior to theissnanee-ef Uuilaing"emits the commencement of any utilitv constnrction. Condition has been p{!!!g! for clarity and still applies. 45. All utility crossings of potable water and sanitary sewer that do not meet vertical separation requirements will require that the saniwy sewer main at that crossing be constnrcted of PVC C900 Todd Gerhardt The Park 2nd Addition Final Plat Jaruary 27,2020 Page 9 water main material. The developer shall submit construction plans indicating material type at these locations for review and approval of the city prior to issuanee-elbuildingpermi+s the commencement of anv utilitv construction. Condition has been modified for claritv and still applies. 46. The developer shall submit construction plans indicating that pipe lengths of sanitary sewer mains are centered over potable water crossings. Condition has been met for The Park Final Plat and The Park 2od Addition Finat Plat. 47. Water mains shall be constructed at a minimum of 7.5 feet below grade, or insulated, and constructed in conformance with the city's standard specifications and detail plates. Condition has been modified for clarity and still applies. 48. Cluster valves located around water main tees shall be installed at a minimum offive feet from the tees to the valves, where feasible. All valve locations and any other water main appurtenances shall be reviewed and approved by the Engineering and Public Works departrnents prior to issuanee-eftd.Idi*g.pemi+s the commencement of any utilitv construction. Condition has been modified for clarity and still applies. 49. AII comments and conditions regarding fire appurtenances, spacing, and location set forth by the Fire department shall be addressed by the applicant. Condition still applies. 50. All newly constructed sewer mains shall be public sewer mains, owned and maintained by the city, after acceptance of the public improvements by the City Council. Condition still applies. 51. A 30-foot utility easement shall be recorded over the existing public sewer line, within Outlot A located near the south-central area ofthe preliminary plat, prior to acceptance of final plat. Condition no longer applies. 52. All conditions set forth by the MCES for the direct connection and installation ofan access manhole to their trunk line shall be addressed by the applicant, and all permits required for the connection and installation of the manhole shall be obtained prior to the commencement of construction. Condition does not apply for The Park Final Plat or The Park 2'd Addition Final Plat. 53. construction plans. Condition has been met for The Park Final Ptat and The Park 2'd Addition Final PIat. 54. Profile sheets for all public utilities, including sanitary sewer, shall be required for review and approval by the city prior to issuaaeeelbui4di*gaemits the commencement of any utility construction. Condition has been 4g!![99! for clarity and has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 55. PVC sanitary sewer pipes that will be constructed at a burial depth of0-16 feet shall be consfucted ofpipe class SDR 35, burial depths of 16-26 feet shall be of pipe class SDR 26, and burial depths of greater than 26 feet shall be of pipe class C900. Condition still applies. 56. Inverts that have a 20-inch or greater differential shall be supplied inside drops per city standards and be constructed per the city's Detail Plate No. 2104. Condition still applies. The applicant shall ensure the city's sanitary sewer nomenclature is incorporated in the 57. No roadway connection shall be made to Topaz Drive. Condition does not apply for The Park Final Plat or The Park 2od Addition Final Plat. Ensineerins: New C onditions Based on Review of The Park Preliminan Plat Revisions L The developer shall underground all overhead utilities from the southem property line to the northem property line of the development per City Ordinance Sec. l8-78(12). A $364,400.00 cash escrow for the construction of this public improvement shall be fumished to the city prior to recording offinal plat. Ifthe public improvement is not completed by January 1,2023 or upon commencement of the future Calpin Boulevard Improvement Project, whichever occurs first, the security will be used by the city for these improvements. Condition no longer applies. 2. Untreated or stormwater from lots not captured and routed to treatment facilities, particularly in backlots, require a conveyance system to be installed to route stormwater to treatment basins. Additional condition does not apply to The Park Final Plat; Condition does apply to The Park 2od Addition Final Plat. 3. No sump structues shall be installed in backyard pickups. Additional condition applies. 4. Access routes to storm basins shall have a slope no greater than 3:1 . Additional condition does not apply to The Park Final Plat; Condition does apply to The Park 2nd Addition Final Plat, 5. Access had from Galpin Boulevard to Outlot E shall be abandoned. Additional condition does not apply to The Park Final Plat or The Park 2od Addition Final Plat. 6. All public sanitary sewer utilities and sanitary sewer services shall have tracer wire installed. Detail plates and specifications shall be provided to the developer to meet this requirement and shall be defined in the supplemental provision for The Park Utility and Street Construction Project Manual. Additionat condition applied to The Park Final Plat, however this condition will be met for all future additions due to updated City Standard Specifications and Detail Plates (2020). 7. All public streets' base course shall utilize an asphalt binder grade of"C" in accordance with MnDOT asphalt grades (Table 2360-2), plates and cross-section details shall be updated accordingly. Additional condition applied to The Park Final Plat, however this condition will be met for all future additions due to updated City Standard Specifications and Detail Plates (2020). Ensineering: New Conditions Based on Review ofThe Park Final Plat l.Drivewaysshallbesetback@peft,linesinaccordancesection 20-1122 of City Ordinances. Condition has been modified for clarity; The condition still applies. 2. All driveways shall be located outside side lot drainage and utility easements. Condition still applies. 3. A $300 fee per light shall be collected with the development contract for electricity costs for the first year ofoperation. Condition still applies. Todd Gerhardt The Park 2nd Addition Final Plat Jat:lury27,2020 Page l0 Todd Gerhardt The Park 2nd Addition Final Plat Jan'tary 27 ,2020 Page I 1 4. The developer shall coordinate with the Building Department and Public Works Utility Department to determine which homes shall be required to install pressure reducing valves prior to the issuance ofbuilding permits. Condition still applies. 5. The contractor shall contact fie city inspector for inspection ofall insulated pipe crossings. Condition still applies. 6. On Sheet 1.3, provide a separate, enlarged inset detail ofthe proposed connection to the 24" DIP water main at the intersection of Galpin Boulevard and Hunter Drivef'Paisley Path" that includes plan and profile views ofthe location of all existing utilities. Include a note to coordinate this work with the Public Works Utility Department and city inspector 48 hours prior to wet tap. Condition has been met. 7. On Sheet 1.5 of the sanitary sewer and water main plans: DIP tees for risers on "Purple Parkway" shall be updated to be C900 wyes; the 20' DIP stubbed out of MH 16-078 shall be PVC, also add note to address proper pipe support (compaction) under influence zone ofpipe. Condition has been met l. The final plat shall be updated to include Outlots C & D to be encumbered in their entirety by a drainage and utility easement. 2. All plans, specifications, project manuals, and submittals shall be in conformance with the most recent version of city Standard Specifications and Detail Plates ://www.ci.chanhassen.mn. us/43 6/dard-S cifi cations-Detail-Plates 3. On Sheet 3 ofthe Grading Plans: The emergency over flow for the low point near station 18+00 along Pearl Drive is routed between Lots 2 and 3, Block 6, the plans shall be updated to show swale between the lots to direct the EOF towards Basin 300. 4. On Sheet 4: The emergency overflow locations for the low point near station 4+00 along Purple Parkway shall be illustrated on updated plans, cunently it appears water would overflow between Lots 5 and 6, Block 4 on the northeast side ofthe road; grading is proposed on the city's property where well #3 is located, a temporary construction easement shall be executed prior to commencement of grading operations; grading is proposed to impact a MCES utility easement, an executed agreement with MCES shall be secured and provided to the city prior to commencement of grading operations; the grades on the south side of Lot 2, Block 5 are 2:l and shall be adjusted to maintain slopes no steeper than 3:1 . 8. For all storm sewer plans: any HDPE pipe shall be called-out as 'N-12" in accordance with city standard specifications. Condition still applies. Eneireerins: New Conditions Based on Review of The Park 2od Addition Final Plat Todd Gerhardt The Park 2nd Addition Final Plat January 27 ,2020 Page 12 5. On Sheet 5: An updated erosion control plan shall be submiued that meets the requirements of Sec. l9- 145 of City Ordinances, no grading operations shall commence prior to review and approval of the updated submittal. 6. On Sheet 7: In the "Grading Sequence" notes the minimum topsoil depth shall be adjusted to 6"; in the "General Notes" Item 3 shall be updated to state a copy ofthe grading and erosion control plans must be on site at all times; Item l0 shall add the requirement of topsoil (6" minimum) required for all permanent turf areas; Item 12 shall indicate the requirement ofa vacuum sweeper truck is required to clean tracking. 7. The Utility & Street Construction Plans sheet numbers must be updated to reflect the proper sequencing ofsheets for clarity, e.g. Sheet 1.1 of28 does not have a Sheet 28 within the set. 8. On Sheet 1 l ofthe Utility & Street Construction Plans: Provide a separate, enlarged inset detail ofthe proposed connection to the 14" HDPE water main at the intersection of Galpin Boulevard and Longacres Drive/"Pearl Drive" that includes plan and profile views of the location of all existing utilities. The updated plan is required prior to the commencement of any construction activities in this location, pending review by the city. The newly installed 8" C900 water main shall be installed with a casing pipe with no bends, any conflicting utilities shall be lowered. 9. On Sheet I . 1 : An air release valve and manhole shall be located near the high point of the water main, pending revisions from Condition 8 (above); construction note 5 shall indicate "1" I.P.S. PE'; the gate valve located near station 5+ l5 along "Pearl Drive" over the sanitary main shall be offset 5' to the east; the irrigation service stubbed near station 0+95 along "Pearl Drive" must be PE and not DIP and shall be 1"; if a larger diameter service line is required, a justification must be submitted to the city for review; all water main within 7.5' of catch basins shall be insulated, e.g. at stations 1+60 arld 4+75 along "Pearl Drive"; all hydrants shall be located l0'away from light poles, e.g. at the intersection of "Pearl Drive" and "Purple Parkway"; on the profile, the future water main shall be called out as such and the plug should be illustrated for clarity. 10. On Sheet 1.2: Lower water main to avoid the conflicts with storm sewer catch basins and to minimize the required drops/bends/finings, up to a maximum of 10' below grade water main will be accepted, pending review and approval; all sanitary sewer shall have a minimum slope of 0.50%, e.g. pipe runs between MH 16-085 to 16-094 maintain 0.40%; where "see water main offset detail" is called out on plans indicate the page number for clarity. I l. On Sheet 1.3: MH 16-084 shall be lowered to maintain a 4o/o grade between MH 16-084 and MH 16-083; water mah shall be lowered to avoid conflicts and to maintain a consistent grade past station 4+00; water and sanitary services to Lot 6, Block 4 and Lot 9, Block 3 shall be adjusted away from catch basins and be insulated if necessary; a gate valve shall be installed near the connection to the existing C900 off "Purple Parkway" near station 9+75; the note calling out "connection to existing 8" DIP" shall be adjusted to 8" C900, for clarity. Todd Gerhardt The Park 2'd Addition Final Plat January 27 ,2020 Page l3 12. On Sheet 1.4: The hydrant located between Lots 20 and 21, Block 4 shall be relocated between Lots 2l and 22, Block 4; water and sanitary services to Lot 4, Block 5 shall be adjusted away from catch basin and be insulated if necessary. 13. On Sheet 1.5: The submitted temporary traffic control plan indicates the use of MnDOT Traffic Control Layout 6K-17, however the provided proposal does not adhere to this standard and must be adjusted accordingly, e.g. the required buffer space is well below the standard; where CL-5 aggregate is called, a note is to be added identifying that the aggregate shall be rolled and compacted prior to opening the bypass; note 3 shall clearly state this work is to be conducted by the contractor and/or their subcontractor(s); the scale provided should be updated to a typical engineering scale; review and approval ofthe temporary traffic control plan by the county shall be provided to the city prior to any work on County Road I 17. 14. On Sheet 1.6: Add "Road Work Ahead" sign 600 feet before the "One Lane Road Ahead" signage; add additional "Flagger Ahead" sign south of Wynsong Lane. 15. OnSheet2.l: "Storm Sewer Construction Notes" indicate usage of Neenah casting R- 3067V8 at catch basin low points, however the structure table does not indicate any "VB" structures, update accordingly; the formatting under "Storm Structure Table Notes" is not clear, it appea$ the notes are all related to water tight structures, if this is the case offsetting the sub-bullets (A-D) may make this clearer, update accordingly. 16. On Sheet 2.2: Ensure all storm sewer conveyance pipe is entirely below road sections, e.g. between CBMH-426 and CBMH-425 the pipe would encroach into the road section as the cover from top of pipe to proposed grade is 36", adjust storm sewer accordingly; profile shall be updated to include stationing; FES-433 shall include trash guard; all catch basins throughout the plan set shall be located perpendicular to each other when on opposing sides of the road, e.g. CBMH-43 I and CBMH-430 should be updated accordingly. 18. On Sheet 2.4: CBMH-336 and CBMH-335 should be relocated to achieve a perpendicular alignment per condition 16 (above). This may be accomplished by locating it near station 1+20 to avoid conflict with Lot l, Block 2 driveway, furthermore this would allow for a recommended 2'x3' catch basin rather than a catch basin manhole. 19. On Sheet 2.6: CBMH-303 shall have a 4-foot sump with SAFL baffle and the detail sheets shall be updated accordingly; update plans to indicate type ofplug identified east of CBMH-306; remove trash guard from FES-300. 20. On Sheet 3.1: The pedestrian ramp type called out in the legend (MnDOT 7036F) is a 2004 detail plate and has been discontinued, update accordingly; maintain a l0' separation from pedestrian ramps and catch basin castings at all times, e.g. in front ofLot 5, Block 6; a sidewalk detail should be included as typical either on the plan sheets or within the detail sheets and called out 17. On Sheet 2.3: Update plan view to show entire pipe run as CB-351 on plan view is not shown, Todd Gerhardt The Park 2'd Addition Final Plat Jaruary 27 ,2020 Page 14 accordingly; construction notes regarding street sign locations and installations should be included, coordination with Public Works is required; plans shall be updated to incorporate the pedestrian improvements at the intersection of Longacres Drive and Galpin Boulevard as conditioned upon approval of preliminary plat. 21. On Sheet 3.2: There is a call-out "???" over Lot 8, Block 6, either remove or clarifi. 22. On Sheet 3.4: The "eyebrof', or halfcul-de-sac bubble, between stationing 3+00 and 4+00 should be constructed so that the flow line for street drainage is to be maintained l5.5' from centerline of "Alphabet Streef', this is required in order to minimize the amount of street drainage being routed around the eyebrow and creating a "bird bath" or drainage issues abutting Lot 20, Block 4. l Wetland permitting is required due to the proximity of and proposed impacts to wetlands on site. . Grading permits will not be issued until approved wetland permits have been received. Condition has been g!!!g! for clarity and has been met for The Park Final Plat and The Park 2od Addition Final Plat. 2. Wetland review will include ensuring hydrology is maintained to all wetlands to be preserved as well as review of proposed stormwater impacts. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 3. Storm sewer sizing calculations should be provided to confirm storm sewer is sized to convey the l0-year storm event. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 4. An NPDES permit and accompanying Stormwater Pollution Prevention Plan (SWPPP) will be required prior to the start of €onsdflr€ti€n qradine. Condition has been pg!![gg! for clarity and hes been met for The Park Final Plat and The Park 2od Addition Final PIat. 5. An operations and maintenance plan for the proposed stormwater management system will be required prior to approval. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 6. Provide infiltration test results per MPCA requirements in the location ofeach proposed inhltration area. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 7. All comments and conditions set forth by the Riley Purgatory Bluff Creek Watershed District shall be addressed by the applicant. Condition still applies. 8. Show all existing storm sewer and other water resource-related features in plans. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Ptat. Stormwater Conditions & Wetlands Todd Gerhardt The Park 2nd Addition Final Plat Iaruary 27,2020 Page 15 9. Adjust and show all easements over the Metropolitan Council Environmental Services' sanitary sewer on the preliminary and final plat. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. I l. The following comments pertain to all proposed ponds that include an infiltration bench (Basins 100,200 and 300): Infiltration test results will be required in the location of all proposed infiltration benches and inhltration basins. Infiltration test results have not been submitted in the location of proposed Basin 100. If filtration is to be used, the applicant will need to provide a specification for amended soils. Condition does not apply for The Park Final Plat or The Park 2od Addition Final Plat. a a a a The exfiltration above the piped outlet elevation should be included in the HydroCAD model and the exfiltration rate should correspond to what is presented in the infiltration test results. Condition has been met for The Park Final Ptat and The Park 2od Addition Final Plat. The proposed infiltration benches will be required to meet the 48-hour drawdown requirement. Condition has been met for The Park Final PIat and The Park 2nd Addition Final Plat. Outlets from the pond should be moved out of fte permanent pond area and should be moved away from the inlet to minimize the risk of short circuiting. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 12. The proposed piped outlet being modeled for Basin 400 is not shown in the plans. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 13. Access routes for all proposed stormwater basins are required for maintenance purposes. Applicant should call out access locations for all proposed stormwater basins. Condition has been met for The Park Final Plat and The Park 2nd Addition Finat Plat. 14. A defrned riprap EOF spillway will be required for all stormwater basins per details provided on Sheet 33. Applicant should include location and elevation ofall EOF spillways on the storm sewer plans. Condition still applies. 15. The soil borings provided show that there are clay soils throughout the site. Modeling should be updated to reflect the D soils present. Condition has been met for The Park Final PIat and The Park 2od Addition Final Plat. 10. Clearly indicate what storm sewer will be private and what will be public. All public storm sewer will be required to be shown in profile view. Applicant should confirm there are no conflicts with the water main or sanitary sewer throughout the site. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. Todd Gerhardt The Park 2nd Addition Final Plat lamary 27,2020 Page 16 16. Proposed and existing HydroCAD models should be modeling the same area. There is roughly 120 acres included in the existing conditions model that is not included in the proposed conditions model. All offsite drainage should be included in the models. Condition has been met for The Park Final Plat and The Park 2nd Addition Finat Plat. 17. Existing and proposed conditions drainage area maps should be updated to show the location and boundaries ofall subcatchments included in the models. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 18. Time of concentrations should be calculated in HydroCAD and not directly entered to confirm accuracy. Provide supporting calculations for all directly entered times of concentrations. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 19. From the drainage area maps, it appears that P-LU 2-6 (P.E. Edit) in the existing model corresponds to Pond 500P in the proposed conditions model. The modeled storage for the wetland differs between the existing and proposed conditions models but no wetland impacts are shown on Sheet 37 for this wetland. Applicant should update the models so that they have fie same storage modeled for the wetland. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 20. There is a proposed piped outlet from this wetland that is over four feet lower than the current natural spillway outlet. The applicant will be required to show that this does not change the hydrology ofthe existing wetland as part ofthe wetland permit requirements. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 21. The only remaininq incons istencv to uDdate is the weir in OCS 4008 should chansed in HvdroCAD from a four-foot weir to a fi ve-foot weir. Condition has been pg!![99! due to updated plans and has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 23. The model should be run for at least 50 years and should include the most recent precipitation data included in the precipitation file to get accurate removal efficiencies. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 24. The modeling of the proposed stormwater ponds with filtration benches is incorrect and is overestimating the removal efficiencies of the basins. The applicant should update the model for the stormwater basins in the following way: o The design infiltration rate should be added to the flood pool section ofthe stormwater pond devices where applicable. This will model infiltration above the outlet elevation. 22. The same total area should be modeled in P8 as in HydroCAD. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. Todd Gerhardt The Park 2nd Addition Final Plat Iamary27,2020 Page 17 a a The design infiltration rate should match what is being modeled in HydroCAD. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat. The infiltration basins should be removed from the model (except for Device 600i). Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. Applicant should confirm total phosphorus and total suspended solids removal requirements are still being met after the model has been updated. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 25. Watersheds 201 and 600 are only modeling the impervious area. The pervious area in these watersheds should be added to the model. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 26. Watershed 300 in the P8 model has 25%o impervious while the conesponding HydroCAD subwatershed has 45% impervious modeled. Applicant should update the models to be consistent with one another and representative ofthe plans. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 27. The total areas listed in the table in Section III.A of the Stormwater Management Plan are inconsistent with the total area called out in the plans and the total area being modeled. Applicant should include the entire site in the areas shown in the table. Condition has been met for The Park Final PIat and The Park 2nd Addition Final Plat. 28. Any projects seeking a wetland alteration permit subject to this article will also be required to submit the following: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting the criteria ofsubsections 20-411(c) and (d). Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 29. Sec.20-416. Mitigation. Wetland mitigation shall be undertaken on site. If this is not feasible, then mitigation may occur locally within the subwatershed. If this is not possible, then mitigation may occur outside the subwatershed, elsewhere in the city. If mitigation cannot be accomplished on site, or if the city deems it necessary to perlorm mitigation off site, then the applicant shall be responsible for providing off-site mitigation within the major subwatershed, as designated by the Minnesota Wetland Conservation Act, or purchasing wetland credits fiom the state wetland bank. Condition has been met for The Park Final Plat and The Park 2nd Addition Finat PIat. 30. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by City Code. Condition still applies. 31. If a Wetland Alteration Permit is issued allowing wetland alteration, the following standards shall be followed: (l) The alteration will not have a net adverse effect on the ecological and Todd Gerhardt The Park 2"d Addirion Final Plat larnary 27 ,2020 Page l8 hydrological characteristics of remaining wetland, (2) It shall be located as to minimize the impact on vegetation, (3) It shall not adversely change water flow, (4) The size of the altered area shall be limited to the minimum required for the proposed action, (5) The disposal ofany excess material is prohibited within remaining wetland areas, (6) The disposal ofany excess material shall include proper erosion control and nutrient retention measures, (7) Alterations to any wetland area are prohibited during waterfowl breeding season or fish spawning season, unless it is determined by the city that the wetland is not used for waterfowl breeding or fish spawning, and (8) Alterations to wetland areas shall be mitigated in accordance with the requirements of this article if the activity results in a loss of wetland area and/or function and value of the wetland. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 32. The alteration shall not alter the hydrological pattems in the remainder ofthe wetland, ifa portion ofthe wetland remains. unless exempted under Sec. 20-417. Show how hydrologic pattems will not be altered for the remaining wetlands. Condition has been met for The Park Final PIat and The Park 2nd Addition Final Plat. 33. Sec. 20-405. Wetland delineation. An electronic copy ofthe delineated wetland boundaries must be submitted in a format compatible with the city's GIS database. Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat. 34. Sec. 20-406. Wetland classification. All wetlands delineated under Sec. 20-405 of this article that have not been previously classified shall be classified using the results from the Minnesota Routine Assessment Method for Evaluating Wetland Functions (MnRAM Version 3.0), or future versions. A MnRAM shall be completed by the property owner or applicant for each previously unclassified wetland. An electronic version of the MnRAM evaluation must be submitted to and approved by the city to establish the classification ofeach wetland prior to any alteration or impact to the wetland. Condition has been met for The Park Final PIat and The Park 2od Addition Final Plat. 35. Staff review will be conditional upon the approved Wetland Replacement Plan. Condition has been met for The Park Final Ptat and The Park 2nd Addition Final Plat. 36. A grading permit cannot be issued until the applicant has completed the WCA process. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. 31. Wetland Buffers. Wetland buffers and bulfer monumentation will be required adjacent to the wetlands on site. Please indicate wetland buffer widths and locations where signage will be placed on a plan sheet. Please find additional information on signage placement in the city's guidance document. The WMO provides signs and sign posts for the cost of materials. Altemative signs (by the city or applicant) are also acceptable provided they contain similar information. Wetland buffers and buffer setbacks pursuant to section 20-411 and consistent with the preliminary plat must be memorialized with a recorded wetland buffer ent filed with the countv recorder's office. Condition has been 4!!1fu! from updated plans and still applies. 38. Sec. l9-146. Wetland elements. Todd Gerhardt The Park 2nd Addition Final Plat lan:ary 27 ,2020 Page 19 a a Water level fluctuations (peak elevation and duration) for wetlands shall be limited to two feet and duration not to exceed 48 hours so as to prevent the destruction of wildlife habitat and wetland vegelation. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. Sedimentation basins or sediment removal devices shall be provided prior to discharge into wetlands. Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat. Variable bottom contours should be considered to provide deeper holes and flat shallow benches. This feature will provide habitat for diversity ofplants and wetland inhabitants for wetland mitigation sites and stormwater basins. Condition has been met for The Park Final Plat and The Park 2nd Addition Finat Ptat. New Stormwaler and W etland Conditions based on the review of The Park Final Plat l. The storm sewer calculations provided match The Park plans. The storm sewer calculations for future phases were inconsistent with the storm sewer shown in the preliminary plans. The applicant shall ensure storm sewer calculations match what is shown in the plans for future submittals. Additional condition does not apply for The Park Final Plat and has been met for The Park 2od Addition Final Plat. 2. Where possible, the applicant shall update all storm sewer so the maximum pipe velocity is 12 feet per second. If not possible, pipe velocities should not exceed l5 feet per second per MnDOT guidance. Additional condition applies for The Park Final Plat and The Park 2rd Addition Final Plat. 3. Storm sewer from CB-241 to CB-240 is missing in the storm sewer calculations. Additional condition does not apply for The Park Final Plat or The Park 2nd Addition Final Plat. 4. Add pipe and structure callouls for storm sewer between CBMH-343 and CBMH-345. Additionat condition does not apply for The Park Final Plat; Condition has been met for The Park 2od Addition Final Plat. 5. The 15" outlet pipe from CB-490 should be included in the HydroCAD model to ensure the pipe does not restrict flow and back up water at the low point. The 19" horizontal orifrce should be routed to the 15" pipe. Condition has been met. 6. The slope of the outlet pipe from Wetland 12 should be updated in the HydroCAD model to match what is illustrated on the plans. Condition has been met. 7. For the basins where filtration is proposed, the infiltration in P8 should be routed to the downstream waterbody instead of out of the system for accuracy. It appears the proposed stonnwater system will still meet water quality requirements after the updates. Condition has been met. Todd Gerhardt The Park 2nd Addition Final Plat Jaruary 27 ,2020 Page 20 8. Grading permits will not be issued until a USACE permit for impact to Wetland 14 has been issued and received by the city. Condition has been met. 1. The developer shall conduct a walk+hrough ofthe grading limits on site prior to removals with city staff to inspect for oppomrnities for additional tree preservation. This condition still applies. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. This condition still applies overall and to each addition. 3. All trees shall be planted outside of the street right-of-way. This condition still applies overall and to each addition. 4. The a+rplieant shdl inerease tree planting in the develepment te meet minimwn requirements eSs9$*ees. This condition has been modified. The applicant shall meet the minimum requirement of 461 trees for the development. All required trees must meet minimum size requirements for deciduous and evergreen species. This condition has been met. 5. Buffer plantings shall be added to the east of the city well building. Five evergreen trees shall be planted to the east ofthe well house. This condition has been met. 6. The three e^te en eity preperty (net inventeried) te the seuth efthe eity well building shdl r€Bai in MThisconditionhasbeenmodified.Anywellhouseaccess road shall avoid removals of any significant trees in the outlot. No significant oaks may be removed. This condition still applies. 7. Autumn Blaze maples shall be eliminated from the plant schedule. This condition has been met with landscape plan dated lll2lll9. 8. Northem Pin Oak shall be replaced with White, Bur, Red or Bicolor oak species in the plant schedule. ien. This condition has been met with landscape plan dated lll2lll9. 9. Additional selections of tree species shall expand the breadth oftree types and take into consideration soil conditions and future hardiness zone changes. This condition has been met. t0. No tree Genus shall comprise ofmore than 20%o of the total number oftrees and no tree species shall comprise of more than l07o ofthe total number oftrees. +Uis-eena*ien+S+opplies e+e+a+a*++e-eeeFoddi+iea, This condition has been met with landscape plan dated lll2lll9. Landscapine and Tree Preservation Todd Gerhardt The Park 2nd Addition Final Plat larnary 27 ,2020 Page 2l 11. The applicant shall revise the plans to show the bluffimpact zone on both bluffs and eliminate grading within these areas. This condition has been met. 12. Private lot boundaries shall not encroach into bluff areas. This condition has been met. 13. Lots with significant tree cover contain conservation easements to protect the wooded areas. Lots@l53andl54shallhaveprotectiveeaSementsoverpartsof the lot containing existing forest. Specifically, 504an4505, the westerly 200 feet of Lot 154 53e, and the easterly 25800 200 feet of Lot 153 5il. This condition has been modified and still applies. RIGHT.OF-WAY AND EASEMENTS There is an existing 2O-foot wide Metropolitan Council Environmental Services (MCES) sewer and utility easement located on the property as illustrated on the submitted plans. Generally, the easement traverses from the northwest comer ofthe property to the southeast comer of the property, bisecting the site diagonally. The applicant is proposing to impact the easement at two locations. The first location is within the northwest comer of the site where grading and construction of "Mauie Circle" and Basin 200 are proposed. The second location is to the east of "Visionary Court" where grading is proposed behind Lots 119-120. The MCES has been supplied the applicant's site plans and all comments and conditions set forth by the MCES shall be addressed by the applicant. An agreement to construct any of the proposed improvements over the MCES'S easement must be executed and supplied to the city for review prior to the issuance of grading permits. As grading and construction is proposed in these easements for The Park 2'd Addition, an agreement will be required. The applicant is proposing standard drainage and utility easements (D&U's) around the majority of the lots on the provided preliminary plat. Additional 20-foot wide D&U's have been provided within Lots 139-153 abutting "Mattie Circle" and Lots 166-169 abufting Topaz Drive. These 20- foot wide D&U's are provided for stormwater collection and conveyance systems located in backyards that fall outside the standard D&U's. Furthermore, 30-foot wide D&U's between Lots 20-21 abutting "Fathers Song" and Lots 5-6 abutting "Paisley Path" have been proposed to provide access to proposed utilities and the north and south side of Basin 300. Thirty-foot (30-foot) wide D&U's between Lots 151-152 abutting "Mattie Circle" have been proposed to provide access to a water main extension to Ruby Lane. fught-of-way dedication will be required along the east side of Galpin Boulevard per Carver County's review and comments (see "Camer County Development / Access Review Comments" attached), the Highway 117 Corridor Study, and the typical roadway sections identified in the county's Draft 2040 Comprehensive Plan. The Corridor Study identifies specific right-of-way needs and the plat will be required to follow and be consistent with the preferred roadway altemative. The right-of-way shall tie into the existing highway right-of-way north and south of the proposed development. The final plat proposal shall be reviewed and approved as to form and content by the county surveyor and city. After review by the city of the proposed final plat for The Park, adequate right-of-way has been dedicated. Todd Gerhardt The Park 2nd Addition Final Plat Jamary 27,2020 Page22 The applicant will be required to underground all overhead utilities within the development. Underground utilities reduce the risk ofaccidents, such as vehicles colliding with poles and service impacts such as storms knocking down limbs on lines. It also improves the overall esthetics of roadway corridors and neighborhoods, which improves and promotes livability. Lastly, as experienced during the construction ofThe Park (1't Addition), Galpin Boulevard was frequently utilized as a staging area for construction traflic. This method of staging on a collector road causes ahazard to motorists utilizing the corridor, especially as Galpin Boulevard adjacent to the development has poor sight lines. In an effort to mitigate this occurrence during the 2nd Addition construction, the developer and their contractors shall submit a plan to ensure that no construction traffic stages on Galpin Boulevard or obstructs any travel lanes. EXISTING CONDITIONS SURVEY Water wells and septic fields have been identified on the existing conditions survey. The abandonment of all existing wells shall be in accordance with the Minnesota Department of Health's review and regulations, and the abandonment ofall existing septic systems shall be in accordance with the Minnesota Pollution Control Agency's review and regulations. All required permits fiom the appropriate regulatory agencies shall be obtained prior to the commencement ofany abandonment(s). GRADING The applicant is proposing to construct eight stormwater basins (Basins 100, 200, 300, 400, 500, 600, 800, 900) within and around the development. Through the preliminary grading plan and grading details, drainage from individual lots will be routed away from buildings into a series of catch basins and HDPE pipe located within drainage and utility easements in backyards. Drainage from proposed public streets will be collected through catch basins located next to curbs, and routed to stormwater basins within and around the site. The applicant has provided an overall grading plan and the phased grading schedule for the entire subdivision as well as a grading plan for The Park 2nd Addition. Both plans generally conform to city ordinances and standards for grading, with minor changes required. The applicant shall meet all the conditions enumerated with the development contract prior to commencement of grading operations. There are proposed driveways that approach the maximum 10% grade (e.g. Lot 152 abuuing "Mattie Circle" is at 9.9%o grade) and one street that reaches the maximum 7% grade ("Purple Parkway" near station l+45) allowed by city ordinance. Staff recommends limiting maximum grades in order to achieve a higher level of constructability. Any constructed street or driveway that exceeds maximum allowable grades upon final inspection will be required to be removed and replaced. There are two bluffs within the site. One bluffis located west of Lots 106-164 abuuing Lucy Ridge Lane, and a second bluff is located south ofLots 148-149 abutting "Mattie Circle". The grading plans indicate the locations and extent of the bluffs and their appropriate buffers and setbacks. All grading operations have been proposed to be outside the bluff impact zones. Todd Gerhardt The Park 2nd Addition Final Plat IanuNy 27 ,2020 Page2l Currently, while the grading plan shows a majority of stormwater being routed to appropriate treatment methods (BMPs), some lots (e.g. Lots l0- 13 abutting "Visionary Court") do not appear to have a method of conveying untreated stormwater runoff to BMPs. As by city ordinances, no untreated stormwater shall be routed to wetlands prior to treatment. While the proposed public trail system meets the Americans with Disabilities Act Accessibility Guidelines (ADAAG) for maximum running slope of trail segments (no more than 30% of the total trail lengh to exceed a I : 12 slope), staffrecommends the installation of a level resting pad over continuous glades over 8%. This recommendation is based on the intent of the ADAAG which is to provide access to the greatest extent possible. The plat's final grading plans, ponds, and right-of-way along Galpin Boulevard shall be reviewed and approved by the county and the city to show how they conform to the potential future Galpin Boulevard reconstruction. A cross reference of grading plans, profiles, and respective cross sections should be provided at key locations such as intersections, ponds, or other special features for review by the county and city prior to acceptance. SHORELAND MANAGEMENT This phase is not in the shoreland management area. RETAINING WALLS No retaining walls are being proposed with the development. STREETS The applicant is proposing construction of nine new streets (Mattie Circle, Pearl Drive, Visionary Court, Fathers Song, Alphabet Street, Purple Parkway, Paisley Path, Paisley Court, and Rogers Court) and the extension ofone existing street (Lucy Ridge Lane) that shall be owned and maintained by the city after acceptance of the public improvements by the City Council. All newly constructed street sections shall be designed to meet the current standard specifications and detail plates for residential streets. These new streets and extensions will result in eight cul-de-sacs with seven of the eight proposed cul-de-sacs meeting current city code and standard specifications. "Mattie Circle", a newly constructed street and cul-de-sac in the northem section ofthe development, exceeds the maximum lenglh for a cul-de-sac per city ordinance; however, it was approved in the preliminary plat by City Council. Engineering recommended approval ofthe cul-de- sac as the topography would require substantial grading and the loss of significant trees that would alter the physical character of the property and surrounding parcels (Ordinance I 8.57.k.2). Access to "Mattie Circle" is from Galpin Boulevard, a collector road. There is an existing driveway 30 feet south of "Mattie Circle" providing access to Parcel 250100400. This spacing does not meet MnDOT Access Management Guidelines or Carver County's requirements for access points off of collector roads. The parcel's access from Galpin Boulevard will be abandoned and realigned to tie Todd Gerhardt The Park 2'd Addition Final Plat lmuary27,2020 Page 24 The applicant has supplied a geotechnical evaluation report that was completed by Braun Intertec Corporation on June 29,2018. The report discussed and explored design and construction recommendations for roadway sections, amongst other topics. The updated plans and updated geotechnical evaluations provided since the original preliminary plat submittal show adequate boring information and provide sufficient guidance on the construction ofthe public streets. However, it will be required ofthe developer to have a geotechnical engineer onsite during grading operations. If groundwater is encountered during grading, grades shall b€ adjusted to maintain a 3-foot separation from the bottom floor elevation of proposed buildings. Subsequent changes to grades shall be submitted to the city for review and approval. Sidewalks and pedestrian access points have been proposed on a majority of the streets throughout the development. However, Lucy Ridge Lane will require an extension of sidewalk to provide access within the cul-de-sac. Sidewalks shall be constructed in accordance with city standard specifications and detail plates. All curb ramps shall be constructed to meet ADA standards and the city's detail plates. The sidewalk located at the intersection of Galpin Boulevard and "Pearl Drive" terminates with no proposed intersection improvements to access the existing trail system on the west side. The developer will be required to extend connectivity by providing access from the newly constructed east side to the existing west side of Galpin Boulevard by utilizing approved MUTCD practices for pedestrian crosswalk and intersection improvements. Street lights have been proposed throughout the development. Street lights will be required at all intersections and at the end ofeach cul-de-sac. The developer will need to work with Xcel Energy on the installation of city-approved street lights. A $300 fee shall be collected with the development contract for each street light for the purpose ofelectricity costs for the first year ofoperation. WATER The applicant is proposing to construct 8" PVC C900 water main throughout the development that shall be owned and maintained by the city after acceptance ofthe public improvements by the City Council. The development is located between two pressue zones in the city; a high pressure zone and a low pressure zone. To the west, in the Longacres neighborhood, is a high pressure zone. To the north and south, in the Ashling Meadows and Royal Oak Estates neighborhoods, respectively, are low pressure zones. The city has modeled the impact of the development based on the proposed usage. It was found that in order to provide adequate pressures and fire flows, water mains shall be tied into the high pressure zone located on Galpin Boulevard. This will result in some areas ofthe development experiencing pressures above 90 PSI. Therefore, a portion of the homes will likely require individual pressure reducing valves. The developer will need to work with the Building into "Mattie Circle" as the future Galpin Boulevard Redevelopment project approaches. Additionally, a water stub for future connection shall be installed to serve the property. The city has had discussions with the resident ofthis property and has obtained verbal agreeance ofsuch a realignment and future water service connection. Todd Gerhardt The Park 2nd Addition Final Plat Jaruary27,2020 Page25 Department and Public Works Utility Department to determine which homes will require pressure- reducing valves. In the northwest area ofthe development where Lucy Ridge Lane will be extended, the developer is proposing to tie into the low-pressure water system via the existing 8" PVC water mains. Engineering does not anticipate any extraordinary impacts to the water system's pressure or fire flow for the proposed 15 connections. "Mattie Circle" will be tied into the high zone water system via the existing water main off Galpin Boulevard. "Mattie Circle" is an approved cul-de-sac by way of acceptance of the preliminary plat, and the applicant was proposing the creation of a dead end system. The Public Works Utility Departrnent required the applicant to tie in the proposed water main on "Mauie Circle" to the existing water main srub located offRuby Lane, to the north, which is now being proposed with the updated preliminary plans. Because "Mattie Circle" will be within the high-pressure zone, and the north tie-in location on Ruby Lane (Ashling Meadows neighborhood) is within the low-pressure zone, updated construction plans call out a gate valve to be installed where the system ties in. This gate valve will remain closed in order to separate the two zones, and will be opened by city forces during any maintenance or repair work in order to "back feed" the system, as necessary. The majority ofthe water main to be installed is within the central and southem portion ofthe development (The Park ls,2nd and 3'd Additions). The applicant is proposing to create a looped water system that meets the city's best management practices for water utilities. Looped systems improve reliability by feeding water from two directions rather than one, which subsequently allows service to continue during an event that may otherwise cause disruption to water service. Water main connections will be tied into the high zone water system offGalpin Boulevard. The applicant shall verifu the location of the connections on the construction plans. All water main taps, connections, and required water main testing shall be witnessed by the city. A pre-construction meeting prior to the commencement ofany work shall be scheduled by the developer's contractor with the city. Additionally, all underground utilities on the east side of Galpin Boulevard have no1 been located and illustrated on the plans, for example, the city's raw water main that feeds the west treatment plant. This area on the east side of Galpin Boulevard is where water will cross before entering the development. Thus, prior to the issuance of public utility construction, all underground utilities in this area (east and west of Galpin Boulevard) shall be surveyed and illustrated in the profile sheets in order to identifu any conflicts. From the proposed preliminary water plans, there are multiple areas where water main and sanitary sewer mains will cross. All crossings of water and sewer utility mains are required to have 18" of vertical separation and l0' of horizontal separation, measured from the edge of pipe. Where water mains cross sanitary sewer mains and do not meet vertical or horizontal separation requirements, the sanitary sewer shall be constnrcted of C900 water main material. All crossings shall be required that the sanitary sewer pipe length shall be centered over the water main crossing. The preliminary plans delineate areas where water main will run closely adjacent to, or under, storrnwater catch basins. This may cause a potential for freezing of the water main at these locations Todd Gerhardt The Park 2nd Addition Final Plat JaruNy27,2020 Page26 due to inadequate ground cover from catch basin bottoms (sumps) to the water main. Water mains shall be constructed at7.5' below grade, or be insulated, and constructed in conformance with the city's standard specifications and detail plates. Plan and prohle sheets provided with the construction drawings ofthe water main shall include the location and depth ofcatch basins and their sumps for review and approval prior to issuance ofa notice to proceed. The applicant shall ensure all hre hydrant spacing meets fire codes and are subject to the review and approval of the Fire Department. SANITARY SEWER The applicant is proposing to construct 8" PVC sanitary sewer main throughout the development that shall be owned and maintained by the city after acceptance ofthe public improvements by the City Council. The entire sanitary sewer system will operate as a gravity system and connects to existing sanitary sewer mains at three locations; Lucy Ridge Lane, a direct connection to the MCES sanitary sewer trunk line on "Mattie Circle", and at the Majestic Way extension offof "Paisley Path". As proposed, the connection to the MCES sanitary sewer trunk line from "Mattie Circle" and its subsequent manhole are not within the roadway, down steep grades, and abutting Basin 200. The applicant shall resubmit construction drawings with this phase ofthe development to provide the access manhole and tie-in on and within "Mattie Circle". All conditions set forth by MCES shall be addressed by the applicant for the required access manhole and direct connection to their trunk line, and all permits required shall be obtained prior to the commencement of construction. The pteliminary plans submitted utilize a nomenclature for identifuing proposed manholes that aligns with the city's. The city provided a list of appropriate manhole identifiers, as well as fire hydrant identifiers. This will ensure an effrcient transition ofthe newly constructed public improvements into the city's asset management system for sanitary sewer manholes and fire hydrants. The applicant shall ensure the city's manhole naming conventions supplied are incorporated within the plans and on all future submittals. Profile sheets for all public utilities, including sanitary sewer, shall be required for review and approval by the city prior to issuance of building permits for all phases. Based on the provided profile and plan sheets for The Park 2nd Addition, the applicant is proposing sanitary sewer that reaches a maximum depth requiring PVC class C900. PVC sanitary sewer pipes that have a burial depth of 0-16 feet are required to be class SDR 35, burial depths of 16-26 feet requires class SDR 26, and burial depths of greater than 26 feet requires class C900. The applicant has shown that the proposed sanitary sewer pipes falling within these burial depths have the appropriate class ofPVC. STORMWATER MANAGEMENT Todd Gerhardt The Park 2nd Addition Final Plat laruary 27,2020 Page27 1. The applicant has delineated all wetlands on the property and agencies have approved the boundaries and type. 2. Wetland permitting is required due to the proximity and proposed impacts to wetlands onsite. Grading permits could be issued as all approved wetland permits have been received. See "Iletland Alteration" of this staff report for more information. 3. An NPDES permit has been obtained by the applicant. An updated stormwater pollution and erosion control plan shall be provided. 4. An opetations and maintenance plan for the proposed stormwater management systems have been entered into with the Riley Purgatory Bluff Creek Watershed District (RPBCWD) and the applicant. Preliminarv Plans Infiltration test results will be required in the location ofall proposed infiltration benches and infiltration basins. Infiltration test results have not been submitted in the location of proposed Basin 100. If filtration is to be used, the applicant will need to provide a specification for amended soils. WETLAND ALTERATION The plan set shows intent to impact several wetlands on site. A Wetland Replacement Plan application was submitted to the city and reviewed per the WCA. A Notice of Decision and Approval for the Wetland Replacement Plan was sent on June 6, 2019. Wetland mitigation was approved through the purchase of wetland credits with wetlands being replaced at a ratio of2: L Wetland 14, proposed to be impacted during The Park ('l't Addition"), required a United States Army Corps of Engineering (USACE) permit as it was determined to be a USACE jurisdictional wetland. The approved permit was submitted to the city. Wetland buffers using buffer averaging has been applied to the project. Wetland buffers and buffer setbacks pursuant to section 20-41 1 and consistent with the preliminary plat must be memorialized with a recorded wetland buffer agreement filed with the county recorder's ofnce. EROSION PREVENTION AND SEDIMENT CONTROL The proposed development will exceed one (l) acre ofdisturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activiry Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan General 5. All comments and conditions set forth by the RPBCWD shall be addressed by the applicant. Todd Gerhardt The Park 2nd Addition Final Plat Jawary27,2020 Page 28 (SWPPP) to the city and has obtained an NPDES Construclion Permit for The Park. An updated erosion and sediment control plan meeting the requirements of City Ordinance Sec. 19-145 shall be submitted for review and approval prior to the commencement ofany grading operations. Financial A ssurance To guarantee compliance with the grading plan, and related remedial work, a cash escrow or letter of credit, satisfactory to the city, shall be fumished to the city before a Notice to Proceed is issued for The Park 2nd Addition. The escrow amount shall be $3,148,71l 83, which is I10% of the estimated costs of construction for The Park 2nd Addition. The city may use the escrow or draw upon the letter ofcredit to reimburse the city for any labor or material cosls it incurs in securing compliance with the plan or in implementing the plan. The city shall endeavor to give notice to the owner or developer before proceeding, but such notice shall not be required in an emergency as determined by the city. The assurance shall be maintained until final stabilization and removal oferosion and sediment controls and acceptance ofdedicated public streets and public utilities. STORMWATER UTILITY CONNECTION CHARGES Section 4-30 of City Code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the geater the degradation of surface water. This fee will be applied to the new lot of record being created. It is calculated as shown in the table below: SURFACE WATER DEVELOPMENT FEE AREA PER ACRE FEE FEE GROSS AREA $8.490 38.4227 s 326,208.72 OUTLOT A $8.490 (r r.0775)$ (94,047.98) OUTLOT B $8.490 (r0.02 r7)s (85,084.23) OULOT C s8.490 (0.1223)$ ( r,038.33) OUTLOT D s8.490 (0.1772)$ (r,s04.43) ROW s8.490 (3.e527)s (33,5s8.42) NET AREA 13.0713 $ l10,975.34 The total estimated SWMP Fee is $110,975.34 for the entire subdivision at rates in affect fot 2020 ASSESSMENTS ACRES Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. Todd Gerhardt The Park 2nd Addition Final Plat JaruNy27,2020 Page29 FEES Based on the proposal, the following fees would be collected with the development contract: o Administration Fee: If the improvement costs are between $500,000 and $1,000,000,2% of the improvement costs. Ifthe improvement costs exceed $1,000,000,2.5% of the first $ 1,000,000 plus 1.570 ofthe remainder. o Surface Water Management Fee for the entire subdivisio\ at 2020 rates: $ I 10,975.34 . A portion of the water hook-up chuge: S2,392lunit (@ 57 units = $136,344.00) o A portion of the sanitary sewer hook-up charge: $691/unit (@ 57 units= $39,387.00) o GIS fees: $25 for the plat plus $10 per parcel o Street light operating fee for one year: $300 per light CONDITIONS OF APPROVAL FOR THE PARK 2Od ADDITION FINAL PLAT Dedication of Outlots Plannine l. Atl l9l acres must be included in the PUD. 2. All lots and homes must be developed consistent with the standards in the Compliance Table. Engineerine 1. Any requirements set by the MCES to work within the MCES's sewer and utility easement shall be addressed by the applicant. 2. An executed agreement between the developer and the MCES allowing work within the MCES's easement shall be provided to the city prior to the issuance of grading permits. 3. Ongoing coordination with the county and city regarding future improvements to Galpin Boulevard. Also see Condition 6. 4. The developer shall abandon all existing wells and septic fields in accordance with all federal, state, and local regulatory agency standards, and obtain all necessary permits for said abandonments. Prior to commencement of abandonment activities, a copy of all required permits from the appropriate regulatory agencies shall be provided to the city. Outlot A I 1.0775 acres Future Phase and Wetland Outlot B 10.0217 acres Future Phase Outlot C 0.1223 acres Drainage and Utility Eas€ment Outlot D 0.1772 acres Drainage and Utility Easement Todd Gerhardt The Park 2nd Addition Final Plat lNtumy 27,2020 Page 30 6. Final grading plans, including pond locations, sizing and analysis, along with right-of-way dedications off Galpin Boulevard, shall conform to the future Galpin Boulevard reconstruction project. Cross reference of grading plans, profiles, and respective cross sections are to be provided at key locations such as intersections, ponds, or other special features required by the county and city for review prior to acceptance and recording ofthe final plat. 7. All newly constructed streets and the extension ofany existing streets shall be public streets, owned and maintained by the city, after acceptance ofthe public improvements by the City Council. 8. A geotechnical engineering shall be on-site during grading operations. If groundwater is encountered during grading, grades shall be adjusted to maintain a three foot separation from the bottom floor elevation and adhering to the recommendations ofthe soil engineer on site. Changes to grades shall be submitted to the city for review and approval. 9. All curb ramps shall be constructed to meet ADA standards and the city's Detail Plates #5215-5215D. 10. Intersection improvements to provide pedestrian access at the intersection ofGalpin Boulevard and Pearl Drive shall be constructed in accordance with MUTCD best management practices. 11. A detail ofthe proposed street lights shall be provided prior to the issuance ofbuilding permits. 12. Street lights within the development shall be owned and maintained by the electric utility company, be installed at all intersections and at the end ofeach cul-de-sac subject to review and approval by the city prior to issuance ofbuilding permits. 13. All newly constructed water mains shall be public water mains, owned and maintained by the city, after acceptance ofthe public improvements by the City Council. 14. Water mains located on Mattie Circle, Pearl Drive, and Paisley Path shall be tied into the high-pressure zone located on Galpin Boulevard. Water main extensions on Topaz Drive and Lucy Ridge Lane shall be tied into the existing water main stubs (low-pressure zone). 15. The developer shall field verify the location ofall water main taps to the existing public mains offGalpin Boulevard prior to commencement of any utility construction and update the plans accordingly. 16. The developer's contractor shall schedule a preconstruction meeting with Engineering and Public Works Utilities departments prior to the commencement of any work to the water main installation and tapping from Galpin Boulevard. 5. Drainage anows for all EOF routes shall be included on the grading plans prior to grading. Todd Gerhardt The Park 2nd Addition Final Plat Janury 27,2020 Page 3l 17. Updated plans indicating the location ofall underground utilities on the east and west side of Galpin Boulevard, along with plans and profiles ofany utility crossings on the east and west side of Galpin Boulevard, shall be submitted for review and approval prior to the commencement ofany utility construction. 1 8. All utility crossings of potable water and sanitary and/or storm mains will require l8 inches ofvertical separation and 10 feet of horizontal separation. The developer shall submit construction plans with profiles and plan views ofthe utilities for review and approval prior to the commencement of any utility construction. 19. All utility crossings of potable water and sanitary sewer that do not meet vertical separation requirements will require that the sanitary sewer main at that crossing be constructed of PVC C900 water main material. The developer shall submit construction plans indicating material type at these locations for review and approval of the city prior to the commencement ofany utility construction. 20. Water mains shall be constructed at a minimum of 7.5 feet below grade, or insulated, and constructed in conformance with the city's standard specifications and detail plates. 21. Clustered valves located around water main tees shall be installed at a minimum of five feet from the tees to the valves, where feasible. All valve locations and any other water main appurtenances shall be reviewed and approved by the Engineering and Public Works departrnents prior to the commencement of any utility construction. 22. All comments and conditions regarding fire appurtenances, spacing, and location set forth by the Fire department shall be addressed by the applicant. 23. All newly constructed sewer mains shall be public sewer mains, owned and maintained by the city, after acceptance ofthe public improvements by the City Council. 24. PVC saniury sewer pipes that will be constructed at a burial depth of 0-16 feet shall be constructed ofpipe class SDR 35, burial depths of l6-26 feet shall be of pipe class SDR 26, and burial depths of greater than 26 feet shall be ofpipe class C900. 26. Untreated or stormwater from lots not captured and routed to treatrnent facilities, particularly in backlots, require a conveyance system to be installed to route stormwater to treatment basins. 27. No sump structures shall be installed in backyard pickups. 28. Access routes to storm basins shall have slopes no $eater than 3:l 29. Driveways shall be setback in accordance with section 20-1122 ofCity Ordinances. 25. Inverts that have a 20-inch or greater differential shall be supplied inside drops per city standards and be constructed per the city's Detail Plate No. 2104. Todd Gerhardt The Park 2nd Addition Final Plat Iaro;erry 27,2020 Page32 30. All driveways shall be located outside side lot drainage and utility easements. 31. A $300 fee per light shall be collected with the development contract for electricity costs for the first year of operation. 32. The developer shall coordinate with the Building Department and Public Works Utility Department to determine which homes shall be required to install pressure reducing valves prior to the issuance of building permits. 33. The contractor shall contact the city inspector for inspection ofall insulated pipe crossings. 34. For all storm sewer plans: any HDPE pipe shall be called-out as'N-l2" in accordance with city standard specifi cations. 35. The final plat shall be updated to include Outlots C and D to be encumbered in their entirety by a drainage and utility easement. 36. All plans, specifications, project manuals, and submittals shall be in conformance with the most recent version of City Standard Specifications and Detail Plates //www.ci.ch 436/Standard-S ifications- 37. A plan shall be submitted addressing how intemal staging and the site's construction activities will be routed to ensure no obstruction oftravel lanes on Galpin Boulevard will occur. This plan shall be submitted to the city and County for review and approval prior to commencement of grading operations. 38. On Sheet 3 ofthe Grading Plans the emergency over flow for the low point near station l8+00 along Pearl Drive is routed between Lots 2 and 3, Block 6, the plans shall be updated to show swale between the lots to direct the EOF towards Basin 300. 39. On Sheet 4: The emergency overflow locations for the low point near station 4+00 along Purple Parkway shall be illustrated on updated plans, currently it appears water would overflow between Lots 5 and 6, Block 4 on the northeast side ofthe road; grading is proposed on the city's property where well #3 is located, a temporary construction easement shall be executed prior to commencement of grading operations; grading is proposed to impact a MCES utility easement, an executed agreement with MCES shall be secured and provided to the city prior to commencement of grading operations; the grades on the south side oflot 2, Block 5 are 2:l and shall be adjusted to maintain slopes no steeper than 3: I . 40. On Sheet 5: An updated erosion control plan shall be submitted that meets the requirements ofSec. 19-145 of City Ordinances, no grading operations shall commence prior to review and approval ofthe updated submittal. Todd Gerhardt The Park 2nd Addition Final Plat lanuzry 27 ,2020 Page 33 41. On Sheet 7: In the "Grading Sequence" notes the minimum topsoil depth shall be adjusted to 6"; in the "General Notes" item 3 shall be updated to state a copy ofthe grading and erosion control plans must be on site at all times; item 10 shall add the requirement of topsoil (6" minimum) required for all permanent turf areas; item 12 shall indicate the requirement ofa vacuum sweeper truck is required to clean tracking. 42. The Utility & Street Construction Plans sheet numbers must be updated to reflect the proper sequencing of sheets for clarity, e.g. Sheet I .1 of 28 does not have a Sheet 28 within the set. 43. On Sheet 1.1 ofthe Utility & Street Construction Plans: Provide a separate, enlarged inset detail of the proposed connection to the 14" HDPE water main at the intersection of Galpin Boulevard and Longacres Drive/"Pearl Drive" that includes plan and profile views of the location of all existing utilities. The updated plan is required prior to the commencement of any construction activities in this location, pending review by the city. The newly installed 8" C900 water main shall be installed with a casing pipe with no bends, any conflicting utilities shall be lowered. 44. On Sheet 1.1: An air release valve and manhole shall be located near the high point ofthe water main, pending revisions from condition 42 (above); construction note 5 shall indicate "l" I.P.S. PE'; the gate valve located near station 5+ l5 along "Pearl Drive" over the sanitary main shall be offset 5'to the east; the irrigation service stubbed near statisn Q+95 along "Pearl Drive" must be PE and not DIP and shall be 1", if a larger diameter service line is required ajustification must be submitted to the city for review; all water main within 7.5' of catch basins shall be insulated, e.g. at stations 1+60 ar,d 4+7 5 along "Pearl Drive"; all hydrants shall be located l0' away from light poles, e.g. at the intersection of "Pearl Drive" and "Purple Parkway"; on the profile the future water main shall be called out as such and the plug should be illustrated for clarity. 45. On Sheet 1.2: Lower water main to avoid the conflicts with storm sewer catch basins and to minimize the required drops/bends/fittings, up to a maximum of 10' below grade water main will be accepted, pending review and approval; all sanitary sewer shall have a minimum slope of 0.50%, e.g. pipe runs between MH 16-085 to l6-094 maintain 0.4070; where "see water main offset detail" is called out on plans indicate the page number for clarity. 46. On Sheet 1.3: MH 16-084 shall be lowered to maintain a 4%o grade between MH 16-084 and MH 16-083; water main shall be lowered to avoid conflicts and to maintain a consistent grade past station 4+00; water and sanitary services to Lot 6, Block 4 and Lot 9, Block 3 shall be adjusted away from catch basins and be insulated if necessary; a gate valve shall be installed near the connection to the existing C900 off"Purple Parkway" near station 9+75;the note calling out "connection to existing 8" DIP" shall be adjusted to 8" C900, for clarity. 47 . On Sheet 1.4: The hydrant located between Lots 20 and 21, Block 4 shall be relocated between Lots 21 and 22, Block 4; water and sanitary services to Lot 4, Block 5 shall be adjusted away from catch basin and be insulated if necessary. 48. On Sheet 1.5: The submitted temporary traffic control plan indicates the use of MnDOT Traffic Control Layout 6K-17, however the provided proposal does not adhere to this standard and must be adjusted accordingly, e.g. the required buffer space is well below the standard; where CL-5 aggregate is called a note is to be added identi$ing that the aggregate shall be rolled and compacted prior to opening the bypass; note 3 shall clearly state this work is to be conducted by the contractor and/or their subcontractor(s); the scale provided should be updated to a typical engineering scale; review and approval of the temporary traffic control plan by the county shall be provided to the city prior to any work on County Road 1 17. 49. On Sheet 1.6: Add "Road Work Ahead" sign 600 feet before the "One Lane Road Ahead" signage; add additional "Flagger Ahead" sign south of Wynsong Lane. 50. On Sheet 2.1: "Storm Sewer Construction Notes" indicate usage ofNeenah casting R- 3067VB at catch basin low points, however the structure table does not indicate any "VB" structures, update accordingly; the formatting under "Storm Structure Table Notes" is not clear, it appears the notes are all related to water tight structues, if this is the case offsetting the sub-bullets (A-D) may make this clearer, update accordingly. 5l . On Sheet 2.2: Ensure all storm sewer conveyance pipe is entirely below road sections, e.g. between CBMH-426 and CBMH-425 the pipe would encroach into the road section as the cover from top ofpipe to proposed grade is 36", adjust storm sewer accordingly; profile shall be updated to include stationing; FES-433 shall include trash guard; all catch basins throughout the plan set shall be located perpendicular to each other when on opposing sides of the road, e.g. CBMH-431 and CBMH-430 should be updated accordingly. 52. On Sheet 2.3: Update plan view to show entire pipe run as CB-351 on plan view is not shown. 53. On Sheet 2.4: CBMH-336 and CBMH-335 should be relocated to achieve a perpendicular alignment per condition 50 (above), this may be accomplished by locating near station 1+20 to avoid conflict with Lot l, Block 2 driveway, furthermore this would allow for a recommended 2'x3' catch basin rather than a catch basin manhole. 54. On Sheet 2.6: CBMH-303 shall have a 4 foot sump with SAFL baffle and the detail sheets shall be updated accordingly; update plans to indicate type ofplug identified east of CBMH-306; remove trash guard from FES-300. 55. On Sheet 3.1: The pedestrian ramp type called out in the legend (MnDOT 7036F) is a 2004 detail plate and has been discontinued, update accordingly; maintain a 10' separation from pedestrian ramps and catch basin castings at all times, e.g. in front ofLot 5, Block 6; a sidewalk detail should be included as typical either on the plan sheets or within the detail sheets and called out accordingly; construction notes regarding street sign locations and installations should be included, coordination with Public Works is required; plans shall be updated to incorporate the pedestrian Todd Gerhardt The Park 2'd Addition Final Plat Iaruary27,2020 Page 34 Todd Gerhardt The Park 2'd Addition Final Plat Ianuary 27 ,2020 Page 35 improvements at the intersection of Longacres Drive and Galpin Boulevard as conditioned upon approval of preliminary plat. 57 . On Sheet 3.4: The 'tyebrow", or halfcul-de-sac bubble, between stationing 3+00 and 4+00 should be constructed so that the flow line for street drainage is to be maintained 15.5' from centerline of"Alphabet Street", this is required in order to minimize the amount of street drainage being routed around the eyebrow and creating a "bird bath" or drainage issues abutting Lot 20, Block 4. Stormwater Conditions & Wetlands L All comments and conditions set forth by the Riley Purgatory Bluff Creek Watershed District shall be addressed by the applicant. 2. A defined riprap EOF spillway will be required for all stormwater basins. Applicant should include location and elevation ofall EOF spillways on the storm sewer plans. 3. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by City Code. 4. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the wetlands on site. Please indicate wetland buffer widths and locations where signage will be placed on a plan sheet. Please find additional information on signage placement in the city's guidance document. The WMO provides signs and sign posts for the cost of materials. Altemative signs (by the city or applicant) are also acceptable provided they contain similar information. Wetland buffers and buffer setbacks pursuant to section 20 4ll audrslsi$a!(rt1hlhg iminarv olat must be memorialized with a recorded wetland buffer eement filed with the countv recorder's office. 5. Where possible, the applicant shall update all storm sewer so the maximum pipe velocity is 12 feet per second. If not possible, pipe velocities should not exceed 15 feet per second per MnDOT guidance. Landscaping and Tree Preservation l. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 2. Any well house access road shall avoid removals ofany signifrcant trees in Outlot E or F. No significant oaks may be removed. g:\plan\2o19 planning cases\I941 galpin site preliminary plat and rezoning pudvinal plst - 2nd addilion\sraff repon cc.docx 56. On Sheet 3.2: There is a call-out "???" over Lot 8, Block 6, either remove or clarify. CIVIL ENGINEERSLAND PLANNERSLAND SURVEYORSLANDSCAPE ARCHITECTS CIVIL ENGINEERSLAND PLANNERSLAND SURVEYORSLANDSCAPE ARCHITECTS CIVIL ENGINEERSLAND PLANNERSLAND SURVEYORSLANDSCAPE ARCHITECTS CIVIL ENGINEERSLAND PLANNERSLAND SURVEYORSLANDSCAPE ARCHITECTS CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA THE PARK 2nd ADDITION DEVELOPMENT CONTRACT (Developer Installed Improvements) 208738v2 i TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL ............................................................................ SP-1 2. CONDITIONS OF PLAT APPROVAL ........................................................................ SP-1 3. DEVELOPMENT PLANS ............................................................................................ SP-1 4. IMPROVEMENTS ........................................................................................................ SP-2 5. TIME OF PERFORMANCE ......................................................................................... SP-2 6. SECURITY .................................................................................................................... SP-2 7. NOTICE ......................................................................................................................... SP-3 8. OTHER SPECIAL CONDITIONS................................................................................ SP-3 9. GENERAL CONDITIONS ........................................................................................... SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED ................................................................................................. GC-1 2. PHASED DEVELOPMENT ........................................................................................ GC-1 3. PRELIMINARY PLAT STATUS ................................................................................ GC-1 4. CHANGES IN OFFICIAL CONTROLS ..................................................................... GC-1 5. IMPROVEMENTS ....................................................................................................... GC-1 6. IRON MONUMENTS .................................................................................................. GC-2 7. LICENSE ...................................................................................................................... GC-2 8. SITE EROSION AND SEDIMENT CONTROL ......................................................... GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING ......................................................................................... GC-2 9. CLEAN UP ................................................................................................................... GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS .................................... GC-3 11. CLAIMS ....................................................................................................................... GC-3 12. PARK DEDICATION .................................................................................................. GC-3 13. LANDSCAPING .......................................................................................................... GC-3 14. WARRANTY ............................................................................................................... GC-4 15. LOT PLANS ................................................................................................................. GC-4 16. EXISTING ASSESSMENTS ....................................................................................... GC-4 17. HOOK-UP CHARGES ................................................................................................. GC-4 18. PUBLIC STREET LIGHTING..................................................................................... GC-4 19. SIGNAGE ..................................................................................................................... GC-5 20. HOUSE PADS .............................................................................................................. GC-5 21. RESPONSIBILITY FOR COSTS ................................................................................ GC-5 22. DEVELOPER'S DEFAULT ......................................................................................... GC-6 22. MISCELLANEOUS A. Construction Trailers ........................................................................................ GC-6 B. Postal Service .................................................................................................... GC-7 C. Third Parties ...................................................................................................... GC-7 D. Breach of Contract ............................................................................................ GC-7 208738v2 ii E. Severability ....................................................................................................... GC-7 F. Building Permits ............................................................................................... GC-7 G. Waivers/Amendments ....................................................................................... GC-7 H. Release .............................................................................................................. GC-7 I. Insurance ........................................................................................................... GC-7 J. Remedies ........................................................................................................... GC-8 K. Assignability ..................................................................................................... GC-8 L. Construction Hours ........................................................................................... GC-8 M. Noise Amplification .......................................................................................... GC-8 N. Access ............................................................................................................... GC-8 O. Street Maintenance............................................................................................ GC-8 P. Storm Sewer Maintenance ................................................................................ GC-9 Q. Soil Treatment Systems .................................................................................... GC-9 R. Variances........................................................................................................... GC-9 S. Compliance with Laws, Ordinances, and Regulations ..................................... GC-9 T. Proof of Title ..................................................................................................... GC-9 U. Soil Conditions................................................................................................ GC-10 V. Soil Correction ................................................................................................ GC-10 W. Haul Routes ......................................................................................................... GC-10 X. Development Signs .............................................................................................. GC-10 Y. Construction Plans ............................................................................................... GC-10 Z. As-Built Lot Surveys ........................................................................................... GC-11 208738v2 SP-1 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) THE PARK 2nd ADDITION SPECIAL PROVISIONS AGREEMENT dated January 27, 2020 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, U.S. HOME CORPORATION, a Delaware Corporation, D/B/A LENNAR, (the "Developer" and “Owner”). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for THE PARK 2nd ADDITION (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved January 27, 2020, prepared by Pioneer Engineering. Plan B: Grading, Drainage and Erosion Control Plan dated October 14, 2019, prepared by Pioneer Engineering. Plan C: Plans and Specifications for Improvements dated October 18, 2019, prepared by Pioneer Engineering. Plan D: Landscape Plan dated November 21, 2019, prepared by Pioneer Engineering. 208738v2 SP-2 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements except for the wear course on public streets by November 15, 2020. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $3,148,711.83. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 647,418.37 Sanitary Sewer $ 358,631.00 Watermain $ 338,604.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 386,577.48 Streets/Street Lights/Signs $ 894,884.10 Sub-total, Construction Costs $ 2,626,114.95 Engineering, surveying, and inspection (7% of construction costs) $ 183,828.05 Landscaping (2% of construction costs) $ 52,522.30 Sub-total, Other Costs $ 236,522.30 TOTAL COST OF PUBLIC IMPROVEMENTS $ 2,862,465.30 SECURITY AMOUNT (110% of 2,862,465.30) $3,148,711.83 208738v2 SP-3 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot corners have been installed, (3) all financial obligations to the City satisfied, (4) the required “record” plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Joe Jablonski U.S. Home Corporation D/B/A Lennar 16305 36th Avenue NE, Suite 600 Plymouth, MN 55446 Phone: 952-249-3014 E-Mail: joe.jablonski@lennar.com Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. FEES 1. Prior to release of the plat for recording and prior to scheduling a pre-construction meeting, Developer shall submit to the City $339,243.06 for the following City fees: Administration fee (based on estimated construction cost of $2,626,114.95, 2.5% for the first $1,000,000 + 1.5% of the remainder) $ 49,391.72 GIS fee: 57 parcels @ $10/parcel + $25 for the plat $ 595.00 Partial payment of City sewer and water hookup fees: 57 units @ $691/unit (sewer) + $2,392/unit (water) $175,731.00 Street light operating fee: 7 lights @ $300/light $ 2,100.00 Attorney Fee for Review and Recording of Plat and DC $ 450.00 Surface Water Management Fee $110,975.34 Total $339,243.06 208738v2 SP-4 If the signs must be installed in frost conditions, an additional $250/post must be paid by the Developer. B. CONDITIONS OF APPROVAL Outlots Outlot A 11.0775 acres Future Phase and Wetland Owned by Developer Outlot B 10.0217 acres Future Phase Owned by Developer Outlot C 0.1223acres Drainage and Utility Easement Convey to HOA Outlot D 0.1772 acres Drainage and Utility Easement Convey to HOA Planning 1. Prior to execution of the final plat, Developer shall submit for review and approval by the City the homeowner association declarations of covenants for all lots within the plat. Homeowner association formation and the approved declarations of covenants must be filed and recorded with the appropriate State and County offices prior to conveyance of any lot in the plat. The homeowners association shall be responsible for all maintenance of common areas. Prior to conveyance of any lot within the Plat. Developer shall convey outlots C and D to the homeowners association prior to conveyance of any lots within the Plat. Engineering 1. Any requirements set by the MCES to work within the MCES’s sewer and utility easement shall be addressed by the Developer. 2. An executed agreement between the Developer and the MCES allowing work within the MCES’s easement shall be provided to the City prior to the issuance of grading permits. 3. Developer shall coordinate with the county and City regarding future improvements to Galpin Boulevard. Also see Condition 6. 4. The Developer shall abandon all existing wells and septic fields in accordance with all federal, state, and local regulatory agency standards, and obtain all necessary permits for said abandonments. Prior to commencement of abandonment activities, a copy of all required permits from the appropriate regulatory agencies shall be provided to the City. 5. Drainage arrows for all EOF routes shall be included on the grading plans prior to grading. 6. Final grading plans, including pond locations, sizing and analysis, along with right-of-way dedications off Galpin Boulevard, shall conform to the future Galpin Boulevard reconstruction project. Cross reference of grading plans, profiles, and respective cross sections are to be provided at key locations such as intersections, ponds, or other special features required by the county and City for review prior to acceptance and recording of the final plat. 208738v2 SP-5 7. All newly constructed streets and the extension of any existing streets shall be public streets, owned and maintained by the City, upon acceptance of the public improvements by the City Council. 8. A geotechnical engineering shall be on-site during grading operations. If groundwater is encountered during grading, grades shall be adjusted to maintain a three foot separation from the bottom floor elevation and adhering to the recommendations of the soil engineer on site. Changes to grades shall be submitted to the City for review and approval. 9. All curb ramps shall be constructed to meet ADA standards and the City’s Detail Plates #5215-5215D. 10. Intersection improvements to provide pedestrian access at the intersection of Galpin Boulevard and Pearl Drive shall be constructed in accordance with MUTCD best management practices. 11. A detail of the proposed street lights shall be provided prior to the issuance of building permits. 12. Street lights within the development shall be owned and maintained by the electric utility company, be installed at all intersections and at the end of each cul-de-sac subject to review and approval by the City prior to issuance of building permits. 13. All newly constructed water mains shall be public water mains, owned and maintained by the City, upon acceptance of the public improvements by the City Council. 14. Water mains located on Mattie Circle, Pearl Drive, and Paisley Path shall be tied into the high-pressure zone located on Galpin Boulevard. Water main extensions on Topaz Drive and Lucy Ridge Lane shall be tied into the existing water main stubs (low-pressure zone). 15. The Developer shall field verify the location of all water main taps to the existing public mains off Galpin Boulevard prior to commencement of any utility construction and update the plans accordingly. 16. The Developer’s contractor shall schedule a preconstruction meeting with Engineering and Public Works Utilities departments prior to the commencement of any work to the water main installation and tapping from Galpin Boulevard. 17. Updated plans indicating the location of all underground utilities on the east and west side of Galpin Boulevard, along with plans and profiles of any utility crossings on the east and west side of Galpin Boulevard, shall be submitted for review and approval prior to the commencement of any utility construction. 18. All utility crossings of potable water and sanitary and/or storm mains will require 18 inches of vertical separation and 10 feet of horizontal separation. The Developer shall submit construction plans with profiles and plan views of the utilities for review and approval prior to the commencement of any utility construction. 19. All utility crossings of potable water and sanitary sewer that do not meet vertical separation requirements will require that the sanitary sewer main at that crossing be constructed of PVC C900 water main material. The Developer shall submit construction plans indicating material type at 208738v2 SP-6 these locations for review and approval of the City prior to the commencement of any utility construction. 20. Water mains shall be constructed at a minimum of 7.5 feet below grade, or insulated, and constructed in conformance with the City’s standard specifications and detail plates. 21. Clustered valves located around water main tees shall be installed at a minimum of five feet from the tees to the valves, where feasible. All valve locations and any other water main appurtenances shall be reviewed and approved by the Engineering and Public Works departments prior to the commencement of any utility construction. 22. All comments and conditions regarding fire appurtenances, spacing, and location set forth by the Fire department shall be addressed by the Developer. 23. All newly constructed sewer mains shall be public sewer mains, owned and maintained by the City, upon acceptance of the public improvements by the City Council. 24. PVC sanitary sewer pipes that will be constructed at a burial depth of 0-16 feet shall be constructed of pipe class SDR 35, burial depths of 16-26 feet shall be of pipe class SDR 26, and burial depths of greater than 26 feet shall be of pipe class C900. 25. Inverts that have a 20-inch or greater differential shall be supplied inside drops per City standards and be constructed per the City’s Detail Plate No. 2104. 26. Untreated or stormwater from lots not captured and routed to treatment facilities, particularly in backlots, require a conveyance system to be installed to route stormwater to treatment basins. 27. No sump structures shall be installed in backyard pickups. 28. Access routes to storm basins shall have slopes no greater than 3:1. 29. Driveways shall be setback in accordance with section 20-1122 of City Ordinances. 30. All driveways shall be located outside side lot drainage and utility easements. 31. A $300 fee per light shall be collected with the development contract for electricity costs for the first year of operation. 32. The Developer shall coordinate with the Building Department and Public Works Utility Department to determine which homes shall be required to install pressure reducing valves prior to the issuance of building permits. 33. The Developer’s contractor shall contact the City inspector for inspection of all insulated pipe crossings. 34. For all storm sewer plans: any HDPE pipe shall be called-out as “N-12” in accordance with City standard specifications. 208738v2 SP-7 35. All plans, specifications, project manuals, and submittals shall be in conformance with the most recent version of City Standard Specifications and Detail Plates (http://www.ci.chanhassen.mn.us/436/Standard-Specifications-Detail-Plates). 36. A plan shall be submitted addressing how internal staging and the site’s construction activities will be routed to ensure no obstruction of travel lanes on Galpin Boulevard will occur. This plan shall be submitted to the City and County for review and approval prior to commencement of grading operations. 37. On Sheet 3 of the Grading Plans the emergency over flow for the low point near station 18+00 along Pearl Drive is routed between Lots 2 and 3 of Block 6, the plans shall be updated to show swale between the lots to direct the EOF towards Basin 300. 38. On Sheet 4 of the Grading Plans, the emergency overflow locations for the low point near station 4+00 along Purple Parkway shall be illustrated on updated plans, currently it appears water would overflow between Lots 5 and 6 of Block 4 on the northeast side of the road; grading is proposed on the City’s property where well #3 is located, a temporary construction easement shall be executed prior to commencement of grading operations; grading is proposed to impact a MCES utility easement, an executed agreement with MCES shall be secured and provided to the City prior to commencement of grading operations; the grades on the south side of Lot 2 of Block 5 are 2:1 and shall be adjusted to maintain slopes no steeper than 3:1. 39. On Sheet 5 of the Grading Plans, an updated erosion control plan shall be submitted that meets the requirements of Sec. 19-145 of City Ordinances, no grading operations shall commence prior to review and approval of the updated submittal. 40. On Sheet 7 of the Grading Plans, in the “Grading Sequence” notes the minimum topsoil depth shall be adjusted to 6”; in the “General Notes” item 3. shall be updated to state a copy of the grading and erosion control plans must be on site at all times; item 10. shall add the requirement of topsoil (6” minimum) required for all permanent turf areas; item 12. shall indicate the requirement of a vacuum sweeper truck is required to clean tracking. 41. The Utility & Street Construction Plans (“U&SC Plans”) sheet numbers must be updated to reflect the proper sequencing of sheets for clarity, e.g. Sheet 1.1 of 28 does not have a Sheet 28 within the set. 42. On Sheet 1.1 of the U&SC Plans, provide a separate, enlarged inset detail of the proposed connection to the 14” HDPE water main at the intersection of Galpin Boulevard and Longacres Drive/“Pearl Drive” that includes plan and profile views of the location of all existing utilities. The updated plan is required prior to the commencement of any construction activities in this location, pending review by the City. The newly installed 8” C900 watermain shall be installed with a casing pipe with no bends, any conflicting utilities shall be lowered. 43. On Sheet 1.1 of the U&SC Plans, an air release valve and manhole shall be located near the high point of the watermain, pending revisions from condition 42 (above); construction note 208738v2 SP-8 5. shall indicate “1” I.P.S. PE”; the gate valve located near station 5+15 along “Pearl Drive” over the sanitary main shall be offset 5’to the east; the irrigation service stubbed near station 0+95 along “Pearl Drive” must be PE and not DIP and shall be 1”, if a larger diameter service line is required a justification must be submitted to the City for review; all watermain within 7.5’ of catch basins shall be insulated, e.g. at stations 1+60 and 4+75 along “Pearl Drive”; all hydrants shall be located 10’ away from light poles, e.g. at the intersection of “Pearl Drive” and “Purple Parkway”; on the profile the future watermain shall be called out as such and the plug should be illustrated for clarity. 44. On Sheet 1.2 of the U&SC Plans, lower watermain to avoid the conflicts with storm sewer catch basins and to minimize the required drops/bends/fittings, up to a maximum of 10’ below grade watermain will be accepted, pending review and approval; all sanitary sewer shall have a minimum slope of 0.50%, e.g. pipe runs between MH 16-085 to 16-094 maintain 0.40%; where “see watermain offset detail” is called out on plans indicate the page number for clarity. 45. On Sheet 1.3 of the U&SC Plans, MH 16-084 shall be lowered to maintain a 4% grade between MH 16-084 and MH 16-083; watermain shall be lowered to avoid conflicts and to maintain a consistent grade past station 4+00; water and sanitary services to Lot 6 of Block 4 and Lot 9 of Block 3 shall be adjusted away from catch basins and be insulated if necessary; a gate valve shall be installed near the connection to the existing C900 off “Purple Parkway” near station 9+75; the note calling out “connection to existing 8” DIP” shall be adjusted to 8” C900, for clarity. 46. On Sheet 1.4 of the U&SC Plans, the hydrant located between lots 20 and 21 of Block 4 shall be relocated between Lots 21 and 22 of Block 4; water and sanitary services to Lot 4 of Block 5 shall be adjusted away from catch basin and be insulated if necessary. 47. On Sheet 1.5 of the U&SC Plans, the submitted temporary traffic control plan indicates the use of MnDOT Traffic Control Layout 6K-17, however the provided proposal does not adhere to this standard and must be adjusted accordingly, e.g. the required buffer space is well below the standard; where CL-5 aggregate is called a note is to be added identifying that the aggregate shall be rolled and compacted prior to opening the bypass; note 3 shall clearly state this work is to be conducted by the Developer’s contractor and/or their subcontractor(s); the scale provided should be updated to a typical engineering scale; review and approval of the temporary traffic control plan by the County shall be provided to the City prior to any work on County Road 117. 48. On Sheet 1.6 of the U&SC Plans, add “Road Work Ahead” sign 600 feet before the “One Lane Road Ahead” signage; add additional “Flagger Ahead” sign south of Wynsong Lane. 49. On Sheet 2.1 of the U&SC Plans, “Storm Sewer Construction Notes” indicate usage of Neenah casting R-3067VB at catch basin low points, however the structure table does not indicate any “VB” structures, update accordingly; the formatting under “Storm Structure Table Notes” is not clear, it appears the notes are all related to water tight structures, if this is the case offsetting the sub-bullets (A-D) may make this clearer, update accordingly. 50. On Sheet 2.2 of the U&SC Plans, ensure all storm sewer conveyance pipe is entirely below road sections, e.g. between CBMH-426 and CBMH-425 the pipe would encroach into the road 208738v2 SP-9 section as the cover from top of pipe to proposed grade is 36”, adjust storm sewer accordingly; profile shall be updated to include stationing; FES-433 shall include trash guard; all catch basins throughout the plan set shall be located perpendicular to each other when on opposing sides of the road, e.g. CBMH-431 and CBMH-430 should be updated accordingly. 51. On Sheet 2.3 of the U&SC Plans, update plan view to show entire pipe run as CB-351 on plan view is not shown. 52. On Sheet 2.4 of the U&SC Plans, CBMH-336 and CBMH-335 should be relocated to achieve a perpendicular alignment per condition 50 (above), this may be accomplished by locating near station 1+20 to avoid conflict with Lot 1 of Block 2 driveway, furthermore this would allow for a recommended 2’x3’ catch basin rather than a catch basin manhole. 53. On Sheet 2.6 of the U&SC Plans, CBMH-303 shall have a 4 foot sump with SAFL baffle and the detail sheets shall be updated accordingly; update plans to indicate type of plug identified east of CBMH-306; remove trash guard from FES-300. 54. On Sheet 3.1 of the U&SC Plans, the pedestrian ramp type called out in the legend (MnDOT 7036F) is a 2004 detail plate and has been discontinued, update accordingly; maintain a 10’ separation from pedestrian ramps and catch basin castings at all times, e.g. in front of Lot 5 of Block 6; a sidewalk detail should be included as typical either on the plan sheets or within the detail sheets and called out accordingly; construction notes regarding street sign locations and installations should be included, coordination with Public Works is required; plans shall be updated to incorporate the pedestrian improvements at the intersection of Longacres Drive and Galpin Boulevard as conditioned upon approval of preliminary plat. 55. On Sheet 3.2 of the U&SC Plans, there is a call-out “???” over Lot 8 of Block 6, which must be removed or clarified. 56. On Sheet 3.4 of the U&SC Plans, the “eyebrow”, or half cul-de-sac bubble, between stationing 3+00 and 4+00 should be constructed so that the flow line for street drainage is to be maintained 15.5’ from centerline of “Alphabet Street”, this is required in order to minimize the amount of street drainage being routed around the eyebrow and creating a “bird bath” or drainage issues abutting Lot 20 of Block 4. Stormwater Conditions & Wetlands 1. All comments and conditions set forth by the Riley Purgatory Bluff Creek Watershed District shall be addressed by the Developer. 2. A defined riprap EOF spillway will be required for all stormwater basins. Developer should include location and elevation of all EOF spillways on the storm sewer plans. 3. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by City Code. 208738v2 SP-10 4. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the wetlands on site. Wetland buffer widths and locations where signage will be placed must be indicated on a plan sheet. Please find additional information on signage placement in the City’s guidance document. The WMO provides signs and sign posts for the cost of materials. Alternative signs (by the City or Developer) are also acceptable provided they contain similar information. Wetland buffers and buffer setbacks pursuant to section 20-411 and consistent with the preliminary plat must be memorialized with a recorded wetland buffer agreement filed with the county recorder’s office. 5. Where possible, the Developer shall update all storm sewer so the maximum pipe velocity is 12 feet per second. If not possible, pipe velocities should not exceed 15 feet per second per MnDOT guidance. Landscaping and Tree Preservation 1. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 2. Any well house access road established by Developer shall avoid removals of any significant trees in Outlot E or F, Park Addition and shall require written approval by the City for access or work within City Property. No significant oaks within Outlots E and F, Park Addition may be removed. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. 208738v2 SP-11 CITY OF CHANHASSEN BY: Elise Ryan, Mayor (SEAL) AND: Todd Gerhardt, City Manager STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 2020, by Elise Ryan, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 208738v2 SP-12 U.S. HOME CORPORATION D/B/A/ LENNAR: BY: Jonathan Aune, Vice President STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2020, by Jonathan Aune, Vice President of U.S. Home Corporation, a Delaware Corporation, D/B/A Lennar, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 208738v2 EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Outlot G, THE PARK, according to the recorded plat thereof, Carver County, Minnesota. 208738v2 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 20 . STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20___, by . NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 208738v2 IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2______, of (Name of Bank) "; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2______. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: ____________________________________ Its ______________________________ 208738v2 GC-1 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title’s Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors 208738v2 GC-2 and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. 208738v2 GC-3 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City’s approved tree list are prohibited. The minimum tree size shall be two and one-half (2½) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be 208738v2 GC-4 returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re-spread against the plat in accordance with City standards. 17. Hook-up Charges. . At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 208738v2 GC-5 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as-built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2½%) of construction costs for the first $1,000,000 and one and one-half percent (1½%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. 208738v2 GC-6 E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The Developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City’s base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre-construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer’s obligations under this Contract. The City shall have no responsibility or liability to lot purchasers or others for the City’s failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue 208738v2 GC-7 a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. 208738v2 GC-8 L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be 208738v2 GC-9 done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws, Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi-lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. W. Haul Routes. The Developer, the Developer’s contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall 208738v2 GC-10 be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of Developer, Developer’s telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the Developer shall provide the City with two complete sets of full-size construction plans and four sets of 11”x17” reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as-built plans, (2) two complete full-size sets of blue line/paper as-built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as-built plans in both .dxf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As-Built Lot Surveys. An as-built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as-built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as-built survey is completed. If the weather conditions at the time of the as-built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as-built escrow withheld until all work is complete. Rev. 3/31/06 Lot Lot Area (SF) Lot Width (Feet) Lot Depth (Feet) Impervious Area (SF) 90 ft Lots PUD 15,000 90 125 5,500 65 ft Lots PUD 8,450 65 125 4,400 Front Setback Rear Setback Side Yard Setback Corner Setback CR 117 Setback 90 ft Lots 20 ft *25 ft 7.5 ft 20 ft 50 ft 65 ft Lots 25 ft 25 ft 7.5 ft 20 ft 50 ft Wetland Buffer Setback 20 ft. All lot widths are shown at the 25 ft setback * 25 ft with Sidewalk 65 ft Lots Lot Block Lot Area (SF) Lot Width (Feet) Lot Depth (Feet) Impervious Area (SF) 1 1 9,992 93 132 4,400 2 1 8,801 72 130 4,400 3 1 8,450 65 130 4,400 4 1 8,450 65 130 4,400 5 1 8,450 65 130 4,400 6 1 8,450 65 130 4,400 1 2 14,785 99 152 4,400 1 3 9,189 74 134 4,400 2 3 8,749 70 134 4,400 3 3 8,450 65 130 4,400 4 3 8,450 65 130 4,400 5 3 8,450 65 130 4,400 6 3 8,450 65 130 4,400 7 3 8,450 65 130 4,400 8 3 9,263 65 131 4,400 9 3 9,898 65 131 4,400 1 4 12,658 79 135 4,400 2 4 8,729 65 130 4,400 3 4 8,450 65 130 4,400 4 4 8,819 72 130 4,400 5 4 11,092 107 141 4,400 6 4 10,504 96 140 4,400 7 4 8,450 65 130 4,400 8 4 8,450 65 130 4,400 9 4 8,450 65 130 4,400 10 4 8,450 65 130 4,400 11 4 8,450 65 130 4,400 12 4 8,474 65 130 4,400 13 4 12,754 83 131 4,400 14 4 10,929 91 132 4,400 15 4 9,170 65 141 4,400 16 4 9,344 65 144 4,400 17 4 9,103 65 140 4,400 18 4 8,570 65 131 4,400 19 4 8,779 65 134 4,400 20 4 9,676 66 135 4,400 21 4 14,151 68 146 4,400 22 4 9,702 65 139 4,400 23 4 9,104 65 138 4,400 24 4 9,559 83 134 4,400 25 4 10,192 83 127 4,400 1 5 12,618 65 174 4,400 2 5 14,656 82 233 4,400 3 5 14,357 95 253 4,400 4 5 14,285 93 229 4,400 5 5 13,661 65 209 4,400 6 5 12,773 73 163 4,400 7 5 11,941 91 142 4,400 8 5 9,737 81 138 4,400 1 6 8,864 65 132 4,400 2 6 9,089 65 128 4,400 3 6 8,510 65 125 4,400 4 6 8,492 65 125 4,400 5 6 9,719 65 126 4,400 6 6 11,049 65 159 4,400 7 6 9,919 65 152 4,400 8 6 11,346 77 136 4,400 THE PARK 2nd ADDITION COMPLIANCE TABLE WETLAND 6 WETLAND 1 WETLAND 1 WETLAND 11 WETLAND 13 WETLAND 14 WETLAND 12 BASIN 400 BASIN 300 BASIN 600BASIN 800 BASIN 500 BASIN 900 2ND ADDITION 3RD ADDITION OUTLOT A OUTLOT A OUTLOT BOUTLOT COUTLOT D02-ENG-118100-SHEET-GRAD-COVR 1COVER LOCATION MAP SEEDING PLANEROSION CONTROL PLANGRADING PLANLEGEND SHEETCOVER SHEETSHEET INDEX1.2.3-4.5.6. THE PARK PHASE 2 GRADING GRADING & EROSION CONTROL PLAN CHANHASSEN, MINNESOTA R GRADING & EROSION CONTROL DETAILS7-8. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 8OFTHE PARK PHASE 2 GRADING CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-14-2019 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-14-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-LGND 2LEGEND I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 8OFTHE PARK PHASE 2 GRADING CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-14-2019 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-14-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 WETLAND 1 WETLAND 11 BASIN 300BASIN 500 02-ENG-118100-SHEET-GRAD 3GRADING PLAN I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 8OFTHE PARK PHASE 2 GRADING CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-14-2019 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-14-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 WETLAND 6 BASIN 600BASIN 800 OUTLOT A OUTLOT BOUTLOT COUTLOT D02-ENG-118100-SHEET-GRAD 4GRADING PLAN I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 8OFTHE PARK PHASE 2 GRADING CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-14-2019 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-14-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 WETLAND 6 WETLAND 1 WETLAND 1 WETLAND 11 BASIN 400 BASIN 300 BASIN 600BASIN 800 BASIN 500 OUTLOT A OUTLOT A OUTLOT BOUTLOT COUTLOT DLEGEND 02-ENG-118100-SHEET-EROS 5EROSION CONTROL PLAN I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 8OFTHE PARK PHASE 2 GRADING CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-14-2019 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-14-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 WETLAND 6 WETLAND 1 WETLAND 1 WETLAND 11 BASIN 400 BASIN 300 BASIN 600BASIN 800 BASIN 500 OUTLOT A OUTLOT A OUTLOT BOUTLOT COUTLOT D· · · · · · · · · · · · · · 02-ENG-118100-SHEET-SEED 6SEEDING PLAN I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 8OFTHE PARK PHASE 2 GRADING CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-14-2019 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-14-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 · · · · · · · · · · 02-ENG-118100-SHEET-GRAD-DTLS 7GRADING DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 8OFTHE PARK PHASE 2 GRADING CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-14-2019 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-14-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-GRAD-DTLS 8GRADING DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 8OFTHE PARK PHASE 2 GRADING CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-14-2019 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-14-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 c5OFTHE PARKCHANHASSEN, MINNESOTA12-7-18JLTJLTNameReg. No.DateRevisionsDateDesignedDrawn2015 Pioneer Engineering, P.A.Mendota Heights, MN 551202422 Enterprise Drive(651) 681-1914Fax: 681-9488www.pioneereng.comLANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS11-21-19I hereby certify that this plan was prepared byme or under my direct supervision and that Iam a duly Licensed Landscape Architectunder the laws of the State of Minnesota44763Jennifer L. ThompsonL1LENNAR16305 36TH AVENUE NORTHPLYMOUTH, MINNESOTA 55446LANDSCAPE PLAN2-28-19 city comments4-2-19 city comments5-6-19 city comments5-22-19 city comments11-21-19 city comments c5OFTHE PARKCHANHASSEN, MINNESOTA12-7-18JLTJLTNameReg. No.DateRevisionsDateDesignedDrawn2015 Pioneer Engineering, P.A.Mendota Heights, MN 551202422 Enterprise Drive(651) 681-1914Fax: 681-9488www.pioneereng.comLANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERSI hereby certify that this plan was prepared byme or under my direct supervision and that Iam a duly Licensed Landscape Architectunder the laws of the State of Minnesota44763Jennifer L. ThompsonL2LENNAR16305 36TH AVENUE NORTHPLYMOUTH, MINNESOTA 55446LANDSCAPE PLAN2-28-19 city comments4-2-19 city comments5-6-19 city comments5-22-19 city comments11-21-1911-21-19 city comments c5OFTHE PARKCHANHASSEN, MINNESOTA12-7-18JLTJLTNameReg. No.DateRevisionsDateDesignedDrawn2015 Pioneer Engineering, P.A.Mendota Heights, MN 551202422 Enterprise Drive(651) 681-1914Fax: 681-9488www.pioneereng.comLANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERSI hereby certify that this plan was prepared byme or under my direct supervision and that Iam a duly Licensed Landscape Architectunder the laws of the State of Minnesota44763Jennifer L. ThompsonL3LENNAR16305 36TH AVENUE NORTHPLYMOUTH, MINNESOTA 55446LANDSCAPE PLAN2-28-19 city comments4-2-19 city comments5-6-19 city comments5-22-19 city comments11-21-1911-21-19 city comments c5OFTHE PARKCHANHASSEN, MINNESOTA12-7-18JLTJLTNameReg. No.DateRevisionsDateDesignedDrawn2015 Pioneer Engineering, P.A.Mendota Heights, MN 551202422 Enterprise Drive(651) 681-1914Fax: 681-9488www.pioneereng.comLANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERSI hereby certify that this plan was prepared byme or under my direct supervision and that Iam a duly Licensed Landscape Architectunder the laws of the State of Minnesota44763Jennifer L. ThompsonL4LENNAR16305 36TH AVENUE NORTHPLYMOUTH, MINNESOTA 55446LANDSCAPE PLAN2-28-19 city comments4-2-19 city comments5-6-19 city comments5-22-19 city comments11-21-1911-21-19 city comments c5OFTHE PARKCHANHASSEN, MINNESOTA12-7-18JLTJLTNameReg. No.DateRevisionsDateDesignedDrawn2015 Pioneer Engineering, P.A.Mendota Heights, MN 551202422 Enterprise Drive(651) 681-1914Fax: 681-9488www.pioneereng.comLANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERSI hereby certify that this plan was prepared byme or under my direct supervision and that Iam a duly Licensed Landscape Architectunder the laws of the State of Minnesota44763Jennifer L. ThompsonL5LENNAR16305 36TH AVENUE NORTHPLYMOUTH, MINNESOTA 55446LANDSCAPE PLAN2-28-19 city comments4-2-19 city comments5-6-19 city comments5-22-19 city comments11-21-1911-21-19 city comments WETLAND 6 WETLAND 1 WETLAND 1 WETLAND 11 WETLAND 13 WETLAND 14 WETLAND 12 BASIN 400 BASIN 300 BASIN 600BASIN 800 BASIN 500 BASIN 900 02-ENG-118100-SHEET-COVER 0.1COVER LOCATION MAP STORM SEWER CONSTRUCTIONSTORM SCHEDULE SANITARY SEWER & WATERMAINLEGEND SHEETCOVER SHEETSHEET INDEX0.10.21.1-1.4 2.1.2.2-2.7. THE PARK 2ND ADDITION UTILITY & STREET CONSTRUCTION PLAN CHANHASSEN, MINNESOTA R STREET CONSTRUCTION3.1-3.4.DETAILS4.1-4.8. CR 117 TRAFFIC CONTROL1.5-1.6 STREET & UTILITY EROSION CONTROL5.1. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-LGND 0.2LEGEND I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 BASIN 600BASIN 800 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-SSWR 1.1SANITARY SEWER & WATERMAIN CONSTRUCTION PEARL DRIVE 02-ENG-118100-SHEET-SSWR 1.2SANITARY SEWER & WATERMAIN CONSTRUCTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 PEARL DRIVE FATHERS SONG BASIN 500 02-ENG-118100-SHEET-SSWR 1.3SANITARY SEWER & WATERMAIN CONSTRUCTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 PURPLE PARKWAY 02-ENG-118100-SHEET-SSWR 1.4SANITARY SEWER & WATERMAIN CONSTRUCTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 ALPHABET STREET WETLAND 6 WETLAND 6 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-CR-117-TC 1.5CR 117 TRAFFIC CONTROL FOR UTLITY WORK PHASE 1 PHASE 2 WETLAND 2 WETLAND 11 WETLAND 12 BASIN 400 02-ENG-118100-SHEET-CR-117-TC 1.6CR 117 TRAFFIC CONTROL FOR UTLITY WORK I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-STRM-SCHD 2.1STORM SEWER SCHEDULE I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-STRM 2.2STORM SEWER CONSTRUCTION 02-ENG-118100-SHEET-STRM 2.3STORM SEWER CONSTRUCTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-STRM 2.4STORM SEWER CONSTRUCTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-STRM 2.5STORM SEWER CONSTRUCTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 BASIN 300 02-ENG-118100-SHEET-STRM 2.6STORM SEWER CONSTRUCTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-STRM 2.7STORM SEWER CONSTRUCTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 Street E I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-ROAD 3.1STREET CONSTRUCTION PEARL DRIVE 02-ENG-118100-SHEET-ROAD 3.2STREET CONSTRUCTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 PEARL DRIVE Street D 02-ENG-118100-SHEET-ROAD 3.3STREET CONSTRUCTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 PURPLE PARKWAY Street F 02-ENG-118100-SHEET-ROAD 3.4STREET CONSTRUCTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 ALPHABET STREET I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-DTLS 4.1DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-DTLS 4.2DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-DTLS 4.3DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-DTLS 4.4DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-DTLS 4.5DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-DTLS 4.6DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-DTLS 4.7DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-DTLS 4.8DETAILS WETLAND 6 WETLAND 11 BASIN 600BASIN 800 LEGEND I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 28OFTHE PARK 2ND ADDITION CHANHASSEN, MINNESOTA LENNAR 16305 36TH AVENUE NORTH 10-18-19 PJC/BNM MSN/MPC Name Reg. No.Date Revisions Date Designed Drawn 2019 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 10-18-2019 Paul J. Cherne PLYMOUTH, MINNESOTA 5544619860 02-ENG-118100-SHEET-EROS-UTIL 5.1EROSION CONTROL Carver County Public Works 11360 Highway 212, Suite 1 Cologne, MN 55322 Office (952) 466-5200 | Fax (952) 466-5223 | www.co.carver.mn.us CARVER COUNTY January 17, 2020 City of Chanhassen, c/o Kate Aanenson, AICP Planning Director 952-227-1139 kaanenson@ci.chanhassen.mn.us Re: Development and Access Review Comments: The Park 2nd Addition Final Plat along County Road (CR) 117/Galpin Boulevard Thank you for the opportunity to review the subject development in the City of Chanhassen. Consistent with the Carver County Comprehensive Plan, policies, and related studies, the following are comments and recommended conditions of approval and potential requirements for any necessary permits to be issued for the project: 1. CR 117/Galpin Blvd. ownership and maintenance is planned to be turned over from Carver County to the City of Chanhassen in 2023 and was studied as part of a Highway 117 Corridor Study. The proposed 50 feet of right of way from the highway centerline, 100 feet total, as shown on the proposed plat along CR 117/Galpin Blvd. is consistent with the Highway 117 Corridor Study and as established per The Park 1st Addition. 2. CR 117/Galpin Blvd. is identified in Carver County’s Comprehensive Plan with access spacing guidance in Category 6B - Urban/Urbanizing Collector, which guides access spacing at 1/4- mile full access and 1/8-mile secondary access. The proposed access across from Longacres Drive, named Pearl Drive in the proposed plat, meets this guided access spacing and was also identified in the corridor study. 3. Exclusive left and right turn lanes will be required at the access point across from Longacres Drive, named Pearl Drive in the proposed plat. These are shown conceptually in the preferred alternative from the Highway 117 Corridor Study. 4. The plat’s final grading plans and stormwater ponds along CR 117/Galpin Blvd. will need to be reviewed and approved to show how this is set up for the potential future CR 117/Galpin Blvd. reconstruction project. A cross reference of grading plans, profiles, and respective cross sections should be provided at key locations such as intersections, ponds, or other special features. a. Carver County requests a meeting with City of Chanhassen staff to review and verify the stormwater ponds needed for the related Galpin Blvd. reconstruction project to make sure the final grading plan within this plat is compatible. 5. For traffic control management, additional provisions are required: a. The temporary one lane road with flaggers will only be allowed during the day when 2 | P a g e work is actively taking place. Both directions of traffic need to be restored when flaggers are not on site. b. A Be Prepared to Stop sign should be added to the temporary traffic control layout. c. Make the detour signage for Longacres Drive more robust to better convey the route for local residents to use when the intersection is closed. 6. Regarding the utility crossings of CR 117/Galpin Boulevard, additional provisions are required: a. Carver County typically requires utility crossings to be within a steel casing. Since this highway is planned to be turned over to the City of Chanhassen, Carver County would like to understand the city’s preference and to ensure that any utility crossing is compatible with the planned reconstruction project. b. Clarify if existing watermain is being removed. 7. The technical details of the plat, its boundaries and form(s) will need to be reviewed and approved by the County Surveyor. 8. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: (http://www.co.carver.mn.us/how-do-i/apply-for/a-permit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. 9. Any damages, modifications, or changes incurred on Carver County highways from current or approved conditions will need to remedied or updated at development expense, including costs incurred by Carver County. These are comments at this time. If you have any questions or need further assistance, please do not hesitate to contact me at dmccormick@co.carver.mn.us or by phone at (952) 466-5208. Sincerely, Dan McCormick, P.E. PTOE Transportation Manager Carver County Public Works CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Resolution 2020XX: Approve Ratifying Changes to Chanhassen Fire Relief Association Bylaws Section CONSENT AGENDA Item No: D.9. Prepared By Don Johnson, Fire Chief File No: PROPOSED MOTION "The City Council Approves a Resolution Amending the Bylaws of the Chanhassen Fire Relief Association effective January 1, 2020." Approval requires a Simple Majority Vote of members present. BACKGROUND The Chanhassen Fire Relief Association has taken the steps necessary to amend the association bylaws over the past year. On November 25, 2019 the final step involved a majority vote of the membership approving the amendments. Most of these changes are administrative language changes and do not include adjustments to the annual lump sum benefit. RECOMMENDATION Staff recommends the City Council adopt the attached resolution approving the administrative language changes for the Chanhassen Fire Relief Association effective January 1, 2020. Approval requires a simple majority vote of the city council. ATTACHMENTS: Resolution Revised Bylaws Bylaws Showing Red Line Edits CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTY, MINNESOTA DATE: January 27, 2020 RESOLUTION NO: 2020-XX MOTION BY: SECONDED BY: RESOLUTION AMENDING THE BYLAWS OF THE CHANHASSEN FIREFIGHTERS RELIEF ASSOCIATION WHEREAS, the Chanhassen Firefighter’s Relief Association has requested the City to approve amendments to the following articles: Article II, General Definitions Section 2.3, Break in Service Section 2.4, Year of Active Service Section 2.5, Active Service Article III, Membership Section 3.2 Categories of Members Section 3.3 Voting Article IV, Meetings Section 4.1 Annual Meetings Article V, Officers and Trustees Section 5.2 Election and Term of Office Section 5.3 Board of Trustees Section 5.5 Vacancies Section 5.6 Responsibilities Article VII, Committees Section 7.3 Reports Article IX, Funds Section 9.1 Funds Section 9.2 General Fund Section 9.3 Special Fund Section 9.4 Memorial Fund (new section inserted) Section 9.5 Deposits (section renumbered) Section 9.6 Disbursements (section renumbered) Article X, Benefits Section 10.2 Eligibility Article XI, Optional Forms of Payment Section 11.3 Assignment Article XIII, Ancillary Benefits Section 13.1A Survivor Benefits Section 13.2 Permanent Disability Relief Section 13.3 Temporary Disability Benefits WHEREAS, it is in the best interest of the City and of the Relief Association that the bylaw amendments be approved. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, that the Bylaws of the Chanhassen Firefighter’s Relief Association be amended as shown above and on the attached redlined copy. Passed and adopted by the Chanhassen City Council this 27th day of January, 2020. ATTEST: Todd Gerhardt, City Manager Elise Ryan, Mayor YES NO ABSENT 145847v10 Page 1 Deleted: 9 BY-LAWS OF THE CHANHASSEN FIREFIGHTER'S RELIEF ASSOCIATION ARTICLE I – NAME, PURPOSE AND TYPE Section 1.1 Name: The name of the relief association shall be “The Chanhassen Firefighter’s Relief Association.” Section 1.2 Purpose: The Purpose of the Chanhassen Firefighter's Relief Association is to provide retirement relief and other benefits to its members and dependents. The Chanhassen Firefighter's Relief Association is a governmental entity that receives and manages public money to provide retirement benefits for individuals providing the governmental services of firefighting. If the individual is a member of the fire department, probationary or not, then the individual must be offered membership in the Association. Section 1.3 Association Type: The Chanhassen Firefighter’s Relief Association is a defined benefit relief association subject to Minnesota Statutes Sections 69.771 to 69.774, 424A.015, and 424A.02. 145847v10 Page 2 Deleted: 9 ARTICLE II – GENERAL DEFINITIONS Section 2.1 Fiduciary Responsibility: In the discharge of their respective duties, the officers and trustees shall be held to the standard of care enumerated in Minn. Stat. §11A.09. In addition, the trustees must act in accordance with Minn. Stat. §356A. Each member of the board is a fiduciary and shall undertake all fiduciary activities in accordance with the standard of care of section 11A.09, and in a manner consistent with Minn. Stat. §356A. No trustee of the Chanhassen Firefighter's Relief Association shall cause the Association to engage in a transaction if the fiduciary knows or should know that a transaction constitutes one of the following direct or indirect transactions: i. Sale or exchange or leasing of any real property between the Association and a board member; ii. lending of money or other extension of credit between the Association and a board member or member of the Association; iii. furnishing goods, services, or facilities between the Association and a board member; or iv. transfer to a board member, or use by or for the benefit of a board member, of any assets of the Association. Transfer of assets does not mean the payment of Association benefits or administrative expenses permitted by law. Section 2.2 Board of Trustees: The Board of Trustees of the Relief Association shall be as specified under Minn. Stat. §424A.04. There shall be three ex-officio members. The three ex- officio trustees shall be the mayor, the chief of the fire department, and the clerk, clerk treasurer or finance director. Section 2.3 Break in Service: A minimum of three months, occurring consecutively (computation period) during which the participant does not complete the fire departments Call, Training, Meeting and Performance requirements or during the duration of a suspension. The Relief President should receive a written official communication from the Fire Chief detailing which requirements were not met and the general reason for the break in service. If a suspension is the reason for the break in service, the written official communication from the Fire Chief should include the necessary details of the suspension. All written official communications regarding a suspension should state that the specified individual is not accruing pension credit for the duration of the suspension. All written official communication regarding a break in service must be made pursuant to Minnesota Government Data Practices Act, Minn Stat. CH13.A break in service does not include an approved leave of absence pursuant to the bylaws. Section 2.4 Year of Active Service: For the purpose of computing benefits or service pensions payable, a year of service shall be defined as a period of 12 full months of active service in the Chanhassen Fire Department. Service pensions will be prorated monthly for fractional years of service pursuant to Minn. Stat. §424A.02, subd. 1. Pursuant to Minn Stat. 424A.003 the Fire Chief shall deliver to the Relief Association a roster of Deleted: At the option of the Board of Trusties, members may not be given active service credit during a year in which they have a break in service. 145847v10 Page 3 Deleted: 9 Chanhassen Firefighters and the associated “good time” service credits for each member for the specified calendar year. Additionally, each firefighter shall be notified of their service credits individually. The Relief Association shall provide by written memorandum an “acceptance” letter confirming the information is correct. Section 2.5 Active Service: The act of responding to paged calls as well as meeting the Fire Department’s call, training meetings and performance requirements. For purpose of computing benefits or service pensions payable, a year of service shall be defined as a period of 12 full months of active service in the Chanhassen Fire Department. Section 2.6 Leave of Absence: If the board has approved a leave of absence for the member, the treasurer shall prorate monthly, that year of service and pay the member accordingly. All leaves of absence of more than 6 months occurring during a year, except such as are granted to a member because of the member's disability due to sickness or accident, shall be excluded in computing the period of service. Any member returning from a leave of absence beyond six months must remain in active service equal in time to the leave of absence in order to qualify for any pension increases having occurred during the leave time. If this requirement is not met prior to the individual's resignation, the retirement benefits will refer to those in effect at such time the leave of absence began. Section 2.7 Trustees: The individuals designated as such by Minn. Stat. §424A.04 and by virtue of elected office, those that qualify as an ex-officio trustee. Section 2.8 Surviving Spouse: The spouse of a deceased member who was legally married to the member at the time of the member’s death. Section 2.9 Designated Beneficiary: Means a natural person. Deleted: ive performance Deleted: of fire suppression duties or the supervision of fire suppression duties. The performance of suppression or supervision of fire suppression duties service includes 145847v10 Page 4 Deleted: 9 ARTICLE III – MEMBERSHIP Section 3.1 Applicants: All members of the Chanhassen Volunteer Fire Department shall be eligible to join this Association. All applicants for membership shall be sent to the Board of Trustees. Each application shall be in writing on a form supplied by the Secretary of the Association, signed by the applicant, stating name, residence and the date that the applicant joined the department. Section 3.2 Categories of Members : Members of this Association shall be classified into four categories: active, deferred, disabled, and retired. (a) Active members are those that have not been suspended or expelled from this Association; (b) Deferred members shall be those former members who have retired from the Chanhassen Fire Department and who have had an active period or periods of service in the Chanhassen Fire Department for 5 years, but who have not reached the age of 50 years (c) Disabled members are those former members that have been permanently disabled due to injury or sickness while an active member and are no longer in active service with the Chanhassen Fire Department (d) Retired members shall be those drawing a pension under the applicable statutes and bylaws of this Association. 1. Active member is defined as a firefighter meeting a combination of; responding to emergency calls while not working assigned shifts, responding to emergency calls while working assigned shifts, and meeting department guidelines for working scheduled shifts or aggregate hours in a specified time period. 2. Active Career Firefighters, Officers, or Command staff are NOT eligible for membership in the Chanhassen Relief Association. Part Time or Full Time City Employees (Exception of Career Firefighters, Officers, or Command Staff) are eligible for active membership by meeting section 1 requirements. Section 3.3 Voting: Each member shall be entitled to one vote on any matter voted upon by the membership, except for probationary firefighters in the first year of their probationary period or members who are not in good standing such as members on disciplinary probation or suspension. Voting by proxy is not permitted. All votes, unless specified prior to the vote, shall be conducted by voice vote. If a majority cannot be determined by voice vote, the Officer in Charge of the vote shall ask for a show of hands. Except as otherwise provided in these Bylaws, all items requiring a vote must pass by a majority vote of all members present at a regular or special meeting of the general membership. Section 3.4 Rights and Privileges Forfeited: Any member may be expelled from the Association for cause by a 2/3 vote of all members present at a regular or special meeting of the general membership. The member shall have the right to a hearing before the general membership and written notice via registered mail will be sent to the individual at least 15 days prior to the hearing. Cause for expulsion includes but is not limited to, failure to account for Deleted: ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ Deleted: 1. The definition of active member includes a paid-on call part-time firefighter ¶ employed by the City of Chanhassen who receives pay for each calls to which they respond. ¶ 2. An active member includes a firefighter that is employed full time by the City ¶ of Chanhassen who receives pay for each non-scheduled, non-mandatory fire suppression paged call, to which they respond. Deleted: members Deleted: , 145847v10 Page 5 Deleted: 9 money belonging to the Association or feigning illness or injury for the purpose of defrauding the Association. Section 3.5 Membership After Retirement: Any member who retires from said fire department after being vested shall remain a member of this Association. Once retiring from said fire department, however, a member shall not be eligible for disability relief from this Association. 145847v10 Page 6 Deleted: 9 ARTICLE IV – MEETINGS Section 4.1 Annual Meetings: The regular annual meeting of the Association shall be the first month after completion of the Annual Audit or as determined by a majority of all eligible voting members of the Relief As sociation Board and shall not start until after 6:00 PM. The place of the meeting shall be designated and may be changed from time to time by the Board of Trustees. Notice of the annual meeting shall be given to all members and the General Public at least ten (10) days in advance. Section 4.2 Quorum of Association Members: A majority of all the eligible voting members of the Association shall constitute a quorum for the transaction of business at annual, regular and special meetings. Section 4.3 Quorum of Board of Trustees: A majority of members of the Board of Trustees shall constitute a quorum for the transaction of business at meetings. Section 4.4 Order of Business: At the annual and regular meetings, the order of business shall be as follows: a) Call to Order b) Roll Call c) Reading of minutes of previous meeting d) Secretary's report e) Treasurer's report f) Committee report g) Unfinished Business h) New Business i) Adjournment Section 4.5 Special Meetings: Special meetings of the members may be called at any time upon the written order of the President and one other member of the Board of Trustees or 10% of the members of the Association. The Secretary shall give written notice to each member of the Board of Trustees and each member of the Association entitled to vote, of the time, place, and purpose of such meeting at least ten (10) days in advance. Section 4.6 Meeting Location: A meeting of the Board of Trustees shall be held at the registered office of the Association in the City of Chanhassen, unless noticed for another place within the state as designated by the Board. Deleted: in August each year, whichever is the latter Deleted: Written n 145847v10 Page 7 Deleted: 9 Section 4.7 Notice of Meetings : Subject to waiver, a notice of every meeting shall be sent or delivered by the Secretary to each trustee including ex-officio trustees, at least 5, but not more than 30 days before the meeting, excluding the date of the meeting. Such notice shall set forth the date, time, place, and in the case of a special meeting, the purpose. ARTICLE V – OFFICERS AND TRUSTEES Section 5.1 Officers : The officers of this Association shall be a President, a Vice-President, a Secretary, and a Treasurer. Section 5.2 Election and Term of Office: Two Relief Association Board members shall be elected at each annual meeting of the Association for three year terms or until their successors have been elected and duly qualify. The terms of the elected trustees shall be staggered. Section 5.3 Board of Trustees: The Board of Trustees shall be composed of six members elected by the membership and three ex-officio members consisting of the Mayor, the Fire Department Chief, and the City Clerk, Clerk Treasurer or Finance Director. One of the six trustees elected from the Association may be a retired member receiving a monthly pension, who is elected by the membership of the Association. Section 5.4 Board of Trustees Elections : At any annual meeting of the Board of Trustees, the Board shall elect from their number, excluding ex Officio Trustees, a President, Vice President, Secretary, and Treasurer. These officers shall hold office until the next annual meeting. Section 5.5 Vacancies: A vacancy on the Board of Trustees may be filled by the remaining Board members at any regular or special Board meeting but the Board members so elected shall hold office only until the next special or annual meeting or the Association membership when the successor shall be elected by the membership. Section 5.6 Responsibilities: The Board of Trustees shall discharge their respective duties using the standard of care specified in Minn. Stat. Section 11A.09 and shall act in accordance with Minn. Stat. Ch. 356. Members of the Board are fiduciaries and shall undertake all fiduciary activities in accordance with the standard of care under Minn. Stat. Section 11A.09 and in a manner consistent with Minn. Stat. Ch. 356. Deleted: ¶ Deleted: Said officers shall be elected annually by the membership at the annual meeting in June of each year. Deleted: Two Board members shall be elected at each annual meeting of the Association for three year terms or until their successors have been elected and duly qualify. The terms of the elected trustees shall be staggered. Deleted: , 145847v10 Page 8 Deleted: 9 ARTICLE VI – DUTIES OF OFFICERS Section 6.1 President’s Duty: It shall be the duty of the President to preside at all meetings of this Association and the Board of Trustees. The President shall enforce the due observance of Minnesota State Statutes, the Articles of Incorporation and the Bylaws and see that the Officers properly perform the duties assigned to them. The President shall sign all checks issued by the Treasurer and all other papers requiring the President's signature. The President shall be a member of all committees and shall exercise careful supervision over the affairs of the Association. The President shall have other duties as assigned from time to time by the Board of Trustees. The President shall receive such salary as may be fixed from time to time by the Board of Trustees, subject to approval of the Association, and payable from the Special Fund of the Association. Section 6.2 Vice -President’s Duty: The Vice -President shall perform the duties of the President in his/her absence or disability and in the case a vacancy in the office of President, until a successor has been elected. In the absence of both the President and the Vice President it shall be the duty of the Association to elect a President pro tem., who shall perform the duties incident to the office. The Vice President shall have other duties as assigned from time to time by the Board of Trustees. The Vice President shall receive such salary as may be fixed from time to time by the Board of Trustees, subject to approval of the Association, and payable from the Special Fund of the Association. Section 6.3 Secretary’s Duty: It shall be the duty of the Secretary to keep and post a true and accurate record of the proceedings of all meetings of the Association and of the Board of Trustees. The Secretary shall keep a correct record of all amendments, alterations and additions to the Articles of Incorporation or the Bylaws in a separate book from the minute books of the Association. The Secretary shall properly notice all meetings of the Association and of the Board of Trustees. The Secretary shall prepare all paperwork and obtain required signatures for relief benefits due to membership and insure benefits are distributed to appropriate parties. The Secretary shall receive all monies due the Association and pay the same over to the Treasurer, taking a receipt for the same, and failing to do so the Secretary may be impeached and expelled from the Association. The Secretary shall keep individual files and a roll of membership, with the date of joining, resignation, discharge, leaves of absence, dues and assessments paid and relief or pensions furnished. The books of the Secretary shall at all times be open to inspection by the Board of Trustees. The Secretary shall have other duties as assigned from time to time by the Board of Trustees. He/she shall sign all orders for payment issued to the Treasurer, and jointly with the Treasurer, prepare and file all reports and statements required by law. He/she shall receive such salary as may be fixed from time to time by the Board of Trustees, subject to approval of the Association, and payable from the Association's Special Fund. Section 6.4 Treasurer’s Duty: It shall be the duty of the Treasurer to receive from the Secretary all funds belonging to the Association and hold them subject to the order of the President and countersigned by the Secretary. The Treasurer shall keep separate and distinct accounts of the Special and General Funds, and shall prepare and present to the Board of Trustees a full and detailed statement of the assets and liabilities of each fund separately at 145847v10 Page 9 Deleted: 9 each meeting of the Board of Trustees, and prior to the annual meeting of the Association. Failing in the Treasurer's obligations, the Treasurer may be impeached and expelled from the Association. The Treasurer shall deliver to the Treasurer's successor in office, or to any committee appointed by the Board of Trustees to receive the same, all monies, books, papers, and other items pertaining to the Treasurer's office immediately upon the expiration of the Treasurer's office. Prior to entering upon the duties of the Treasurer's office, the Treasurer shall give a bond in such amount and with such sureties as may be required and approved by the Board of Trustees and the City of Chanhassen, conditioned upon the faithful discharge of the Treasurer's trust and the faithful performance of the duties of the Treasurer's office, payable from the Association's Special Fund. The amount of the bond will be equal to at least 10% of the assets of the Association, however, the amount of the bond need not exceed $500,000. Jointly with the Secretary, the Treasurer shall prepare and file all reports and statements required by law. The Treasurer shall have other duties as assigned from time to time by the Board of Trustees. The Treasurer shall receive such salary as may be fixed by the Board of Trustees from time to time, subject to approval of the Association, and payable from Association's Special Fund. Section 6.5 Removals: Any officer or general trustee may be removed for just cause at a special meeting of the members by a 2/3 vote of those elected to vote at an election of officers and trustees. No officer or general trustee shall be removed unless notice of the meeting at which removal is to be considered states such purpose. When an officer or trustee has been removed, new officers or general trustees may be elected at the same meeting to serve until the next annual meeting of the members and until their successors have been elected and have qualified. Section 6.6 Debts Prohibited: No officer or member of this Association shall contract any debt for the same unless authorized by the Board of Trustees. 145847v10 Page 10 Deleted: 9 ARTICLE VII – COMMITTEES Section 7.1 Establishment: The Board of Trustees may establish committees to aid the Board in performing the business of the Association. Section 7.3 Reports: All reports and resolutions shall be submitted in writing and no report from a committee shall be received unless it is approved by a majority of such committee, but a minority report may always be presented. Deleted: Section 7.2 Aide Committee: The Aide Committee shall consist of three members of the Relief Association, as appointed by the Board of Trustees. The duty of the Aide Committee shall include, but not be limited to, ensuring that members submit all forms necessary for any claim for benefits and ensuring that those forms be filed with the proper agencies. The committee shall perform other duties assigned to it by the Board of Trustees from time to time. ¶ 145847v10 Page 11 Deleted: 9 ARTICLE VIII – INVESTMENTS Section 8.1 Discharge of Duties: Trustees shall discharge their duties in good faith and with that diligence and care which an ordinarily prudent person would exercise under similar circumstances. Section 8.2 Investments: The Board of Trustees shall investigate and prepare for the safe and profitable investment of Association funds in conformance with State Statutes, the bylaws and any investment policy adopted by the Association. Section 8.3 Investment Committee: The Board of Trustees may designate two or more Association members to sit on an investment committee. The treasurer, the president and an ex- officio member shall also sit on the committee. The investment committee shall investigate and make recommendations to the board of suitable investments for Association funds among those permitted by Statute, the bylaws and any investment policy adopted by the Association. 145847v10 Page 12 Deleted: 9 ARTICLE IX – FUNDS Section 9.1 Funds: The property and monies of this Association shall be kept in three separate and distinct funds known as the “General Fund”, the “Special Fund” and the “Memorial Fund”. Disbursements from the funds shall be in accordance with Minnesota Statutes and Rules and the bylaws of the Chanhassen Firefighter's Relief Association. Section 9.2 General Fund: The funds received by this Association from dues, donations, fines, initiation fees, entertainments, and other miscellaneous sources shall be kept in the General Fund and may be disbursed upon a majority vote of the Board of Trustees in an amount not to exceed $1,000 for any purpose reasonably suited to the welfare of the Association and its members. A vote of the majority of the members present and voting at a regular meeting or special meeting is required for any disbursement of funds in excess of $1,000. However, upon a vote of two-thirds of the members present and voting at a regular meeting or special meeting any such monies may be placed in the Special Fund. Section 9.3 Special Fund: All funds received by this Association which qualify as state aid received pursuant to law, all taxes levied by or other revenues received from the City pursuant to law providing for municipal support for the Association, any moneys or property donated, given, granted or devised excluding fundraiser proceeds, by any person which is specified for the use for the support of the special fund and any interest earned on the assets of the special fund shall be kept in a fund known as the Special Fund. Any tax sources and other money which may be directly donated or transferred to said fund, shall be kept in a separate account on the books of the Treasurer known as the Special Fund and shall be disbursed only for the following purposes: i) Payment of service pensions to retired members in accordance with these bylaws; ii) Payment of temporary or permanent disability benefits to disabled members; iii) Payment of survivor and death benefits; iv) Administrative expenses as limited by Minn. Stat. §69.80; and v) Payment of fees, dues and assessments to the Minnesota association, State Fire Department Association, to the Minnesota Area Relief Association Coalition, and to the State Volunteer Firefighters Benefit Association. Department Association, to the Minnesota Area Relief Association Coalition, and to the State Volunteer Firefighters Benefit Association. All other expenses shall be paid out of the General Fund. Section 9.4 Memorial Fund: This is a special fund created for the sole purpose of designing, constructing, maintaining and updating the Chanhassen Fire Department Memorial. Funds may be disbursed upon a majority vote of the Board of Trustees for any purpose reasonably suited to the servicing, maintaining, and updating of the Chanhassen Fire Department Memorial. Section 9.5 Deposits: All money belonging to this Association shall be deposited to the credit of the Association in such banks, trust companies, or other depositories as the Board of Deleted: two Deleted: and Deleted: . Deleted: (May need to work with Doug better language to describe this fund) Deleted: 4 145847v10 Page 13 Deleted: 9 Trustees may designate. The Board of Trustees shall make deposits in conformance with State Statutes, the bylaws and the investment policy. Section 9.6 Disbursements: No disbursement of funds of this Association shall be made except by checks drawn by the treasurer and countersigned by the President or Vice-President. Except when issued for salaries, pensions and other fixed charges, the exact amount of which has previously been determined by the Board of Trustees or the members, no check shall be issued until the claim to which it relates has been approved by the Board of Trustees. Deleted: 5 145847v10 Page 14 Deleted: 9 ARTICLE X – BENEFITS Section 10.1 Pension: Effective January 1, 2018, the Association shall pay a defined benefit lump sum service pension in accordance with Minn. Stat. 424A02. The Association shall pay to each member who shall have served as an active firefighter in the Department for a period of 20 years or more prior to the member’s resignation from the Department and who has reached the age of 50 years or more, the sum of $6,800.00 for each year that the member served as an active member of the Department. The pension shall start on the first day of the month following retirement from the Association and shall not exceed the amount authorized under 424A.02, subd. 3. Section 10.2 Eligibility: To be eligible to receive a full service pension a member must meet all of the following requirements: i) Be at least 50 years of age; ii) Have retired from the Fire Department of the municipality; iii) Have completed at least 20 years of active service with such department before retirement; iv) Have been a member of the Association in good standing prior to such retirement. Section 10.3 Applications: All applications for pensions or deferred pension status shall be submitted in writing to the Board of Trustees at a regular or special meeting of the Board. An application form will be provided by the Secretary of the Association containing the following information: i) Age of the applicant; ii) Length of service the applicant has been a member of the Association; iii) Such other information s the Board of Trustees may require by including lawful requests for information or questions on an application form for benefits which has been adopted by the Board of Trustees. Application for benefits shall be made by or on behalf of the applicant within 90 days prior to the date that the pension commences, and no pension benefits shall be paid for a period covering more than 90 days before the application is made. Section 10.4 Board Approval: It shall be the duty of the Board to approve applications for service pensions if the applicant meets all of the eligibility requirements set forth in these bylaws. It shall also be the duty of the Board not to approve the application if any of the eligibility requirements are not met. If an application is not approved, the Board shall return the application to the applicant within 30 days, noting thereon, with particularity, which requirements the applicant does not meet. Thereafter, the applicant shall be furnished with the opportunity to be heard by the full Board, within the next 30 days, on the question of whether the applicant meets all of the eligibility requirements. When the application is approved, the service pension shall be paid as a service pension to such applicant. Deleted: at least 5 years 145847v10 Page 15 Deleted: 9 145847v10 Page 16 Deleted: 9 ARTICLE XI – OPTIONAL FORMS OF PAYMENT Section 11.1 Payment Options: Because of the varying circumstances in each member's retirement planning, optional benefit payment methods are offered. Selection should occur after consultation with a tax consultant, insurance and/or estate planner, or an attorney. Alternate payment methods on the Application Form shall include: i) A single lump sum check payment payable to the eligible retiree. ii) Lump sum payment by the Association to a recognized insurance carrier licensed to do business in this state and approved for this product by the Commerce Commissioner under Minn. Stat. 60A.40. Section 11.2 Transfer to IRA Account: Upon written request from the retiring member who has given proper notice of retirement, the Secretary or Treasurer shall directly transfer the service pension amount into an Individual Retirement Account under Section 408(a) of the Internal Revenue Code, as amended. Section 11.3 Assignment: No service pension or ancillary benefits paid or payable form the special fund of the Association to any person receiving or entitled to receive a service pension or ancillary benefits shall be subject to garnishment, judgment, execution, or other legal process, except as provided Minn. Stat. Sections 518.58, 518.581 or 518A.53. No service pension or ancillary benefit paid or payable from the pension fund shall be assignable by any member nor shall any assignment be recognized by the board. Deleted: a 145847v10 Page 17 Deleted: 9 ARTICLE XII – SUPPLEMENTAL BENEFITS Section 12.1 Members: The Association shall pay a supplemental benefit to an active or deferred member who receive a lump sum distribution of pension or retirement benefits for service performed as a volunteer firefighter at the time the lump sum benefit is paid. The supplemental benefit is calculated as ten percent (10%) of the regular lump sum distribution, but not to exceed $1,000.00. Section 12.2 Survivor Benefit: Upon the payment of a lump sum survivor benefit to the survivor of a deceased active member or deceased deferred member, a supplemental survivor benefit will be paid to the married surviving spouse or, if none, to the surviving minor child or minor children. The survivor supplemental benefit is calculated as 20% of the survivor benefit distribution, but not to exceed $2,000.00. Section 12.3 Not Both: An individual may receive a supplemental benefit under Section 12.1 or under Section 12.2, but not under both Sections with respect to one lump sum benefit. 145847v10 Page 18 Deleted: 9 ARTICLE XIII – ANCILLARY BENEFITS Section 13.1 Survivor Benefits: A. A lump sum survivor benefit shall be paid to the surviving spouse or surviving child or children, or if none, to a designated beneficiary, or if none, a lump sum death benefit shall be paid to the estate of the deceased active or deferred member in an amount equal to the member’s total earned service pension, which is defined as the member’s years of service multiplied by the benefit level at the time of death, without regard to minimum or partial vesting requirements. A designated beneficiary may be a trust created under Chapter 501B if the survivor benefit will be distributed as a one-time lump sum payment. The years of services shall be determined as of: (i) the date the member or former member became entitled to the ancillary benefit; or (ii) the date the member or former member died entitling a survivor or the estate of the member or former member to the benefit. In no case shall the survivor benefit exceed five times the yearly service pension amount specified in the bylaws in the case of a member who dies before having performed five years of active service in the fire department. B. Following the receipt of a death benefit provided under this Article, neither a member's beneficiary, nor estate is entitled to any other or further financial relief or benefits from the Association. Section 13.2 Permanent Disability Relief: A member who is permanently disabled from being an active member in the Chanhassen Fire Department shall be eligible for a disability benefit in lieu of retirement. Upon approval of the Board of Trustees pursuant to this section the disability benefits will apply: A member who is totally and permanently disabled with a service related disability shall be eligible to collect a disability benefit in an amount equal to the benefit level in effect on the date of disability per year of active service. The member shall be eligible to receive the disability benefit immediately upon approval of the Board of Trustees. i) Any such disability benefit paid in accordance with this section shall be in lieu of all rights to further service pension and survivor's benefit. ii) A total and permanent disability is defined as the inability of an active member to engage in performance of his/her duties as a firefighter by reason of a medically determinable physical or psychological impairment arising out of an act of duty which can be expected to last for a continuous period of not less than twelve Formatted: Indent: Left: 1", Space After: 0 pt Deleted: Formatted: Indent: Left: 1", Space After: 0 pt Deleted: 145847v10 Page 19 Deleted: 9 months or can be expected to result in death, that was incurred in the line of duty. iii) Reports required: a. No member shall be paid disability benefits except upon the written report of an actively licensed medical doctor of the member's choice. This report shall set for the diagnosis and prognosis of the disability, disease or injury of the member. Each such report shall be filed with the Association. iv) Procedure: a. All applications for disability benefits shall be made within six months after such applicant has ceased to be an active member of the fire department. Written application shall be made to the Board setting out the nature and cause of such disability. This application shall be under oath by the member or his or her immediate family. The application shall be tabled until the next meeting so that the applicant may be examined by an actively licensed medical doctor of the member's choice. The actively licensed medical doctor will submit a written opinion concerning the diagnosis and prognosis of the applicant's permanent disability and its probable duration. The Board of Trustees has the discretion to request that another actively licensed medical doctor, selected by the Board, examine the patient. Final determination of disability will be based on the reports of at least one actively licensed medical doctor and by a 2/3 majority of a quorum of the Board of Trustees present at the subsequent Association meeting. v) An applicant shall not be considered under a disability unless he/she furnishes adequate proof of the existence thereof. An applicant's statement as to pain or other symptoms will not alone be conclusive evidence of disability as defined in this section. vi) Grievance: a. Procedure: If the applicant for disability benefits feels he/she has been aggrieved by any action of the Board, he/she shall, within sixty (60) days from notice of such action of the Board, file written objections and the reasons thereof with the Board and shall be allowed to appeal the determination pursuant to the review procedure in these bylaws. Section 13.3 Temporary Disability Benefits: Upon the approval of the application therefore, any member of this Association who becomes temporarily physically incapacitated for active duty in the Chanhassen Fire Department because of illness or injury sustained in the performance of such duty and who is unable to work for one week or longer shall be paid a Deleted: physician or chiropractor Deleted: a Deleted: physician or chiropractor Deleted: physician or chiropractor 145847v10 Page 20 Deleted: 9 benefit of $5.00 per day for a period no longer than 120 days in any one fiscal year, providing he/she is under the care of an actively licensed medical doctor during this period and the actively licensed medical doctor submits a written opinion concerning the diagnosis and prognosis of the applicant's temporary disability and inability to work, its probable duration, and the cause of the injury or illness. Section 13.4 Military Leave: A. Authorization. Subject to restrictions stated in Minn. Stat. § 424A.021, a volunteer firefighter who is absent from firefighting service due to service in the uniformed serices, as defined in United States Code, Title 38, section 4303(13), may obtain an allocation by the relief association as though the person was an active member for the period of the uniformed service, not to exceed five (5) years, unless a longer period is required under United States Code, title 38, section 4312. B. Limitations. (a) To be eligible for an allocation as though an active member under this section, the volunteer firefighter must return to firefighting service with coverage by this Association upon discharge from service in the uniformed service within the time frame required in United States Code, title 38, section 4312(e). (b) An allocation as though an active member is not authorized if the firefighter separates from uniformed service with a dishonorable or bad conduct discharge or under other than honorable conditions. An allocation as though an active member is also not authorized if the firefighter fails to provide notice to the fire department that the individual is leaving to provide service in the uniformed service, unless it is not feasible to provide that notice due to the emergency nature of the situation. Section 13.5 Approval of Claims: The Board of Trustees, upon being satisfied of the merit of any claim for benefits shall endorse its approval by a 2/3 majority of a quorum of the Board of Trustees present at the Association meeting. Deleted: a physician or doctor Deleted: the physician or doctor 145847v10 Page 21 Deleted: 9 ARTICLE XIV – EARLY VESTING PROVISION Section 14.1. Vesting. In the event a member with 5 years or more but less than 20 years of active service on the Chanhassen Fire Department resigns or otherwise becomes a nonmember, that person shall be entitled to the following benefits that represents the nonforfeitable portion of: Completed Years of Service Nonforfeitable Percentage of Pension Amount 5 40% 6 44% 7 48% 8 52% 9 56% 10 60% 11 64% 12 68% 13 72% 14 76% 15 80% 16 84% 17 88% 18 92% 19 96% 20 and thereafter 100% 145847v10 Page 22 Deleted: 9 ARTICLE XV – DEFERRED PENSION STATUS Section 15.1 Deferred Pension: Effective January 1, 2001, a member of the Association who is otherwise qualified for a service pension but who has not reached the age of fifty years may retire from the Chanhassen Fire Department without forfeiting his/her right to such pension. Upon the application of such member, he/she shall be placed on a deferred pension roll and shall be entitled to receive the pension upon reaching the age of fifty years and making application therefore. At that time, the Association shall pay the member amount payable per year of service in effect at the time of retirement. Deferred pensions prior to January 1, 2001 will be calculated as of January 1, 2001. During the time a member is on the deferred pension roll he/she will not be eligible for any disability benefits as provided in Section 1 of this article. 145847v10 Page 23 Deleted: 9 ARTICLE XVI – RETURN TO SERVICE Section 16.1 Active Service: Active service shall be defined as provided under Article II. Annually, the Board of Trustees shall obtain certification from the Fire Chief of each member’s active service. Section 16.2 Break in Service: A member unable to perform the duties of a firefighter because of a temporary disability incurred in the line of duty as a firefighter shall be considered to be on active duty. If the member is unable to perform the duties of a firefighter for any other reason, including approved leaves of absence, the member shall be considered to have a break in service and shall not receive service credit in the Association for that period of time. Parts of years may be added together to compute full years. A member, upon the resumption of active service with the Fire Department, shall recommence membership in the Association if the member’s break in service was less than 60 days. Breaks in service due to Uniform Service Leave, Minn. Stat. § 424.021, Family and Medical Leave Act (FMLA), 29 U.S.C. § 2601 et al., or any other periods of inactive service protected by Federal or State law shall be handled in accordance with the relevant law. Section 16.3 Return to Service: Any member who has ceased to perform or supervise fire suppression and fire prevention duties for at least 60 days, including former members that have received payment for an accrued pension or benefit, shall be eligible to resume active membership in the Association should the member resume active firefighting duties with the Chanhassen Fire Department. Upon a resumption of active service, the member must remain in active service with the Chanhassen Fire Department equal in time to the leave of absence to accrue any additional service credit with the Association. If the member completes the minimum period of resumption service specified in this Section prior to a subsequent cessation of firefighting duties, the member shall receive a service pension for all years of active service (and months, if applicable) calculated at the benefit level in effect on the date of the member’s final cessation of duties, however, no member may be paid a service pension twice for the same period of service. If the member does not complete the minimum period of resumption service specified in this Section prior to a subsequent cessation of duties, the member shall receive a service pension for the member’s original years of service calculated at the benefit level in effect upon the member’s original cessation of duties, with no credit for the subsequent period of active service. 145847v10 Page 24 Deleted: 9 ARTICLE XVII – AMENDMENTS Section 17.1 Amending By-Laws : The By-laws of this Association may be amended at any regular or special meeting thereof by a favorable vote of two-thirds of the members present and voting, provided that a quorum of 50% of voting members are present and provided further that a notice be mailed to each member at his/her last known address not less than ten (10) days prior to such meeting. If such amendment or amendments shall change the amount of, manner of payment of, or the conditions for qualification for services pensions or ancillary benefits or disbursements other than administrative expenses payable from the special fund of the Association, then the amendments shall be submitted to the Chanhassen City Council for approval. Approved by the Chanhassen City Council September 10, 1984 Approved by Amendment by the Chanhassen City Council March 3, 1986 Approved by Amendment by the Chanhassen City Council October 24, 1988 Approved by Amendment by the Chanhassen City Council January 28, 1991 Approved by Amendment by the Chanhassen City Council November 25, 1991 Approved by Amendment by the Chanhassen City Council October 25, 1993 Approved by Amendment by the Chanhassen City Council April 9, 2001 Approved by Amendment by the Chanhassen City Council February 13, 2006 Approved by Amendment by the Chanhassen City Council December 8, 2014 Adopted by the Chanhassen Relief Association October 29, 1984 Amended by the Chanhassen Fire Relief Association March 17, 1986 Amended by the Chanhassen Fire Relief Association December 14, 1988 Amended by the Chanhassen Fire Relief Association October 15, 1990 Amended by the Chanhassen Fire Relief Association December 16, 1991 Amended by the Chanhassen Fire Relief Association August 31, 1993 Amended by the Chanhassen Fire Relief Association May 8, 2006 Amended by the Chanhassen Fire Relief Association December 8, 2014 Amended by the Chanhassen Fire Relief Association May 9, 2019 Deleted: January Deleted: 14 Deleted: 4 145847v10 Page 1 BY-LAWS OF THE CHANHASSEN FIREFIGHTER'S RELIEF ASSOCIATION ARTICLE I – NAME, PURPOSE AND TYPE Section 1.1 Name: The name of the relief association shall be “The Chanhassen Firefighter’s Relief Association.” Section 1.2 Purpose: The Purpose of the Chanhassen Firefighter's Relief Association is to provide retirement relief and other benefits to its members and dependents. The Chanhassen Firefighter's Relief Association is a governmental entity that receives and manages public money to provide retirement benefits for individuals providing the governmental services of firefighting. If the individual is a member of the fire department, probationary or not, then the individual must be offered membership in the Association. Section 1.3 Association Type: The Chanhassen Firefighter’s Relief Association is a defined benefit relief association subject to Minnesota Statutes Sections 69.771 to 69.774, 424A.015, and 424A.02. 145847v10 Page 2 ARTICLE II – GENERAL DEFINITIONS Section 2.1 Fiduciary Responsibility: In the discharge of their respective duties, the officers and trustees shall be held to the standard of care enumerated in Minn. Stat. §11A.09. In addition, the trustees must act in accordance with Minn. Stat. §356A. Each member of the board is a fiduciary and shall undertake all fiduciary activities in accordance with the standard of care of section 11A.09, and in a manner consistent with Minn. Stat. §356A. No trustee of the Chanhassen Firefighter's Relief Association shall cause the Association to engage in a transaction if the fiduciary knows or should know that a transaction constitutes one of the following direct or indirect transactions: i. Sale or exchange or leasing of any real property between the Association and a board member; ii. lending of money or other extension of credit between the Association and a board member or member of the Association; iii. furnishing goods, services, or facilities between the Association and a board member; or iv. transfer to a board member, or use by or for the benefit of a board member, of any assets of the Association. Transfer of assets does not mean the payment of Association benefits or administrative expenses permitted by law. Section 2.2 Board of Trustees: The Board of Trustees of the Relief Association shall be as specified under Minn. Stat. §424A.04. There shall be three ex-officio members. The three ex- officio trustees shall be the mayor, the chief of the fire department, and the clerk, clerk treasurer or finance director. Section 2.3 Break in Service: A minimum of three months, occurring consecutively (computation period) during which the participant does not complete the fire departments Call, Training, Meeting and Performance requirements or during the duration of a suspension. The Relief President should receive a written official communication from the Fire Chief detailing which requirements were not met and the general reason for the break in service. If a suspension is the reason for the break in service, the written official communication from the Fire Chief should include the necessary details of the suspension. All written official communications regarding a suspension should state that the specified individual is not accruing pension credit for the duration of the suspension. All written official communication regarding a break in service must be made pursuant to Minnesota Government Data Practices Act, Minn Stat. Ch.13. A break in service does not include an approved leave of absence pursuant to the bylaws. Section 2.4 Year of Active Service: For the purpose of computing benefits or service pensions payable, a year of service shall be defined as a period of 12 full months of active service in the Chanhassen Fire Department. Service pensions will be prorated monthly for fractional years of service pursuant to Minn. Stat. §424A.02, subd. 1. Pursuant to Minn Stat. 424A.003 the Fire Chief shall deliver to the Relief Association a roster of 145847v10 Page 3 Chanhassen Firefighters and the associated “good time” service credits for each member for the specified calendar year. Additionally, each firefighter shall be notified of their service credits individually. The Relief Association shall provide by written memorandum an “acceptance” letter confirming the information is correct. Section 2.5 Active Service: The act of responding to paged calls as well as meeting the Fire Department’s call, training meetings and performance requirements. For purpose of computing benefits or service pensions payable, a year of service shall be defined as a period of 12 full months of active service in the Chanhassen Fire Department. Section 2.6 Leave of Absence: If the board has approved a leave of absence for the member, the treasurer shall prorate monthly, that year of service and pay the member accordingly. All leaves of absence of more than 6 months occurring during a year, except such as are granted to a member because of the member's disability due to sickness or accident, shall be excluded in computing the period of service. Any member returning from a leave of absence beyond six months must remain in active service equal in time to the leave of absence in order to qualify for any pension increases having occurred during the leave time. If this requirement is not met prior to the individual's resignation, the retirement benefits will refer to those in effect at such time the leave of absence began. Section 2.7 Trustees: The individuals designated as such by Minn. Stat. §424A.04 and by virtue of elected office, those that qualify as an ex-officio trustee. Section 2.8 Surviving Spouse: The spouse of a deceased member who was legally married to the member at the time of the member’s death. Section 2.9 Designated Beneficiary: Means a natural person. 145847v10 Page 4 ARTICLE III – MEMBERSHIP Section 3.1 Applicants: All members of the Chanhassen Volunteer Fire Department shall be eligible to join this Association. All applicants for membership shall be sent to the Board of Trustees. Each application shall be in writing on a form supplied by the Secretary of the Association, signed by the applicant, stating name, residence and the date that the applicant joined the department. Section 3.2 Categories of Members: Members of this Association shall be classified into four categories: active, deferred, disabled, and retired. (a) Active members are those that have not been suspended or expelled from this Association; (b) Deferred members shall be those former members who have retired from the Chanhassen Fire Department and who have had an active period or periods of service in the Chanhassen Fire Department for 5 years, but who have not reached the age of 50 years (c) Disabled members are those former members that have been permanently disabled due to injury or sickness while an active member and are no longer in active service with the Chanhassen Fire Department (d) Retired members shall be those drawing a pension under the applicable statutes and bylaws of this Association. 1. Active member is defined as a firefighter meeting a combination of; responding to emergency calls while not working assigned shifts, responding to emergency calls while working assigned shifts, and meeting department guidelines for working scheduled shifts or aggregate hours in a specified time period. 2. Active Career Firefighters, Officers, or Command staff are NOT eligible for membership in the Chanhassen Relief Association. Part Time or Full Time City Employees (Exception of Career Firefighters, Officers, or Command Staff) are eligible for active membership by meeting section 1 requirements. Section 3.3 Voting: Each member shall be entitled to one vote on any matter voted upon by the membership, except for probationary firefighters in the first year of their probationary period or members who are not in good standing such as members on disciplinary probation or suspension. Voting by proxy is not permitted. All votes, unless specified prior to the vote, shall be conducted by voice vote. If a majority cannot be determined by voice vote, the Officer in Charge of the vote shall ask for a show of hands. Except as otherwise provided in these Bylaws, all items requiring a vote must pass by a majority vote of all members present at a regular or special meeting of the general membership. Section 3.4 Rights and Privileges Forfeited: Any member may be expelled from the Association for cause by a 2/3 vote of all members present at a regular or special meeting of the general membership. The member shall have the right to a hearing before the general membership and written notice via registered mail will be sent to the individual at least 15 days prior to the hearing. Cause for expulsion includes but is not limited to, failure to account for 145847v10 Page 5 money belonging to the Association or feigning illness or injury for the purpose of defrauding the Association. Section 3.5 Membership After Retirement: Any member who retires from said fire department after being vested shall remain a member of this Association. Once retiring from said fire department, however, a member shall not be eligible for disability relief from this Association. 145847v10 Page 6 ARTICLE IV – MEETINGS Section 4.1 Annual Meetings: The regular annual meeting of the Association shall be the first month after completion of the Annual Audit or as determined by a majority of all eligible voting members of the Relief Association Board and shall not start until after 6:00 PM. The place of the meeting shall be designated and may be changed from time to time by the Board of Trustees. Notice of the annual meeting shall be given to all members and the General Public at least ten (10) days in advance. Section 4.2 Quorum of Association Members: A majority of all the eligible voting members of the Association shall constitute a quorum for the transaction of business at annual, regular and special meetings. Section 4.3 Quorum of Board of Trustees: A majority of members of the Board of Trustees shall constitute a quorum for the transaction of business at meetings. Section 4.4 Order of Business: At the annual and regular meetings, the order of business shall be as follows: a) Call to Order b) Roll Call c) Reading of minutes of previous meeting d) Secretary's report e) Treasurer's report f) Committee report g) Unfinished Business h) New Business i) Adjournment Section 4.5 Special Meetings: Special meetings of the members may be called at any time upon the written order of the President and one other member of the Board of Trustees or 10% of the members of the Association. The Secretary shall give written notice to each member of the Board of Trustees and each member of the Association entitled to vote, of the time, place, and purpose of such meeting at least ten (10) days in advance. Section 4.6 Meeting Location: A meeting of the Board of Trustees shall be held at the registered office of the Association in the City of Chanhassen, unless noticed for another place within the state as designated by the Board. 145847v10 Page 7 Section 4.7 Notice of Meetings: Subject to waiver, a notice of every meeting shall be sent or delivered by the Secretary to each trustee including ex-officio trustees, at least 5, but not more than 30 days before the meeting, excluding the date of the meeting. Such notice shall set forth the date, time, place, and in the case of a special meeting, the purpose. ARTICLE V – OFFICERS AND TRUSTEES Section 5.1 Officers: The officers of this Association shall be a President, a Vice-President, a Secretary, and a Treasurer. Section 5.2 Election and Term of Office: Two Relief Association Board members shall be elected at each annual meeting of the Association for three year terms or until their successors have been elected and duly qualify. The terms of the elected trustees shall be staggered. Section 5.3 Board of Trustees: The Board of Trustees shall be composed of six members elected by the membership and three ex-officio members consisting of the Mayor, the Fire Department Chief, and the City Clerk, Clerk Treasurer or Finance Director. One of the six trustees elected from the Association may be a retired member receiving a monthly pension, who is elected by the membership of the Association. Section 5.4 Board of Trustees Elections: At any annual meeting of the Board of Trustees, the Board shall elect from their number, excluding ex Officio Trustees, a President, Vice President, Secretary, and Treasurer. These officers shall hold office until the next annual meeting. Section 5.5 Vacancies: A vacancy on the Board of Trustees may be filled by the remaining Board members at any regular or special Board meeting but the Board members so elected shall hold office only until the next special or annual meeting or the Association membership when the successor shall be elected by the membership. Section 5.6 Responsibilities: The Board of Trustees shall discharge their respective duties using the standard of care specified in Minn. Stat. Section 11A.09 and shall act in accordance with Minn. Stat. Ch. 356. Members of the Board are fiduciaries and shall undertake all fiduciary activities in accordance with the standard of care under Minn. Stat. Section 11A.09 and in a manner consistent with Minn. Stat. Ch. 356. 145847v10 Page 8 ARTICLE VI – DUTIES OF OFFICERS Section 6.1 President’s Duty: It shall be the duty of the President to preside at all meetings of this Association and the Board of Trustees. The President shall enforce the due observance of Minnesota State Statutes, the Articles of Incorporation and the Bylaws and see that the Officers properly perform the duties assigned to them. The President shall sign all checks issued by the Treasurer and all other papers requiring the President's signature. The President shall be a member of all committees and shall exercise careful supervision over the affairs of the Association. The President shall have other duties as assigned from time to time by the Board of Trustees. The President shall receive such salary as may be fixed from time to time by the Board of Trustees, subject to approval of the Association, and payable from the Special Fund of the Association. Section 6.2 Vice-President’s Duty: The Vice-President shall perform the duties of the President in his/her absence or disability and in the case a vacancy in the office of President, until a successor has been elected. In the absence of both the President and the Vice President it shall be the duty of the Association to elect a President pro tem., who shall perform the duties incident to the office. The Vice President shall have other duties as assigned from time to time by the Board of Trustees. The Vice President shall receive such salary as may be fixed from time to time by the Board of Trustees, subject to approval of the Association, and payable from the Special Fund of the Association. Section 6.3 Secretary’s Duty: It shall be the duty of the Secretary to keep and post a true and accurate record of the proceedings of all meetings of the Association and of the Board of Trustees. The Secretary shall keep a correct record of all amendments, alterations and additions to the Articles of Incorporation or the Bylaws in a separate book from the minute books of the Association. The Secretary shall properly notice all meetings of the Association and of the Board of Trustees. The Secretary shall prepare all paperwork and obtain required signatures for relief benefits due to membership and insure benefits are distributed to appropriate parties. The Secretary shall receive all monies due the Association and pay the same over to the Treasurer, taking a receipt for the same, and failing to do so the Secretary may be impeached and expelled from the Association. The Secretary shall keep individual files and a roll of membership, with the date of joining, resignation, discharge, leaves of absence, dues and assessments paid and relief or pensions furnished. The books of the Secretary shall at all times be open to inspection by the Board of Trustees. The Secretary shall have other duties as assigned from time to time by the Board of Trustees. He/she shall sign all orders for payment issued to the Treasurer, and jointly with the Treasurer, prepare and file all reports and statements required by law. He/she shall receive such salary as may be fixed from time to time by the Board of Trustees, subject to approval of the Association, and payable from the Association's Special Fund. Section 6.4 Treasurer’s Duty: It shall be the duty of the Treasurer to receive from the Secretary all funds belonging to the Association and hold them subject to the order of the President and countersigned by the Secretary. The Treasurer shall keep separate and distinct accounts of the Special and General Funds, and shall prepare and present to the Board of Trustees a full and detailed statement of the assets and liabilities of each fund separately at 145847v10 Page 9 each meeting of the Board of Trustees, and prior to the annual meeting of the Association. Failing in the Treasurer's obligations, the Treasurer may be impeached and expelled from the Association. The Treasurer shall deliver to the Treasurer's successor in office, or to any committee appointed by the Board of Trustees to receive the same, all monies, books, papers, and other items pertaining to the Treasurer's office immediately upon the expiration of the Treasurer's office. Prior to entering upon the duties of the Treasurer's office, the Treasurer shall give a bond in such amount and with such sureties as may be required and approved by the Board of Trustees and the City of Chanhassen, conditioned upon the faithful discharge of the Treasurer's trust and the faithful performance of the duties of the Treasurer's office, payable from the Association's Special Fund. The amount of the bond will be equal to at least 10% of the assets of the Association, however, the amount of the bond need not exceed $500,000. Jointly with the Secretary, the Treasurer shall prepare and file all reports and statements required by law. The Treasurer shall have other duties as assigned from time to time by the Board of Trustees. The Treasurer shall receive such salary as may be fixed by the Board of Trustees from time to time, subject to approval of the Association, and payable from Association's Special Fund. Section 6.5 Removals: Any officer or general trustee may be removed for just cause at a special meeting of the members by a 2/3 vote of those elected to vote at an election of officers and trustees. No officer or general trustee shall be removed unless notice of the meeting at which removal is to be considered states such purpose. When an officer or trustee has been removed, new officers or general trustees may be elected at the same meeting to serve until the next annual meeting of the members and until their successors have been elected and have qualified. Section 6.6 Debts Prohibited: No officer or member of this Association shall contract any debt for the same unless authorized by the Board of Trustees. 145847v10 Page 10 ARTICLE VII – COMMITTEES Section 7.1 Establishment: The Board of Trustees may establish committees to aid the Board in performing the business of the Association. Section 7.3 Reports: All reports and resolutions shall be submitted in writing and no report from a committee shall be received unless it is approved by a majority of such committee, but a minority report may always be presented. 145847v10 Page 11 ARTICLE VIII – INVESTMENTS Section 8.1 Discharge of Duties: Trustees shall discharge their duties in good faith and with that diligence and care which an ordinarily prudent person would exercise under similar circumstances. Section 8.2 Investments: The Board of Trustees shall investigate and prepare for the safe and profitable investment of Association funds in conformance with State Statutes, the bylaws and any investment policy adopted by the Association. Section 8.3 Investment Committee: The Board of Trustees may designate two or more Association members to sit on an investment committee. The treasurer, the president and an ex- officio member shall also sit on the committee. The investment committee shall investigate and make recommendations to the board of suitable investments for Association funds among those permitted by Statute, the bylaws and any investment policy adopted by the Association. 145847v10 Page 12 ARTICLE IX – FUNDS Section 9.1 Funds: The property and monies of this Association shall be kept in three separate and distinct funds known as the “General Fund”, the “Special Fund” and the “Memorial Fund”. Disbursements from the funds shall be in accordance with Minnesota Statutes and Rules and the bylaws of the Chanhassen Firefighter's Relief Association. Section 9.2 General Fund: The funds received by this Association from dues, donations, fines, initiation fees, entertainments, and other miscellaneous sources shall be kept in the General Fund and may be disbursed upon a majority vote of the Board of Trustees in an amount not to exceed $1,000 for any purpose reasonably suited to the welfare of the Association and its members. A vote of the majority of the members present and voting at a regular meeting or special meeting is required for any disbursement of funds in excess of $1,000. However, upon a vote of two-thirds of the members present and voting at a regular meeting or special meeting any such monies may be placed in the Special Fund. Section 9.3 Special Fund: All funds received by this Association which qualify as state aid received pursuant to law, all taxes levied by or other revenues received from the City pursuant to law providing for municipal support for the Association, any moneys or property donated, given, granted or devised excluding fundraiser proceeds, by any person which is specified for the use for the support of the special fund and any interest earned on the assets of the special fund shall be kept in a fund known as the Special Fund. Any tax sources and other money which may be directly donated or transferred to said fund, shall be kept in a separate account on the books of the Treasurer known as the Special Fund and shall be disbursed only for the following purposes: i) Payment of service pensions to retired members in accordance with these bylaws; ii) Payment of temporary or permanent disability benefits to disabled members; iii) Payment of survivor and death benefits; iv) Administrative expenses as limited by Minn. Stat. §69.80; and v) Payment of fees, dues and assessments to the Minnesota association, State Fire Department Association, to the Minnesota Area Relief Association Coalition, and to the State Volunteer Firefighters Benefit Association. Department Association, to the Minnesota Area Relief Association Coalition, and to the State Volunteer Firefighters Benefit Association. All other expenses shall be paid out of the General Fund. Section 9.4 Memorial Fund: This is a special fund created for the sole purpose of designing, constructing, maintaining and updating the Chanhassen Fire Department Memorial. Funds may be disbursed upon a majority vote of the Board of Trustees for any purpose reasonably suited to the servicing, maintaining, and updating of the Chanhassen Fire Department Memorial. Section 9.5 Deposits: All money belonging to this Association shall be deposited to the credit of the Association in such banks, trust companies, or other depositories as the Board of 145847v10 Page 13 Trustees may designate. The Board of Trustees shall make deposits in conformance with State Statutes, the bylaws and the investment policy. Section 9.6 Disbursements: No disbursement of funds of this Association shall be made except by checks drawn by the treasurer and countersigned by the President or Vice-President. Except when issued for salaries, pensions and other fixed charges, the exact amount of which has previously been determined by the Board of Trustees or the members, no check shall be issued until the claim to which it relates has been approved by the Board of Trustees. 145847v10 Page 14 ARTICLE X – BENEFITS Section 10.1 Pension: Effective January 1, 2018, the Association shall pay a defined benefit lump sum service pension in accordance with Minn. Stat. 424A02. The Association shall pay to each member who shall have served as an active firefighter in the Department for a period of 20 years or more prior to the member’s resignation from the Department and who has reached the age of 50 years or more, the sum of $6,800.00 for each year that the member served as an active member of the Department. The pension shall start on the first day of the month following retirement from the Association and shall not exceed the amount authorized under 424A.02, subd. 3. Section 10.2 Eligibility: To be eligible to receive a full service pension a member must meet all of the following requirements: i) Be at least 50 years of age; ii) Have retired from the Fire Department of the municipality; iii) Have completed at least 20 years of active service with such department before retirement; iv) Have been a member of the Association in good standing prior to such retirement. Section 10.3 Applications: All applications for pensions or deferred pension status shall be submitted in writing to the Board of Trustees at a regular or special meeting of the Board. An application form will be provided by the Secretary of the Association containing the following information: i) Age of the applicant; ii) Length of service the applicant has been a member of the Association; iii) Such other information s the Board of Trustees may require by including lawful requests for information or questions on an application form for benefits which has been adopted by the Board of Trustees. Application for benefits shall be made by or on behalf of the applicant within 90 days prior to the date that the pension commences, and no pension benefits shall be paid for a period covering more than 90 days before the application is made. Section 10.4 Board Approval: It shall be the duty of the Board to approve applications for service pensions if the applicant meets all of the eligibility requirements set forth in these bylaws. It shall also be the duty of the Board not to approve the application if any of the eligibility requirements are not met. If an application is not approved, the Board shall return the application to the applicant within 30 days, noting thereon, with particularity, which requirements the applicant does not meet. Thereafter, the applicant shall be furnished with the opportunity to be heard by the full Board, within the next 30 days, on the question of whether the applicant meets all of the eligibility requirements. When the application is approved, the service pension shall be paid as a service pension to such applicant. 145847v10 Page 15 145847v10 Page 16 ARTICLE XI – OPTIONAL FORMS OF PAYMENT Section 11.1 Payment Options: Because of the varying circumstances in each member's retirement planning, optional benefit payment methods are offered. Selection should occur after consultation with a tax consultant, insurance and/or estate planner, or an attorney. Alternate payment methods on the Application Form shall include: i) A single lump sum check payment payable to the eligible retiree. ii) Lump sum payment by the Association to a recognized insurance carrier licensed to do business in this state and approved for this product by the Commerce Commissioner under Minn. Stat. 60A.40. Section 11.2 Transfer to IRA Account: Upon written request from the retiring member who has given proper notice of retirement, the Secretary or Treasurer shall directly transfer the service pension amount into an Individual Retirement Account under Section 408(a) of the Internal Revenue Code, as amended. Section 11.3 Assignment: No service pension or ancillary benefits paid or payable form the special fund of the Association to any person receiving or entitled to receive a service pension or ancillary benefits shall be subject to garnishment, judgment, execution, or other legal process, except as provided Minn. Stat. Sections 518.58, 518.581 or 518A.53. No service pension or ancillary benefit paid or payable from the pension fund shall be assignable by any member nor shall any assignment be recognized by the board. 145847v10 Page 17 ARTICLE XII – SUPPLEMENTAL BENEFITS Section 12.1 Members: The Association shall pay a supplemental benefit to an active or deferred member who receive a lump sum distribution of pension or retirement benefits for service performed as a volunteer firefighter at the time the lump sum benefit is paid. The supplemental benefit is calculated as ten percent (10%) of the regular lump sum distribution, but not to exceed $1,000.00. Section 12.2 Survivor Benefit: Upon the payment of a lump sum survivor benefit to the survivor of a deceased active member or deceased deferred member, a supplemental survivor benefit will be paid to the married surviving spouse or, if none, to the surviving minor child or minor children. The survivor supplemental benefit is calculated as 20% of the survivor benefit distribution, but not to exceed $2,000.00. Section 12.3 Not Both: An individual may receive a supplemental benefit under Section 12.1 or under Section 12.2, but not under both Sections with respect to one lump sum benefit. 145847v10 Page 18 ARTICLE XIII – ANCILLARY BENEFITS Section 13.1 Survivor Benefits: A. A lump sum survivor benefit shall be paid to the surviving spouse or surviving child or children, or if none, to a designated beneficiary, or if none, a lump sum death benefit shall be paid to the estate of the deceased active or deferred member in an amount equal to the member’s total earned service pension, which is defined as the member’s years of service multiplied by the benefit level at the time of death, without regard to minimum or partial vesting requirements. A designated beneficiary may be a trust created under Chapter 501B if the survivor benefit will be distributed as a one-time lump sum payment. The years of services shall be determined as of: (i) the date the member or former member became entitled to the ancillary benefit; or (ii) the date the member or former member died entitling a survivor or the estate of the member or former member to the benefit. In no case shall the survivor benefit exceed five times the yearly service pension amount specified in the bylaws in the case of a member who dies before having performed five years of active service in the fire department. B. Following the receipt of a death benefit provided under this Article, neither a member's beneficiary, nor estate is entitled to any other or further financial relief or benefits from the Association. Section 13.2 Permanent Disability Relief: A member who is permanently disabled from being an active member in the Chanhassen Fire Department shall be eligible for a disability benefit in lieu of retirement. Upon approval of the Board of Trustees pursuant to this section the disability benefits will apply: A member who is totally and permanently disabled with a service related disability shall be eligible to collect a disability benefit in an amount equal to the benefit level in effect on the date of disability per year of active service. The member shall be eligible to receive the disability benefit immediately upon approval of the Board of Trustees. i) Any such disability benefit paid in accordance with this section shall be in lieu of all rights to further service pension and survivor's benefit. ii) A total and permanent disability is defined as the inability of an active member to engage in performance of his/her duties as a firefighter by reason of a medically determinable physical or psychological impairment arising out of an act of duty which can be expected to last for a continuous period of not less than twelve 145847v10 Page 19 months or can be expected to result in death, that was incurred in the line of duty. iii) Reports required: a. No member shall be paid disability benefits except upon the written report of an actively licensed medical doctor of the member's choice. This report shall set for the diagnosis and prognosis of the disability, disease or injury of the member. Each such report shall be filed with the Association. iv) Procedure: a. All applications for disability benefits shall be made within six months after such applicant has ceased to be an active member of the fire department. Written application shall be made to the Board setting out the nature and cause of such disability. This application shall be under oath by the member or his or her immediate family. The application shall be tabled until the next meeting so that the applicant may be examined by an actively licensed medical doctor of the member's choice. The actively licensed medical doctor will submit a written opinion concerning the diagnosis and prognosis of the applicant's permanent disability and its probable duration. The Board of Trustees has the discretion to request that another actively licensed medical doctor, selected by the Board, examine the patient. Final determination of disability will be based on the reports of at least one actively licensed medical doctor and by a 2/3 majority of a quorum of the Board of Trustees present at the subsequent Association meeting. v) An applicant shall not be considered under a disability unless he/she furnishes adequate proof of the existence thereof. An applicant's statement as to pain or other symptoms will not alone be conclusive evidence of disability as defined in this section. vi) Grievance: a. Procedure: If the applicant for disability benefits feels he/she has been aggrieved by any action of the Board, he/she shall, within sixty (60) days from notice of such action of the Board, file written objections and the reasons thereof with the Board and shall be allowed to appeal the determination pursuant to the review procedure in these bylaws. Section 13.3 Temporary Disability Benefits: Upon the approval of the application therefore, any member of this Association who becomes temporarily physically incapacitated for active duty in the Chanhassen Fire Department because of illness or injury sustained in the performance of such duty and who is unable to work for one week or longer shall be paid a 145847v10 Page 20 benefit of $5.00 per day for a period no longer than 120 days in any one fiscal year, providing he/she is under the care of an actively licensed medical doctor during this period and the actively licensed medical doctor submits a written opinion concerning the diagnosis and prognosis of the applicant's temporary disability and inability to work, its probable duration, and the cause of the injury or illness. Section 13.4 Military Leave: A. Authorization. Subject to restrictions stated in Minn. Stat. § 424A.021, a volunteer firefighter who is absent from firefighting service due to service in the uniformed serices, as defined in United States Code, Title 38, section 4303(13), may obtain an allocation by the relief association as though the person was an active member for the period of the uniformed service, not to exceed five (5) years, unless a longer period is required under United States Code, title 38, section 4312. B. Limitations. (a) To be eligible for an allocation as though an active member under this section, the volunteer firefighter must return to firefighting service with coverage by this Association upon discharge from service in the uniformed service within the time frame required in United States Code, title 38, section 4312(e). (b) An allocation as though an active member is not authorized if the firefighter separates from uniformed service with a dishonorable or bad conduct discharge or under other than honorable conditions. An allocation as though an active member is also not authorized if the firefighter fails to provide notice to the fire department that the individual is leaving to provide service in the uniformed service, unless it is not feasible to provide that notice due to the emergency nature of the situation. Section 13.5 Approval of Claims: The Board of Trustees, upon being satisfied of the merit of any claim for benefits shall endorse its approval by a 2/3 majority of a quorum of the Board of Trustees present at the Association meeting. 145847v10 Page 21 ARTICLE XIV – EARLY VESTING PROVISION Section 14.1. Vesting. In the event a member with 5 years or more but less than 20 years of active service on the Chanhassen Fire Department resigns or otherwise becomes a nonmember, that person shall be entitled to the following benefits that represents the nonforfeitable portion of: Completed Years of Service Nonforfeitable Percentage of Pension Amount 5 40% 6 44% 7 48% 8 52% 9 56% 10 60% 11 64% 12 68% 13 72% 14 76% 15 80% 16 84% 17 88% 18 92% 19 96% 20 and thereafter 100% 145847v10 Page 22 ARTICLE XV – DEFERRED PENSION STATUS Section 15.1 Deferred Pension: Effective January 1, 2001, a member of the Association who is otherwise qualified for a service pension but who has not reached the age of fifty years may retire from the Chanhassen Fire Department without forfeiting his/her right to such pension. Upon the application of such member, he/she shall be placed on a deferred pension roll and shall be entitled to receive the pension upon reaching the age of fifty years and making application therefore. At that time, the Association shall pay the member amount payable per year of service in effect at the time of retirement. Deferred pensions prior to January 1, 2001 will be calculated as of January 1, 2001. During the time a member is on the deferred pension roll he/she will not be eligible for any disability benefits as provided in Section 1 of this article. 145847v10 Page 23 ARTICLE XVI – RETURN TO SERVICE Section 16.1 Active Service: Active service shall be defined as provided under Article II. Annually, the Board of Trustees shall obtain certification from the Fire Chief of each member’s active service. Section 16.2 Break in Service: A member unable to perform the duties of a firefighter because of a temporary disability incurred in the line of duty as a firefighter shall be considered to be on active duty. If the member is unable to perform the duties of a firefighter for any other reason, including approved leaves of absence, the member shall be considered to have a break in service and shall not receive service credit in the Association for that period of time. Parts of years may be added together to compute full years. A member, upon the resumption of active service with the Fire Department, shall recommence membership in the Association if the member’s break in service was less than 60 days. Breaks in service due to Uniform Service Leave, Minn. Stat. § 424.021, Family and Medical Leave Act (FMLA), 29 U.S.C. § 2601 et al., or any other periods of inactive service protected by Federal or State law shall be handled in accordance with the relevant law. Section 16.3 Return to Service: Any member who has ceased to perform or supervise fire suppression and fire prevention duties for at least 60 days, including former members that have received payment for an accrued pension or benefit, shall be eligible to resume active membership in the Association should the member resume active firefighting duties with the Chanhassen Fire Department. Upon a resumption of active service, the member must remain in active service with the Chanhassen Fire Department equal in time to the leave of absence to accrue any additional service credit with the Association. If the member completes the minimum period of resumption service specified in this Section prior to a subsequent cessation of firefighting duties, the member shall receive a service pension for all years of active service (and months, if applicable) calculated at the benefit level in effect on the date of the member’s final cessation of duties, however, no member may be paid a service pension twice for the same period of service. If the member does not complete the minimum period of resumption service specified in this Section prior to a subsequent cessation of duties, the member shall receive a service pension for the member’s original years of service calculated at the benefit level in effect upon the member’s original cessation of duties, with no credit for the subsequent period of active service. 145847v10 Page 24 ARTICLE XVII – AMENDMENTS Section 17.1 Amending By-Laws: The By-laws of this Association may be amended at any regular or special meeting thereof by a favorable vote of two-thirds of the members present and voting, provided that a quorum of 50% of voting members are present and provided further that a notice be mailed to each member at his/her last known address not less than ten (10) days prior to such meeting. If such amendment or amendments shall change the amount of, manner of payment of, or the conditions for qualification for services pensions or ancillary benefits or disbursements other than administrative expenses payable from the special fund of the Association, then the amendments shall be submitted to the Chanhassen City Council for approval. Approved by the Chanhassen City Council September 10, 1984 Approved by Amendment by the Chanhassen City Council March 3, 1986 Approved by Amendment by the Chanhassen City Council October 24, 1988 Approved by Amendment by the Chanhassen City Council January 28, 1991 Approved by Amendment by the Chanhassen City Council November 25, 1991 Approved by Amendment by the Chanhassen City Council October 25, 1993 Approved by Amendment by the Chanhassen City Council April 9, 2001 Approved by Amendment by the Chanhassen City Council February 13, 2006 Approved by Amendment by the Chanhassen City Council December 8, 2014 Adopted by the Chanhassen Relief Association October 29, 1984 Amended by the Chanhassen Fire Relief Association March 17, 1986 Amended by the Chanhassen Fire Relief Association December 14, 1988 Amended by the Chanhassen Fire Relief Association October 15, 1990 Amended by the Chanhassen Fire Relief Association December 16, 1991 Amended by the Chanhassen Fire Relief Association August 31, 1993 Amended by the Chanhassen Fire Relief Association May 8, 2006 Amended by the Chanhassen Fire Relief Association December 8, 2014 Amended by the Chanhassen Fire Relief Association May 29, 2019 145847v10 Page 1 Deleted: 9 BY-LAWS OF THE CHANHASSEN FIREFIGHTER'S RELIEF ASSOCIATION ARTICLE I – NAME, PURPOSE AND TYPE Section 1.1 Name: The name of the relief association shall be “The Chanhassen Firefighter’s Relief Association.” Section 1.2 Purpose: The Purpose of the Chanhassen Firefighter's Relief Association is to provide retirement relief and other benefits to its members and dependents. The Chanhassen Firefighter's Relief Association is a governmental entity that receives and manages public money to provide retirement benefits for individuals providing the governmental services of firefighting. If the individual is a member of the fire department, probationary or not, then the individual must be offered membership in the Association. Section 1.3 Association Type: The Chanhassen Firefighter’s Relief Association is a defined benefit relief association subject to Minnesota Statutes Sections 69.771 to 69.774, 424A.015, and 424A.02. 145847v10 Page 2 Deleted: 9 ARTICLE II – GENERAL DEFINITIONS Section 2.1 Fiduciary Responsibility: In the discharge of their respective duties, the officers and trustees shall be held to the standard of care enumerated in Minn. Stat. §11A.09. In addition, the trustees must act in accordance with Minn. Stat. §356A. Each member of the board is a fiduciary and shall undertake all fiduciary activities in accordance with the standard of care of section 11A.09, and in a manner consistent with Minn. Stat. §356A. No trustee of the Chanhassen Firefighter's Relief Association shall cause the Association to engage in a transaction if the fiduciary knows or should know that a transaction constitutes one of the following direct or indirect transactions: i. Sale or exchange or leasing of any real property between the Association and a board member; ii. lending of money or other extension of credit between the Association and a board member or member of the Association; iii. furnishing goods, services, or facilities between the Association and a board member; or iv. transfer to a board member, or use by or for the benefit of a board member, of any assets of the Association. Transfer of assets does not mean the payment of Association benefits or administrative expenses permitted by law. Section 2.2 Board of Trustees: The Board of Trustees of the Relief Association shall be as specified under Minn. Stat. §424A.04. There shall be three ex-officio members. The three ex- officio trustees shall be the mayor, the chief of the fire department, and the clerk, clerk treasurer or finance director. Section 2.3 Break in Service: A minimum of three months, occurring consecutively (computation period) during which the participant does not complete the fire departments Call, Training, Meeting and Performance requirements or during the duration of a suspension. The Relief President should receive a written official communication from the Fire Chief detailing which requirements were not met and the general reason for the break in service. If a suspension is the reason for the break in service, the written official communication from the Fire Chief should include the necessary details of the suspension. All written official communications regarding a suspension should state that the specified individual is not accruing pension credit for the duration of the suspension. All written official communication regarding a break in service must be made pursuant to Minnesota Government Data Practices Act, Minn Stat. CH13.A break in service does not include an approved leave of absence pursuant to the bylaws. Section 2.4 Year of Active Service: For the purpose of computing benefits or service pensions payable, a year of service shall be defined as a period of 12 full months of active service in the Chanhassen Fire Department. Service pensions will be prorated monthly for fractional years of service pursuant to Minn. Stat. §424A.02, subd. 1. Pursuant to Minn Stat. 424A.003 the Fire Chief shall deliver to the Relief Association a roster of Deleted: At the option of the Board of Trusties, members may not be given active service credit during a year in which they have a break in service. 145847v10 Page 3 Deleted: 9 Chanhassen Firefighters and the associated “good time” service credits for each member for the specified calendar year. Additionally, each firefighter shall be notified of their service credits individually. The Relief Association shall provide by written memorandum an “acceptance” letter confirming the information is correct. Section 2.5 Active Service: The act of responding to paged calls as well as meeting the Fire Department’s call, training meetings and performance requirements. For purpose of computing benefits or service pensions payable, a year of service shall be defined as a period of 12 full months of active service in the Chanhassen Fire Department. Section 2.6 Leave of Absence: If the board has approved a leave of absence for the member, the treasurer shall prorate monthly, that year of service and pay the member accordingly. All leaves of absence of more than 6 months occurring during a year, except such as are granted to a member because of the member's disability due to sickness or accident, shall be excluded in computing the period of service. Any member returning from a leave of absence beyond six months must remain in active service equal in time to the leave of absence in order to qualify for any pension increases having occurred during the leave time. If this requirement is not met prior to the individual's resignation, the retirement benefits will refer to those in effect at such time the leave of absence began. Section 2.7 Trustees: The individuals designated as such by Minn. Stat. §424A.04 and by virtue of elected office, those that qualify as an ex-officio trustee. Section 2.8 Surviving Spouse: The spouse of a deceased member who was legally married to the member at the time of the member’s death. Section 2.9 Designated Beneficiary: Means a natural person. Deleted: ive performance Deleted: of fire suppression duties or the supervision of fire suppression duties. The performance of suppression or supervision of fire suppression duties service includes 145847v10 Page 4 Deleted: 9 ARTICLE III – MEMBERSHIP Section 3.1 Applicants: All members of the Chanhassen Volunteer Fire Department shall be eligible to join this Association. All applicants for membership shall be sent to the Board of Trustees. Each application shall be in writing on a form supplied by the Secretary of the Association, signed by the applicant, stating name, residence and the date that the applicant joined the department. Section 3.2 Categories of Members : Members of this Association shall be classified into four categories: active, deferred, disabled, and retired. (a) Active members are those that have not been suspended or expelled from this Association; (b) Deferred members shall be those former members who have retired from the Chanhassen Fire Department and who have had an active period or periods of service in the Chanhassen Fire Department for 5 years, but who have not reached the age of 50 years (c) Disabled members are those former members that have been permanently disabled due to injury or sickness while an active member and are no longer in active service with the Chanhassen Fire Department (d) Retired members shall be those drawing a pension under the applicable statutes and bylaws of this Association. 1. Active member is defined as a firefighter meeting a combination of; responding to emergency calls while not working assigned shifts, responding to emergency calls while working assigned shifts, and meeting department guidelines for working scheduled shifts or aggregate hours in a specified time period. 2. Active Career Firefighters, Officers, or Command staff are NOT eligible for membership in the Chanhassen Relief Association. Part Time or Full Time City Employees (Exception of Career Firefighters, Officers, or Command Staff) are eligible for active membership by meeting section 1 requirements. Section 3.3 Voting: Each member shall be entitled to one vote on any matter voted upon by the membership, except for probationary firefighters in the first year of their probationary period or members who are not in good standing such as members on disciplinary probation or suspension. Voting by proxy is not permitted. All votes, unless specified prior to the vote, shall be conducted by voice vote. If a majority cannot be determined by voice vote, the Officer in Charge of the vote shall ask for a show of hands. Except as otherwise provided in these Bylaws, all items requiring a vote must pass by a majority vote of all members present at a regular or special meeting of the general membership. Section 3.4 Rights and Privileges Forfeited: Any member may be expelled from the Association for cause by a 2/3 vote of all members present at a regular or special meeting of the general membership. The member shall have the right to a hearing before the general membership and written notice via registered mail will be sent to the individual at least 15 days prior to the hearing. Cause for expulsion includes but is not limited to, failure to account for Deleted: ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ Deleted: 1. The definition of active member includes a paid-on call part-time firefighter ¶ employed by the City of Chanhassen who receives pay for each calls to which they respond. ¶ 2. An active member includes a firefighter that is employed full time by the City ¶ of Chanhassen who receives pay for each non-scheduled, non-mandatory fire suppression paged call, to which they respond. Deleted: members Deleted: , 145847v10 Page 5 Deleted: 9 money belonging to the Association or feigning illness or injury for the purpose of defrauding the Association. Section 3.5 Membership After Retirement: Any member who retires from said fire department after being vested shall remain a member of this Association. Once retiring from said fire department, however, a member shall not be eligible for disability relief from this Association. 145847v10 Page 6 Deleted: 9 ARTICLE IV – MEETINGS Section 4.1 Annual Meetings: The regular annual meeting of the Association shall be the first month after completion of the Annual Audit or as determined by a majority of all eligible voting members of the Relief As sociation Board and shall not start until after 6:00 PM. The place of the meeting shall be designated and may be changed from time to time by the Board of Trustees. Notice of the annual meeting shall be given to all members and the General Public at least ten (10) days in advance. Section 4.2 Quorum of Association Members: A majority of all the eligible voting members of the Association shall constitute a quorum for the transaction of business at annual, regular and special meetings. Section 4.3 Quorum of Board of Trustees: A majority of members of the Board of Trustees shall constitute a quorum for the transaction of business at meetings. Section 4.4 Order of Business: At the annual and regular meetings, the order of business shall be as follows: a) Call to Order b) Roll Call c) Reading of minutes of previous meeting d) Secretary's report e) Treasurer's report f) Committee report g) Unfinished Business h) New Business i) Adjournment Section 4.5 Special Meetings: Special meetings of the members may be called at any time upon the written order of the President and one other member of the Board of Trustees or 10% of the members of the Association. The Secretary shall give written notice to each member of the Board of Trustees and each member of the Association entitled to vote, of the time, place, and purpose of such meeting at least ten (10) days in advance. Section 4.6 Meeting Location: A meeting of the Board of Trustees shall be held at the registered office of the Association in the City of Chanhassen, unless noticed for another place within the state as designated by the Board. Deleted: in August each year, whichever is the latter Deleted: Written n 145847v10 Page 7 Deleted: 9 Section 4.7 Notice of Meetings : Subject to waiver, a notice of every meeting shall be sent or delivered by the Secretary to each trustee including ex-officio trustees, at least 5, but not more than 30 days before the meeting, excluding the date of the meeting. Such notice shall set forth the date, time, place, and in the case of a special meeting, the purpose. ARTICLE V – OFFICERS AND TRUSTEES Section 5.1 Officers : The officers of this Association shall be a President, a Vice-President, a Secretary, and a Treasurer. Section 5.2 Election and Term of Office: Two Relief Association Board members shall be elected at each annual meeting of the Association for three year terms or until their successors have been elected and duly qualify. The terms of the elected trustees shall be staggered. Section 5.3 Board of Trustees: The Board of Trustees shall be composed of six members elected by the membership and three ex-officio members consisting of the Mayor, the Fire Department Chief, and the City Clerk, Clerk Treasurer or Finance Director. One of the six trustees elected from the Association may be a retired member receiving a monthly pension, who is elected by the membership of the Association. Section 5.4 Board of Trustees Elections : At any annual meeting of the Board of Trustees, the Board shall elect from their number, excluding ex Officio Trustees, a President, Vice President, Secretary, and Treasurer. These officers shall hold office until the next annual meeting. Section 5.5 Vacancies: A vacancy on the Board of Trustees may be filled by the remaining Board members at any regular or special Board meeting but the Board members so elected shall hold office only until the next special or annual meeting or the Association membership when the successor shall be elected by the membership. Section 5.6 Responsibilities: The Board of Trustees shall discharge their respective duties using the standard of care specified in Minn. Stat. Section 11A.09 and shall act in accordance with Minn. Stat. Ch. 356. Members of the Board are fiduciaries and shall undertake all fiduciary activities in accordance with the standard of care under Minn. Stat. Section 11A.09 and in a manner consistent with Minn. Stat. Ch. 356. Deleted: ¶ Deleted: Said officers shall be elected annually by the membership at the annual meeting in June of each year. Deleted: Two Board members shall be elected at each annual meeting of the Association for three year terms or until their successors have been elected and duly qualify. The terms of the elected trustees shall be staggered. Deleted: , 145847v10 Page 8 Deleted: 9 ARTICLE VI – DUTIES OF OFFICERS Section 6.1 President’s Duty: It shall be the duty of the President to preside at all meetings of this Association and the Board of Trustees. The President shall enforce the due observance of Minnesota State Statutes, the Articles of Incorporation and the Bylaws and see that the Officers properly perform the duties assigned to them. The President shall sign all checks issued by the Treasurer and all other papers requiring the President's signature. The President shall be a member of all committees and shall exercise careful supervision over the affairs of the Association. The President shall have other duties as assigned from time to time by the Board of Trustees. The President shall receive such salary as may be fixed from time to time by the Board of Trustees, subject to approval of the Association, and payable from the Special Fund of the Association. Section 6.2 Vice -President’s Duty: The Vice -President shall perform the duties of the President in his/her absence or disability and in the case a vacancy in the office of President, until a successor has been elected. In the absence of both the President and the Vice President it shall be the duty of the Association to elect a President pro tem., who shall perform the duties incident to the office. The Vice President shall have other duties as assigned from time to time by the Board of Trustees. The Vice President shall receive such salary as may be fixed from time to time by the Board of Trustees, subject to approval of the Association, and payable from the Special Fund of the Association. Section 6.3 Secretary’s Duty: It shall be the duty of the Secretary to keep and post a true and accurate record of the proceedings of all meetings of the Association and of the Board of Trustees. The Secretary shall keep a correct record of all amendments, alterations and additions to the Articles of Incorporation or the Bylaws in a separate book from the minute books of the Association. The Secretary shall properly notice all meetings of the Association and of the Board of Trustees. The Secretary shall prepare all paperwork and obtain required signatures for relief benefits due to membership and insure benefits are distributed to appropriate parties. The Secretary shall receive all monies due the Association and pay the same over to the Treasurer, taking a receipt for the same, and failing to do so the Secretary may be impeached and expelled from the Association. The Secretary shall keep individual files and a roll of membership, with the date of joining, resignation, discharge, leaves of absence, dues and assessments paid and relief or pensions furnished. The books of the Secretary shall at all times be open to inspection by the Board of Trustees. The Secretary shall have other duties as assigned from time to time by the Board of Trustees. He/she shall sign all orders for payment issued to the Treasurer, and jointly with the Treasurer, prepare and file all reports and statements required by law. He/she shall receive such salary as may be fixed from time to time by the Board of Trustees, subject to approval of the Association, and payable from the Association's Special Fund. Section 6.4 Treasurer’s Duty: It shall be the duty of the Treasurer to receive from the Secretary all funds belonging to the Association and hold them subject to the order of the President and countersigned by the Secretary. The Treasurer shall keep separate and distinct accounts of the Special and General Funds, and shall prepare and present to the Board of Trustees a full and detailed statement of the assets and liabilities of each fund separately at 145847v10 Page 9 Deleted: 9 each meeting of the Board of Trustees, and prior to the annual meeting of the Association. Failing in the Treasurer's obligations, the Treasurer may be impeached and expelled from the Association. The Treasurer shall deliver to the Treasurer's successor in office, or to any committee appointed by the Board of Trustees to receive the same, all monies, books, papers, and other items pertaining to the Treasurer's office immediately upon the expiration of the Treasurer's office. Prior to entering upon the duties of the Treasurer's office, the Treasurer shall give a bond in such amount and with such sureties as may be required and approved by the Board of Trustees and the City of Chanhassen, conditioned upon the faithful discharge of the Treasurer's trust and the faithful performance of the duties of the Treasurer's office, payable from the Association's Special Fund. The amount of the bond will be equal to at least 10% of the assets of the Association, however, the amount of the bond need not exceed $500,000. Jointly with the Secretary, the Treasurer shall prepare and file all reports and statements required by law. The Treasurer shall have other duties as assigned from time to time by the Board of Trustees. The Treasurer shall receive such salary as may be fixed by the Board of Trustees from time to time, subject to approval of the Association, and payable from Association's Special Fund. Section 6.5 Removals: Any officer or general trustee may be removed for just cause at a special meeting of the members by a 2/3 vote of those elected to vote at an election of officers and trustees. No officer or general trustee shall be removed unless notice of the meeting at which removal is to be considered states such purpose. When an officer or trustee has been removed, new officers or general trustees may be elected at the same meeting to serve until the next annual meeting of the members and until their successors have been elected and have qualified. Section 6.6 Debts Prohibited: No officer or member of this Association shall contract any debt for the same unless authorized by the Board of Trustees. 145847v10 Page 10 Deleted: 9 ARTICLE VII – COMMITTEES Section 7.1 Establishment: The Board of Trustees may establish committees to aid the Board in performing the business of the Association. Section 7.3 Reports: All reports and resolutions shall be submitted in writing and no report from a committee shall be received unless it is approved by a majority of such committee, but a minority report may always be presented. Deleted: Section 7.2 Aide Committee: The Aide Committee shall consist of three members of the Relief Association, as appointed by the Board of Trustees. The duty of the Aide Committee shall include, but not be limited to, ensuring that members submit all forms necessary for any claim for benefits and ensuring that those forms be filed with the proper agencies. The committee shall perform other duties assigned to it by the Board of Trustees from time to time. ¶ 145847v10 Page 11 Deleted: 9 ARTICLE VIII – INVESTMENTS Section 8.1 Discharge of Duties: Trustees shall discharge their duties in good faith and with that diligence and care which an ordinarily prudent person would exercise under similar circumstances. Section 8.2 Investments: The Board of Trustees shall investigate and prepare for the safe and profitable investment of Association funds in conformance with State Statutes, the bylaws and any investment policy adopted by the Association. Section 8.3 Investment Committee: The Board of Trustees may designate two or more Association members to sit on an investment committee. The treasurer, the president and an ex- officio member shall also sit on the committee. The investment committee shall investigate and make recommendations to the board of suitable investments for Association funds among those permitted by Statute, the bylaws and any investment policy adopted by the Association. 145847v10 Page 12 Deleted: 9 ARTICLE IX – FUNDS Section 9.1 Funds: The property and monies of this Association shall be kept in three separate and distinct funds known as the “General Fund”, the “Special Fund” and the “Memorial Fund”. Disbursements from the funds shall be in accordance with Minnesota Statutes and Rules and the bylaws of the Chanhassen Firefighter's Relief Association. Section 9.2 General Fund: The funds received by this Association from dues, donations, fines, initiation fees, entertainments, and other miscellaneous sources shall be kept in the General Fund and may be disbursed upon a majority vote of the Board of Trustees in an amount not to exceed $1,000 for any purpose reasonably suited to the welfare of the Association and its members. A vote of the majority of the members present and voting at a regular meeting or special meeting is required for any disbursement of funds in excess of $1,000. However, upon a vote of two-thirds of the members present and voting at a regular meeting or special meeting any such monies may be placed in the Special Fund. Section 9.3 Special Fund: All funds received by this Association which qualify as state aid received pursuant to law, all taxes levied by or other revenues received from the City pursuant to law providing for municipal support for the Association, any moneys or property donated, given, granted or devised excluding fundraiser proceeds, by any person which is specified for the use for the support of the special fund and any interest earned on the assets of the special fund shall be kept in a fund known as the Special Fund. Any tax sources and other money which may be directly donated or transferred to said fund, shall be kept in a separate account on the books of the Treasurer known as the Special Fund and shall be disbursed only for the following purposes: i) Payment of service pensions to retired members in accordance with these bylaws; ii) Payment of temporary or permanent disability benefits to disabled members; iii) Payment of survivor and death benefits; iv) Administrative expenses as limited by Minn. Stat. §69.80; and v) Payment of fees, dues and assessments to the Minnesota association, State Fire Department Association, to the Minnesota Area Relief Association Coalition, and to the State Volunteer Firefighters Benefit Association. Department Association, to the Minnesota Area Relief Association Coalition, and to the State Volunteer Firefighters Benefit Association. All other expenses shall be paid out of the General Fund. Section 9.4 Memorial Fund: This is a special fund created for the sole purpose of designing, constructing, maintaining and updating the Chanhassen Fire Department Memorial. Funds may be disbursed upon a majority vote of the Board of Trustees for any purpose reasonably suited to the servicing, maintaining, and updating of the Chanhassen Fire Department Memorial. Section 9.5 Deposits: All money belonging to this Association shall be deposited to the credit of the Association in such banks, trust companies, or other depositories as the Board of Deleted: two Deleted: and Deleted: . Deleted: (May need to work with Doug better language to describe this fund) Deleted: 4 145847v10 Page 13 Deleted: 9 Trustees may designate. The Board of Trustees shall make deposits in conformance with State Statutes, the bylaws and the investment policy. Section 9.6 Disbursements: No disbursement of funds of this Association shall be made except by checks drawn by the treasurer and countersigned by the President or Vice-President. Except when issued for salaries, pensions and other fixed charges, the exact amount of which has previously been determined by the Board of Trustees or the members, no check shall be issued until the claim to which it relates has been approved by the Board of Trustees. Deleted: 5 145847v10 Page 14 Deleted: 9 ARTICLE X – BENEFITS Section 10.1 Pension: Effective January 1, 2018, the Association shall pay a defined benefit lump sum service pension in accordance with Minn. Stat. 424A02. The Association shall pay to each member who shall have served as an active firefighter in the Department for a period of 20 years or more prior to the member’s resignation from the Department and who has reached the age of 50 years or more, the sum of $6,800.00 for each year that the member served as an active member of the Department. The pension shall start on the first day of the month following retirement from the Association and shall not exceed the amount authorized under 424A.02, subd. 3. Section 10.2 Eligibility: To be eligible to receive a full service pension a member must meet all of the following requirements: i) Be at least 50 years of age; ii) Have retired from the Fire Department of the municipality; iii) Have completed at least 20 years of active service with such department before retirement; iv) Have been a member of the Association in good standing prior to such retirement. Section 10.3 Applications: All applications for pensions or deferred pension status shall be submitted in writing to the Board of Trustees at a regular or special meeting of the Board. An application form will be provided by the Secretary of the Association containing the following information: i) Age of the applicant; ii) Length of service the applicant has been a member of the Association; iii) Such other information s the Board of Trustees may require by including lawful requests for information or questions on an application form for benefits which has been adopted by the Board of Trustees. Application for benefits shall be made by or on behalf of the applicant within 90 days prior to the date that the pension commences, and no pension benefits shall be paid for a period covering more than 90 days before the application is made. Section 10.4 Board Approval: It shall be the duty of the Board to approve applications for service pensions if the applicant meets all of the eligibility requirements set forth in these bylaws. It shall also be the duty of the Board not to approve the application if any of the eligibility requirements are not met. If an application is not approved, the Board shall return the application to the applicant within 30 days, noting thereon, with particularity, which requirements the applicant does not meet. Thereafter, the applicant shall be furnished with the opportunity to be heard by the full Board, within the next 30 days, on the question of whether the applicant meets all of the eligibility requirements. When the application is approved, the service pension shall be paid as a service pension to such applicant. Deleted: at least 5 years 145847v10 Page 15 Deleted: 9 145847v10 Page 16 Deleted: 9 ARTICLE XI – OPTIONAL FORMS OF PAYMENT Section 11.1 Payment Options: Because of the varying circumstances in each member's retirement planning, optional benefit payment methods are offered. Selection should occur after consultation with a tax consultant, insurance and/or estate planner, or an attorney. Alternate payment methods on the Application Form shall include: i) A single lump sum check payment payable to the eligible retiree. ii) Lump sum payment by the Association to a recognized insurance carrier licensed to do business in this state and approved for this product by the Commerce Commissioner under Minn. Stat. 60A.40. Section 11.2 Transfer to IRA Account: Upon written request from the retiring member who has given proper notice of retirement, the Secretary or Treasurer shall directly transfer the service pension amount into an Individual Retirement Account under Section 408(a) of the Internal Revenue Code, as amended. Section 11.3 Assignment: No service pension or ancillary benefits paid or payable form the special fund of the Association to any person receiving or entitled to receive a service pension or ancillary benefits shall be subject to garnishment, judgment, execution, or other legal process, except as provided Minn. Stat. Sections 518.58, 518.581 or 518A.53. No service pension or ancillary benefit paid or payable from the pension fund shall be assignable by any member nor shall any assignment be recognized by the board. Deleted: a 145847v10 Page 17 Deleted: 9 ARTICLE XII – SUPPLEMENTAL BENEFITS Section 12.1 Members: The Association shall pay a supplemental benefit to an active or deferred member who receive a lump sum distribution of pension or retirement benefits for service performed as a volunteer firefighter at the time the lump sum benefit is paid. The supplemental benefit is calculated as ten percent (10%) of the regular lump sum distribution, but not to exceed $1,000.00. Section 12.2 Survivor Benefit: Upon the payment of a lump sum survivor benefit to the survivor of a deceased active member or deceased deferred member, a supplemental survivor benefit will be paid to the married surviving spouse or, if none, to the surviving minor child or minor children. The survivor supplemental benefit is calculated as 20% of the survivor benefit distribution, but not to exceed $2,000.00. Section 12.3 Not Both: An individual may receive a supplemental benefit under Section 12.1 or under Section 12.2, but not under both Sections with respect to one lump sum benefit. 145847v10 Page 18 Deleted: 9 ARTICLE XIII – ANCILLARY BENEFITS Section 13.1 Survivor Benefits: A. A lump sum survivor benefit shall be paid to the surviving spouse or surviving child or children, or if none, to a designated beneficiary, or if none, a lump sum death benefit shall be paid to the estate of the deceased active or deferred member in an amount equal to the member’s total earned service pension, which is defined as the member’s years of service multiplied by the benefit level at the time of death, without regard to minimum or partial vesting requirements. A designated beneficiary may be a trust created under Chapter 501B if the survivor benefit will be distributed as a one-time lump sum payment. The years of services shall be determined as of: (i) the date the member or former member became entitled to the ancillary benefit; or (ii) the date the member or former member died entitling a survivor or the estate of the member or former member to the benefit. In no case shall the survivor benefit exceed five times the yearly service pension amount specified in the bylaws in the case of a member who dies before having performed five years of active service in the fire department. B. Following the receipt of a death benefit provided under this Article, neither a member's beneficiary, nor estate is entitled to any other or further financial relief or benefits from the Association. Section 13.2 Permanent Disability Relief: A member who is permanently disabled from being an active member in the Chanhassen Fire Department shall be eligible for a disability benefit in lieu of retirement. Upon approval of the Board of Trustees pursuant to this section the disability benefits will apply: A member who is totally and permanently disabled with a service related disability shall be eligible to collect a disability benefit in an amount equal to the benefit level in effect on the date of disability per year of active service. The member shall be eligible to receive the disability benefit immediately upon approval of the Board of Trustees. i) Any such disability benefit paid in accordance with this section shall be in lieu of all rights to further service pension and survivor's benefit. ii) A total and permanent disability is defined as the inability of an active member to engage in performance of his/her duties as a firefighter by reason of a medically determinable physical or psychological impairment arising out of an act of duty which can be expected to last for a continuous period of not less than twelve Formatted: Indent: Left: 1", Space After: 0 pt Deleted: Formatted: Indent: Left: 1", Space After: 0 pt Deleted: 145847v10 Page 19 Deleted: 9 months or can be expected to result in death, that was incurred in the line of duty. iii) Reports required: a. No member shall be paid disability benefits except upon the written report of an actively licensed medical doctor of the member's choice. This report shall set for the diagnosis and prognosis of the disability, disease or injury of the member. Each such report shall be filed with the Association. iv) Procedure: a. All applications for disability benefits shall be made within six months after such applicant has ceased to be an active member of the fire department. Written application shall be made to the Board setting out the nature and cause of such disability. This application shall be under oath by the member or his or her immediate family. The application shall be tabled until the next meeting so that the applicant may be examined by an actively licensed medical doctor of the member's choice. The actively licensed medical doctor will submit a written opinion concerning the diagnosis and prognosis of the applicant's permanent disability and its probable duration. The Board of Trustees has the discretion to request that another actively licensed medical doctor, selected by the Board, examine the patient. Final determination of disability will be based on the reports of at least one actively licensed medical doctor and by a 2/3 majority of a quorum of the Board of Trustees present at the subsequent Association meeting. v) An applicant shall not be considered under a disability unless he/she furnishes adequate proof of the existence thereof. An applicant's statement as to pain or other symptoms will not alone be conclusive evidence of disability as defined in this section. vi) Grievance: a. Procedure: If the applicant for disability benefits feels he/she has been aggrieved by any action of the Board, he/she shall, within sixty (60) days from notice of such action of the Board, file written objections and the reasons thereof with the Board and shall be allowed to appeal the determination pursuant to the review procedure in these bylaws. Section 13.3 Temporary Disability Benefits: Upon the approval of the application therefore, any member of this Association who becomes temporarily physically incapacitated for active duty in the Chanhassen Fire Department because of illness or injury sustained in the performance of such duty and who is unable to work for one week or longer shall be paid a Deleted: physician or chiropractor Deleted: a Deleted: physician or chiropractor Deleted: physician or chiropractor 145847v10 Page 20 Deleted: 9 benefit of $5.00 per day for a period no longer than 120 days in any one fiscal year, providing he/she is under the care of an actively licensed medical doctor during this period and the actively licensed medical doctor submits a written opinion concerning the diagnosis and prognosis of the applicant's temporary disability and inability to work, its probable duration, and the cause of the injury or illness. Section 13.4 Military Leave: A. Authorization. Subject to restrictions stated in Minn. Stat. § 424A.021, a volunteer firefighter who is absent from firefighting service due to service in the uniformed serices, as defined in United States Code, Title 38, section 4303(13), may obtain an allocation by the relief association as though the person was an active member for the period of the uniformed service, not to exceed five (5) years, unless a longer period is required under United States Code, title 38, section 4312. B. Limitations. (a) To be eligible for an allocation as though an active member under this section, the volunteer firefighter must return to firefighting service with coverage by this Association upon discharge from service in the uniformed service within the time frame required in United States Code, title 38, section 4312(e). (b) An allocation as though an active member is not authorized if the firefighter separates from uniformed service with a dishonorable or bad conduct discharge or under other than honorable conditions. An allocation as though an active member is also not authorized if the firefighter fails to provide notice to the fire department that the individual is leaving to provide service in the uniformed service, unless it is not feasible to provide that notice due to the emergency nature of the situation. Section 13.5 Approval of Claims: The Board of Trustees, upon being satisfied of the merit of any claim for benefits shall endorse its approval by a 2/3 majority of a quorum of the Board of Trustees present at the Association meeting. Deleted: a physician or doctor Deleted: the physician or doctor 145847v10 Page 21 Deleted: 9 ARTICLE XIV – EARLY VESTING PROVISION Section 14.1. Vesting. In the event a member with 5 years or more but less than 20 years of active service on the Chanhassen Fire Department resigns or otherwise becomes a nonmember, that person shall be entitled to the following benefits that represents the nonforfeitable portion of: Completed Years of Service Nonforfeitable Percentage of Pension Amount 5 40% 6 44% 7 48% 8 52% 9 56% 10 60% 11 64% 12 68% 13 72% 14 76% 15 80% 16 84% 17 88% 18 92% 19 96% 20 and thereafter 100% 145847v10 Page 22 Deleted: 9 ARTICLE XV – DEFERRED PENSION STATUS Section 15.1 Deferred Pension: Effective January 1, 2001, a member of the Association who is otherwise qualified for a service pension but who has not reached the age of fifty years may retire from the Chanhassen Fire Department without forfeiting his/her right to such pension. Upon the application of such member, he/she shall be placed on a deferred pension roll and shall be entitled to receive the pension upon reaching the age of fifty years and making application therefore. At that time, the Association shall pay the member amount payable per year of service in effect at the time of retirement. Deferred pensions prior to January 1, 2001 will be calculated as of January 1, 2001. During the time a member is on the deferred pension roll he/she will not be eligible for any disability benefits as provided in Section 1 of this article. 145847v10 Page 23 Deleted: 9 ARTICLE XVI – RETURN TO SERVICE Section 16.1 Active Service: Active service shall be defined as provided under Article II. Annually, the Board of Trustees shall obtain certification from the Fire Chief of each member’s active service. Section 16.2 Break in Service: A member unable to perform the duties of a firefighter because of a temporary disability incurred in the line of duty as a firefighter shall be considered to be on active duty. If the member is unable to perform the duties of a firefighter for any other reason, including approved leaves of absence, the member shall be considered to have a break in service and shall not receive service credit in the Association for that period of time. Parts of years may be added together to compute full years. A member, upon the resumption of active service with the Fire Department, shall recommence membership in the Association if the member’s break in service was less than 60 days. Breaks in service due to Uniform Service Leave, Minn. Stat. § 424.021, Family and Medical Leave Act (FMLA), 29 U.S.C. § 2601 et al., or any other periods of inactive service protected by Federal or State law shall be handled in accordance with the relevant law. Section 16.3 Return to Service: Any member who has ceased to perform or supervise fire suppression and fire prevention duties for at least 60 days, including former members that have received payment for an accrued pension or benefit, shall be eligible to resume active membership in the Association should the member resume active firefighting duties with the Chanhassen Fire Department. Upon a resumption of active service, the member must remain in active service with the Chanhassen Fire Department equal in time to the leave of absence to accrue any additional service credit with the Association. If the member completes the minimum period of resumption service specified in this Section prior to a subsequent cessation of firefighting duties, the member shall receive a service pension for all years of active service (and months, if applicable) calculated at the benefit level in effect on the date of the member’s final cessation of duties, however, no member may be paid a service pension twice for the same period of service. If the member does not complete the minimum period of resumption service specified in this Section prior to a subsequent cessation of duties, the member shall receive a service pension for the member’s original years of service calculated at the benefit level in effect upon the member’s original cessation of duties, with no credit for the subsequent period of active service. 145847v10 Page 24 Deleted: 9 ARTICLE XVII – AMENDMENTS Section 17.1 Amending By-Laws : The By-laws of this Association may be amended at any regular or special meeting thereof by a favorable vote of two-thirds of the members present and voting, provided that a quorum of 50% of voting members are present and provided further that a notice be mailed to each member at his/her last known address not less than ten (10) days prior to such meeting. If such amendment or amendments shall change the amount of, manner of payment of, or the conditions for qualification for services pensions or ancillary benefits or disbursements other than administrative expenses payable from the special fund of the Association, then the amendments shall be submitted to the Chanhassen City Council for approval. Approved by the Chanhassen City Council September 10, 1984 Approved by Amendment by the Chanhassen City Council March 3, 1986 Approved by Amendment by the Chanhassen City Council October 24, 1988 Approved by Amendment by the Chanhassen City Council January 28, 1991 Approved by Amendment by the Chanhassen City Council November 25, 1991 Approved by Amendment by the Chanhassen City Council October 25, 1993 Approved by Amendment by the Chanhassen City Council April 9, 2001 Approved by Amendment by the Chanhassen City Council February 13, 2006 Approved by Amendment by the Chanhassen City Council December 8, 2014 Adopted by the Chanhassen Relief Association October 29, 1984 Amended by the Chanhassen Fire Relief Association March 17, 1986 Amended by the Chanhassen Fire Relief Association December 14, 1988 Amended by the Chanhassen Fire Relief Association October 15, 1990 Amended by the Chanhassen Fire Relief Association December 16, 1991 Amended by the Chanhassen Fire Relief Association August 31, 1993 Amended by the Chanhassen Fire Relief Association May 8, 2006 Amended by the Chanhassen Fire Relief Association December 8, 2014 Amended by the Chanhassen Fire Relief Association May 9, 2019 Deleted: January Deleted: 14 Deleted: 4 CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Approve Extension of Agreement to Allow an Auto Repair Garage on Property Zoned Planned Unit Development (PUD), 7900 Kerber Boulevard, Douglas Hansen Section CONSENT AGENDA Item No: D.10. Prepared By Sharmeen AlJaff, Senior Planner File No: PUD 199301 PROPOSED MOTION “The City Council approves extending an agreement to allow an auto repair garage on property zoned PUD and located on Lot 1, Block 1, West One Addition." Approval requires a Simple Majority Vote of members present. BACKGROUND Mr. Doug Hansen, the owner of a building located on Lot 1, Block 1, West One Addition, wishes to continue leasing out a space within the building to an Auto Repair Garage. The subject site is located northeast of Highway 5 and southwest of the intersection of Kerber Boulevard and Picha Drive. The parcel has an area of 2.2 acres and is occupied by a light industrial building. The building has an area of 36,289 square feet. CITY COUNCIL STAFF REPORTMonday, January 27, 2020SubjectApprove Extension of Agreement to Allow an Auto Repair Garage on Property Zoned PlannedUnit Development (PUD), 7900 Kerber Boulevard, Douglas HansenSectionCONSENT AGENDA Item No: D.10.Prepared By Sharmeen AlJaff, Senior Planner File No: PUD 199301PROPOSED MOTION“The City Council approves extending an agreement to allow an auto repair garage on property zoned PUD andlocated on Lot 1, Block 1, West One Addition."Approval requires a Simple Majority Vote of members present.BACKGROUNDMr. Doug Hansen, the owner of a building located on Lot 1, Block 1, West One Addition, wishes to continue leasingout a space within the building to an Auto Repair Garage. The subject site is located northeast of Highway 5 and southwest of the intersection of Kerber Boulevard and PichaDrive. The parcel has an area of 2.2 acres and is occupied by a light industrial building. The building has an area of 36,289 square feet. Location Map The site is zoned Planned Unit Development (PUD) and the requested use of Auto Repair Garage is not permitted on the property. Staff made the following recommendation which was approved by the City Council on May 24, 2010: “The owner of the property stated that they had an auto repair Garage as a lessee in the building which made it a legal nonconforming use. To resolve this conflict, staff recommended the City enter into an agreement with Mr. Hanson limiting the use of any Auto Repair Garage to no more than five years. Such use shall terminate on or before May 23, 2015, with the following conditions: Outdoor storage is prohibited including the storage of parts and material. No more than one car awaiting repair may be parked outdoors overnight. The standards for Light Manufacturing set forth in the PUD Agreement that encompasses the Subject Property shall apply.” On July 14, 2014, the City Council approved a fiveyear agreement extension, which is scheduled to terminate on June 30, 2020. The applicant wishes to extend the agreement an additional five years to terminate on June 30, 2025. Staff has not received any complaints during the time the business has operated out of the site. ATTACHMENTS: Agreement Letter from Doug Hansen dated January 14, 2020 West One PUD Agreement 151871v01 RNK:05/20/2010 1 AGREEMENT AGREEMENT made this ______ day of January, 2020, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and DOUGLAS M. HANSEN, individually and as Trustee of the Douglas M. Hansen Revocable Trust Agreement Dated June 19, 2001, and his wife, BEVERLY J. HANSEN ("Owner"). RECITALS A. Owner is the fee owner of certain property in the City of Chanhassen, Minnesota with a street address of 7900 Kerber Boulevard, legally described as follows: Lot 1, Block 1, West One Addition, Carver County, Minnesota hereinafter the "Subject Property". B. The Subject Property is zoned PUD. Repair garages are not an allowed use of the Subject Property. C. Owner believes that the Subject Property has been used for the maintenance, servicing and repair of motor vehicles (“Repair Garage”) and that the non-conforming use has the legal right to continue. D. The City believes that the Repair Garage is not a legal non-conforming use. E. The Parties desire to amicably resolve and settle their differences and avoid the cost of litigation. F. This Agreement supersedes and replaces the Agreements between the parties approved on May 24, 2010 and July 14, 2014. 151871v01 RNK:05/20/2010 2 NOW, THEREFORE, the parties agree as follows: 1. REPAIR GARAGE. The Subject Property may be used as a Repair Garage subject to the terms of this Agreement. 2. CONDITIONS FOR CONTINUED USE. The Subject Property may be used for a Repair Garage subject to the following conditions: • Outdoor storage is prohibited including the storage of parts and material. • No more than one car awaiting repair may be parked outdoors overnight. • The standards for Light Manufacturing set forth in the PUD Agreement that encompasses the Subject Property shall apply. 3. TERMINATION OF NON-CONFORMING USE. The use of the Subject Property for a Repair Garage must terminate on or before June 30, 2025. If the use of the Subject Property as a Repair Garage is discontinued for one year prior to that date it shall not be resumed. 4. SUCCESSORS AND ASSIGNS. This Agreement shall be binding upon the Parties, their successors and assigns, and subsequent purchasers of the Subject Property. 5. RECORDING. This Agreement shall run with the land and may be recorded against the title to the Subject Property. 6. BINDING AFFECT. This Agreement is binding upon the parties, their successors, heirs, and assigns. CITY OF CHANHASSEN BY: (CITY SEAL) Elise Ryan, Mayor AND: Todd Gerhardt, City Manager/Clerk STATE OF MINNESOTA ) ( ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this _______ day of __________________, 2020, by Elise Ryan and by Todd Gerhardt, the Mayor and City Manager/Clerk of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 151871v01 RNK:05/20/2010 3 OWNER: Douglas M. Hansen Beverly J. Hansen STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _______ day of __________________, 2020, by Douglas M. Hansen and Beverly J. Hansen, husband and wife. NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve, Suite #317 Eagan, Minnesota 55121 Telephone: (612) 452-5000 CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Purchase of Two (2) 2019 CIP Vehicles Section CONSENT AGENDA Item No: D.11. Prepared By Charlie Howley, P.E. Public Works Director/City Engineer File No: PROPOSED MOTION “The City Council approves the purchase of a Parks Department Light Duty Truck with Plow in the amount of $35,777.54 and a Utility Department Light Duty Truck in the amount of $27,937.97.” Approval requires a Simple Majority Vote of members present. SUMMARY Annually, the City considers replacement of vehicles and equipment that have reached their average life expectancy and are showing signs of needing major maintenance. It has been the City’s practice to replace this equipment before major repairs are required. Our vehicles need to be reliable to maintain appropriate City services. BACKGROUND PARKS DEPARTMENT PICKUP (EQ100) The 2006 pickup (#403) is 13 years old and has been used for park maintenance and plowing snow from trails. The truck has rusted brake lines and frame. The truck would be sold at auction at an estimated value of $3,500 to $4,000 which would be returned to the General Fund. The new truck was not identified in the 2019 CIP to have a plow, but understanding the existing truck had one and with the recent decision to add an additional parks employee, there is a significant need for the new truck to be a full service winter maintenance vehicle. 2020 Chevrolet Silverado 2500 4x4 $29,256.54 (Plus tax, license, registration) 2020 Western Pro Plus Snowplow $ 5,771.00 Strobe light and mount $ 750.00 TOTAL $35,777.54 2019 CIP Budget Amount $35,000.00 UTILITY DEPARTMENT PICKUP (EQ062) CITY COUNCIL STAFF REPORTMonday, January 27, 2020SubjectPurchase of Two (2) 2019 CIP VehiclesSectionCONSENT AGENDA Item No: D.11.Prepared By Charlie Howley, P.E. Public WorksDirector/City Engineer File No: PROPOSED MOTION“The City Council approves the purchase of a Parks Department Light Duty Truck with Plow in the amount of$35,777.54 and a Utility Department Light Duty Truck in the amount of $27,937.97.”Approval requires a Simple Majority Vote of members present.SUMMARYAnnually, the City considers replacement of vehicles and equipment that have reached their average life expectancyand are showing signs of needing major maintenance. It has been the City’s practice to replace this equipment beforemajor repairs are required. Our vehicles need to be reliable to maintain appropriate City services.BACKGROUNDPARKS DEPARTMENT PICKUP (EQ100)The 2006 pickup (#403) is 13 years old and has been used for park maintenance and plowing snow from trails. Thetruck has rusted brake lines and frame. The truck would be sold at auction at an estimated value of $3,500 to $4,000which would be returned to the General Fund. The new truck was not identified in the 2019 CIP to have a plow, butunderstanding the existing truck had one and with the recent decision to add an additional parks employee, there is asignificant need for the new truck to be a full service winter maintenance vehicle.2020 Chevrolet Silverado 2500 4x4 $29,256.54(Plus tax, license, registration)2020 Western Pro Plus Snowplow $ 5,771.00Strobe light and mount $ 750.00TOTAL $35,777.542019 CIP Budget Amount $35,000.00 UTILITY DEPARTMENT PICKUP (EQ062) The 2002 pickup (#301) is 17 years old with 153,000 miles on it. The truck is getting very rusty with holes in the floor boards. This pickup would be sold at auction at an estimated value of $2,000 which would be returned to the General Fund. 2020 Chevrolet Silverado 1500 4x4 $26,767.44 (Plus tax, license, registration) Strobe light, tool box, accessories $ 1,170.53 TOTAL $27,937.97 2019 CIP Budget Amount $30,000.00 RECOMMENDATION Staff recommends approval of these two (2) 2019 CIP vehicle purchases. ATTACHMENTS: CIP Sheets Capital Improvement Program 2019 thru 2023 City of Chanhassen, MN roject # EQ -062 Project Name Light Duty Trucks: Utilities Account #1 700-7025-4704 Account 42 701-7025-4704 Account#3 Account #4 This allows for replacement of existing vehicles in the Water and Sewer department. 2019 - 4304 2005 Chevrolet 3/4 ton pickup 2020 - #305 2006 Chevrolet 3/4 ton pickup Justification This replaces pickups in accordance with the vehicle replacement plan. Prior Expenditures 412,000 Vehicles Total Department Major Equipment Contact PaulOehme Type Vehicles Useful Life Unassigned Category Utilities Priority n/a Total Project Cost: $473, 000 2019 2020 2021 2022 2023 Total 30,000 31,000 61,000 Total 30,000 31,000 61,000 Prior Funding Sources 2019 2020 2021 2022 2023 Total 412,000 Sewer Utility Fund 15,000 15,500 30,500 Total Water Utility Fund 15,000 15,500 30,500 Total 30,000 31,000 61,000 Budget Impact/Other Capital Improvement Program 2019 thru 2023 City of Chanhassen, MN Project # EQ -100 Project Name Light Duty Trucks - Parks Account#1 400-4120-4704 Account #2 Account#3 Account #4 Department Major Equipment Contact Paul Oehme Type Vehicles Useful Life Category Park Priority n/a Description Total Project Cost: $359, 000 Provides for scheduled replacement of light duty trucks in the parks department. These vehicles are purchased using the State of Minnesota nurchasina contract. Justification 2019 - #403 2006 Chevrolet 4x4 2020 - #401 2004 Chevrolet 4x4 with plow 2021 - #402 2004 Chevrolet 4x4 2022 - #408 2008 Chevrolet 4x4 with plow 2023 - #411 2010 GMC Sierra 4x4 Prior Expenditures 172,000 Vehicles Total 2019 2020 2021 2022 2023 Total 35,000 38,000 36,000 42,000 36,000 187,000 Total 35,000 38,000 36,000 42,000 36,000 187,000 Prior Funding Sources 2019 2020 2021 2022 2023 Total 172,000 Capital Replacement 35,000 38,000 36,000 42,000 36,000 187,000 Total Equipment Fund Total 35,000 38,000 36,000 42,000 36,000 187,000 CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Resolution 2020XX: Appoint Election Judges for State Presidential Primary Election and Approve Rates of Pay Section CONSENT AGENDA Item No: D.12. Prepared By Kim Meuwissen, Office Manager File No: PROPOSED MOTION “The City Council approves a resolution appointing election judges and establishing their rates of pay.” Approval requires a Simple Majority Vote of members present. DISCUSSION State law requires that the city council adopt a resolution appointing judges for the upcoming election and establish their rates of pay. Attached please find a list of people who have agreed to serve in the Presidential Nomination Primary Election. The list was compiled using names of those who have served in the past. Additionally, the resolution allows staff some flexibility to recruit more judges if needed. The council must also establish the rates of pay for the judges. Per Minnesota Statute 204B.31, election judges shall receive at least the prevailing Minnesota minimum wage for each hour spent carrying out their duties at the polling places and in attending training sessions. The recommended rates are higher than for the 2018 elections as a result of the State of Minnesota increasing the minimum wage to $10.00 per hour. Staff recommends that the following hourly rates be established for 2020: Position 2018 Wage 2020 Wage Head Judge $11.65 $12.00 Asst. Head Judge $10.65 $11.00 Election Judge $9.65 $10.00 Student Judge Trainee*$8.65 $9.00 *Student Judge Trainees must be paid at least twothirds of minimum wage. RECOMMENDATION Staff recommends that the City Council approve the attached resolution appointing election judges for Presidential Nomination Primary Election and set the rates of pay as noted above. CITY COUNCIL STAFF REPORTMonday, January 27, 2020SubjectResolution 2020XX: Appoint Election Judges for State Presidential Primary Election andApprove Rates of PaySectionCONSENT AGENDA Item No: D.12.Prepared By Kim Meuwissen, Office Manager File No: PROPOSED MOTION“The City Council approves a resolution appointing election judges and establishing their rates of pay.”Approval requires a Simple Majority Vote of members present.DISCUSSIONState law requires that the city council adopt a resolution appointing judges for the upcoming election and establishtheir rates of pay. Attached please find a list of people who have agreed to serve in the Presidential NominationPrimary Election. The list was compiled using names of those who have served in the past. Additionally, the resolutionallows staff some flexibility to recruit more judges if needed.The council must also establish the rates of pay for the judges. Per Minnesota Statute 204B.31, election judges shallreceive at least the prevailing Minnesota minimum wage for each hour spent carrying out their duties at the pollingplaces and in attending training sessions. The recommended rates are higher than for the 2018 elections as a result ofthe State of Minnesota increasing the minimum wage to $10.00 per hour. Staff recommends that the following hourlyrates be established for 2020:Position 2018 Wage 2020 WageHead Judge $11.65 $12.00Asst. Head Judge $10.65 $11.00Election Judge $9.65 $10.00Student Judge Trainee*$8.65 $9.00*Student Judge Trainees must be paid at least twothirds of minimum wage.RECOMMENDATION Staff recommends that the City Council approve the attached resolution appointing election judges for Presidential Nomination Primary Election and set the rates of pay as noted above. ATTACHMENTS: Resolution CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 27, 2020 RESOLUTION NO: 2020-XX MOTION BY: SECONDED BY: A RESOLUTION APPOINTING ELECTION JUDGES AND ESTABLISHING THEIR RATES OF PAY FOR THE PRESIDENTIAL NOMINATION PRIMARY ELECTION ON MARCH 3, 2020 WHEREAS, the City of Chanhassen is required by law to adopt a resolution appointing the election judges for the Presidential Nomination Primary Election and establish the rates of pay for such. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen that the election judges for said Election are listed on the attached Exhibit A, with the rate of pay established as follows: Position Wage Head Judge $12.00 Asst. Head Judge $11.00 Election Judge $10.00 Student Judge Trainee $9.00 Additionally, staff may recruit additional judges or reassign judges as may be necessary. Passed and adopted by the Chanhassen City Council this 27th day of January 2020. ATTEST: Todd Gerhardt, City Manager Denny Laufenburger, Mayor YES NO ABSENT EXHIBIT A 2020 ELECTION JUDGES Precinct 1A Reuben Kelzenberg, Head Judge Mary Frerich, Assistant Head Judge Andrew Aller William Brechtel Sue Kelly Jay Johnson Rachel Slinden Precinct 1B Shirley Pzynski, Head Judge Grace Tripp, Assistant Head Judge Mary Moulton Joann Meyer Linda Haight Kathryn Brunner Norma May Precinct 2A John Price, Assistant Head Judge Barbara Solum Catherine Zimmerman Rebecca Varone Anne Tabat Catherine Lam Randy Cantin Precinct 2B Debbie Michels, Head Judge Susan Kibler, Assistant Head Judge Paul Brady Rick Echternacht Linda Mady Rebecca Rong Sheryl Zipf Wren Terpstra Precinct 3 Ken Larson, Assistant Head Judge Dorothy Downing Anthony Kramer Randee Diedrich Julie Terpstra Scott Vergin Jennifer Hougham Precinct 4 Carlye Peterson-Bristor, Head Judge Mary Ann Carr Delores Smith Bev Gossard Rose Peitz Darlene Weisgram Melissa Young Darlene Kerber Eugene Gagner Precinct 5 Jean Steckling, Head Judge Stephanie Unze, Assistant Head Judge Donna Kniffen Gwen Michael Jennifer Weiner Joanne Porter CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Chief's Award of Merit for Life Saving Efforts at a Residential Fire Located at the Brookside Motel on December 22, 2019 Section VISITOR PRESENTATIONS Item No: E.1. Prepared By Don Johnson, Fire Chief File No: SUMMARY Present a Chief's Award of Merit to a Chanhassen Citizen: Vicky Lommel for her actions at a recent fire in Chanhssen. CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Monthly Fire Department Update Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Item No: F.1. Prepared By Don Johnson, Fire Chief File No: SUMMARY Monthly Fire Department Update with Call Response Data from November/December 2019 ATTACHMENTS: Narrative Report Graphs and Tables TO: Todd Gerhardt, City Manager FROM: Don Johnson, Fire Chief DATE: January 27, 2020 SUBJ: Monthly Fire Department Update Fire Department Staffing Department staffing is at 42 of 45 paid on-call firefighters. A 7 year firefighter resigned effective December 31, 2019. The two probationary staff hired in 2019 have completed all training aspects of the fire academy as of December. Both have begun working duty crew shifts and responding to all types of calls. Fire Department Response The fire department responded to (84) calls in November and (86) calls in December. Total responses for 2019 = 1,002 and represents an 8.8% increase from 2018. Call Breakdown for the year: • 15 Chief Only • 95 Day Only • 267 Duty Crew Only • 625 General Alarms Significant calls for November/December included the following: • (106) Rescue/EMS calls with (11) motor vehicle accidents. • (8) Fire Responses o (3) Building Fires Brookside Fire Pima Lane Fire Mutual Aid Request to Eden Prairie o (1) Cooking fire o (3) Car Fires o (1) Outside Equipment Fire Further 2019 data will be published in the Fire Department Annual Report later this year. Todd Gerhardt Fire Department Update Page 2 Monthly Training • EMS Training • Officer Training & Pre Plan of Lifetime Corp 2 • Engine 1 Training • Hazardous Materials Training • Annual Fire Department Meeting with a focus on Managing Change was conducted on January 13. The expectations for Chan 2.0 were provided during the evening as well. Other Activities • Duty Crews staffed Thanksgiving Day, Christmas Day, and New Year’s Eve • Firefighter/EMT staffed an event at Paisley on New Year’s Eve • On January 6, Engine 1 went in service • I assisted Watertown Fire with Incident Command Training the week of January 16th • I assisted the Minnesota Fire Chiefs Associations and the Howard Lake Fire Department with funeral services for their fallen Fire Chief on January 17. • Ana worked with ISO consultant in November and December providing the required information for the audit. We can expect results sometime in March of 2020. The recent duty crew staffing expansion and fleet updates will improve our overall scoring compared to the 2015 audit. Fire Marshal Council Update for November/December 2019 • Tequila Butcher: Many late changes and additions to the project led to some challenging issues with the new restaurant. We were able to work through them all and have them attain both a temporary occupancy for workers and finally a full occupancy for the public opening. Some issues with heating and exiting held occupancy on the outside covered patio but that has also finally completed acceptance testing and the building now has full public access. • Met with the owners of 2100 Stoughton Ave (formerly Gedney Pickle) to start a dialogue about life safety systems in the building and future tenants. Gedney left the site in October and the building is now vacant, dealing with a lack of fire suppression system and old fire alarm system that is inactive. • Started meeting with contractors to bring in bids for the Fire Station 1 remodel of the crew rooms and bathrooms. • Installed and programmed a new KNOX Key Secure system in our new Engine 1 that will secure the fire department access keys with codes and allow us to track the keys in real time. • Chief Johnson and I instructed a CPR/AED/Choking class for Paisley Park employees on site. Fire Investigations There were three major fires in the month of December, all within a week of one another and two on one day. Updates: Todd Gerhardt Fire Department Update Page 3 • MN Landscape Arboretum car fire December 19, 2019 – vehicle was stolen out of town, driven into the Arboretum dog trail area, and was a complete loss due to fire. Two suspects were arrested nearby the same day on other charges along with the auto theft and damage to property charges. Due to lack of evidence of intentionally setting the fire, the fire was classified as accidental but cannot rule out incendiary causes. Charges are still pending in the case. • 780 Flying Cloud Drive Brookside fire December 22, 2019 – a side-by-side rental cabin at Brookside experienced a major fire loss. The fire consumed most of Cabin Unit 4B and partial damage to 4A. The fire has been investigated and deemed accidental in nature. The fire originated in Unit 4B around 5am when the occupant was cooking in the cabin and fell asleep. The smoke detector awakened a neighbor in a nearby cabin who acted quickly and notified the occupant of 4B and 4A, both of whom did not react to the smoke detector activation. The occupant of 4A used two fire extinguishers on site to try to combat the fire but it was already too well involved to be affective. The occupant of 4B was transported to the hospital with minor burns on his hand and due to severe intoxication. • 7022 Pima Lane fire December 22, 2019 – a fire in a quadplex townhome unit led to an almost total loss of the one unit affected. One neighboring unit was affected by smoke and the family displaced for a short time. The fire has been investigated and deemed accidental. The fire started in the basement utility room, which had no sheetrock ceiling, and spread quickly into the floor joists above. The actual specific area of origin in the utility room has not been discovered but I did not rule out the water softener or dryer vent as the possible cause. The homeowner had been staying with family while her insurance company continues their investigation. 0 25 50 75 100 Oct Nov Dec 2019 Calls by Month and Type Rescue & Emergency Medical Service Alarm Calls Good Intent Call Hazardous Condition Service Call Fire 55 51 63 65 55 86 66 60 59 80 57 56 71 50 66 79 86 76 66 72 84 85 85 101 94 88 76 64 71 88 102 85 85 79 84 86 20 30 40 50 60 70 80 90 100 110 Chanhassen Fire Department Calls By Month Comparison 2017 2018 2019 621 691 690 753 921 1,002 2014 2015 2016 2017 2018 2019 Calls for Service By Year Rescue & Emergency Medical Service 57% Alarm Calls 14% Good Intent Call 12% Hazardous Condition 6% Service Call 7% Fire 4% 2019 Calls for Service by % of Call Type "F)³CH±"F) !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( LakeMinnewashta Lake Lucy LakeAnn Lotus Lake Lake Susan LakeRiley LakeHarrison Rice MarshLake Rice Lake LakeSaintJoe LakeVirginia LakeMinnewashtaRegional Park(County Park) HermanField Park RoundhousePark MinnewashtaHeights Park PheasantHillPark NorthLotusLakePark CarverBeachPark MinnesotaLandscapeArboretum Minnesota Landscape Arboretum ChanhassenNaturePreserve Bluff CreekPreserve BluffCreekPreserve BluffCreekPreserve PioneerPassPark Bluff Creek Golf Course Hesse FarmPreserve Seminary FenScientific and Natural Area(SNA) Raquet WildlifeManagement Area(WMA) Raquet WildlifeManagement Area(WMA) MN Valley NationalWildlife Refuge FoxwoodsPreserve RileyRidgePark BandimerePark Lake SusanPark LakeSusanPreserve LakeAnnPark MeadowGreenPark SouthLotusLakePark PowerHillPark PleasantViewPreserve M innesota R iverK eber P ondChristmasLake BrendanPond ?©A@?©A@?©A@ ?©A@ +¢ +¢ +¢ ?ûA@ ?ûA@ ?«A@ ?«A@ ?ÌA@ ?ÌA@ ?ÌA@ ?ûA@ ?ûA@ GoWX GrWX GrWX GrWX GïWX GqWX GqWX GqWX GqWX GqWX GnWXGnWXGnWX GÇWX GÇWX GÇWX GïWX Date Created: 1/6/2020 Document Path: K:\WSB\Maps\Fire\FireIncidentMap_December2019.mxd Created By: City of Chanhassen - Fire Department !(Calls For Service - December 2019 ³C H ±City Hall "F)Fire Station Railroad Rivers Lakes Parks Parcel Boundaries Fire Box Alarm Zones North Box South Box West Box City of Chanhassen Fire Calls for Service - December 2019 µ0 4,000Feet 0 0.5Mile CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Law Enforcement Update Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Item No: F.2. Prepared By Lt. Lance Pearce, CCSO File No: ATTACHMENTS: Cover memo December breakdown December stats Descriptions Page 1 Memo TO: Mayor Ryan; Council Members Tjornholm, McDonald, Campion and Coleman FROM: Lieutenant Lance Pearce DATE: January 21, 2020 RE: Law Enforcement Update Attached are the agenda items for the City of Chanhassen council meeting January 27, 2020 for your review and consideration. 1. Carver County Sheriff’s Office City of Chanhassen December 2019 Monthly Calls for Service Summary; Group A, Group B, Non-Criminal, Traffic and Administrative. 2. Carver County Sheriff’s Office City of Chanhassen December 2019 Arrest Summary. 3. Carver County Sheriff’s Office City of Chanhassen December 2019 Citation Summary. 4. Training update 5. Staffing update Lieutenant Chanhassen Office December 2019 City of Chanhassen 0 2 4 6 8 10 12 14 16 18 20 Felony Assault Felony Theft Drug Felony Other Dec 2019 Group A 0 10 20 30 40 50 60 70 80 90 100 December 2019 Non Criminal CFS=767 CFS slightly down from last month 32 13 366 426 Felony Misdemeanor Non Criminal Traffic Dec. 2019 Types of Calls CFS=767 CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Resolution 2020XX: Award construction contract for CSAH 101 Improvements Section NEW BUSINESS Item No: G.1. Prepared By Charlie Howley, PWD/City Engineer File No: Project 201408 PROPOSED MOTION “The City Council approves a resolution awarding the CSAH 101 Improvement construction contract to S.M. Hentges & Sons Inc., including Alternate #1.” Approval requires a Simple Majority Vote of members present. SUMMARY Staff and consultant project manager will give a brief overview and presentation on the status of the project. BACKGROUND The CSAH 101 improvements (City Project 1408) will expand and realign County Highway 101 to a fourlane divided urban roadway between Pioneer Trail and Flying Cloud Drive. The project generally consists of grading, paving, storm sewer, a pedestrian bridge, a pedestrian underpass, trails, retaining walls, ponds, street lighting, water main, and sanitary sewer construction. The City is the lead agency for the project, but the improvements are being undertaken through a partnership with Carver County and MnDOT. The roadway was a State Trunk Highway, but the jurisdiction was transferred to Carver County on December 31, 2018. The City Council approved a Joint Powers Agreement with Carver County in October 2018 that details the specifics of the relationship between the City and County. The project requires rightofway/easement acquisition from 20 parcels and 5 total takes as detailed in the approved official map with the anticipation of all property under control by the end of February 2020. The Construction is anticipated to begin in early March and will take place in two phases with the southern portion occurring in 2020 and northern portion in 2021. A construction open house is scheduled for February 19, 2020 to reintroduce the project to the area stakeholders and public at large, focusing on construction schedule and phasing. The remaining project schedule is as follows: Award Contract January 27, 2020 ROW/Easement Acquisition complete by February 18, 2020 (est.) CITY COUNCIL STAFF REPORTMonday, January 27, 2020SubjectResolution 2020XX: Award construction contract for CSAH 101 ImprovementsSectionNEW BUSINESS Item No: G.1.Prepared By Charlie Howley, PWD/City Engineer File No: Project 201408PROPOSED MOTION“The City Council approves a resolution awarding the CSAH 101 Improvement construction contract to S.M.Hentges & Sons Inc., including Alternate #1.”Approval requires a Simple Majority Vote of members present.SUMMARYStaff and consultant project manager will give a brief overview and presentation on the status of the project.BACKGROUNDThe CSAH 101 improvements (City Project 1408) will expand and realign County Highway 101 to a fourlanedivided urban roadway between Pioneer Trail and Flying Cloud Drive. The project generally consists of grading,paving, storm sewer, a pedestrian bridge, a pedestrian underpass, trails, retaining walls, ponds, street lighting, watermain, and sanitary sewer construction.The City is the lead agency for the project, but the improvements are being undertaken through a partnership withCarver County and MnDOT. The roadway was a State Trunk Highway, but the jurisdiction was transferred to CarverCounty on December 31, 2018. The City Council approved a Joint Powers Agreement with Carver County inOctober 2018 that details the specifics of the relationship between the City and County.The project requires rightofway/easement acquisition from 20 parcels and 5 total takes as detailed in the approvedofficial map with the anticipation of all property under control by the end of February 2020.The Construction is anticipated to begin in early March and will take place in two phases with the southern portionoccurring in 2020 and northern portion in 2021.A construction open house is scheduled for February 19, 2020 to reintroduce the project to the area stakeholders andpublic at large, focusing on construction schedule and phasing.The remaining project schedule is as follows: Award Contract January 27, 2020 ROW/Easement Acquisition complete by February 18, 2020 (est.) Preconstruction Public Open House February 19, 2020 Construction Starts March 2020 Substantial Completion October 2021 DISCUSSION Bids were received on December 13, 2019. Six (6) contractors submitted bids ranging from $16.2 million to $23.5 million. A summary of the bids is shown below. Both of the Bid Alternates involved an automatic deicing system, with Alternate #1 being just underground preparatory work such as conduits and hand holes allowing the full system to be added in the future, while Alternate #2 included the complete full system to be incorporated as part of this project. The deicing system is fully the responsibility of the County to operate and maintain, and as such the full funding for either Bid Alternate would come from the County. The County at their January 21, 2020 Board Meeting elected to support Alternate #1, along with concurrence of award to the low bidder. The entire project budget is $32 million, with the City's cost responsibility limited to the sanitary sewer and watermain improvements. The remainder of the cost responsibility falls on the County. The County's funding is primarily coming from State Grants, CSAH, and Turnback funds. The City's funding is coming from the Sewer and Water Utility Funds. Based on the low bid, the City's portion equates to $2,013,000. The lowest responsible bidder is S.M. Hentges & Sons Inc., whose Base Bid was $2,332,863.21 (12.6%) below the Engineer's Estimate. Summary of Bids Bidder Base Bid Alternate #1 Alternate #2 S.M. Hentges & Sons, Inc. $16,226,331.04 $162,000.00 $1,400,000.00 Mathiowetz Construction $18,360,672.37 $93,000.00 $1,300,000.00 Meyer Contracting $20,111,127.86 $103,894.00 $1,499,022.00 Ames Construction $21,499,031.12 $183,338.00 $1,524,038.00 Shafer Contracting $22,068,481.75 $435,500.00 $1,715,500.00 RL Larson Excavating $23,551,148.34 $168,000.00 $1,500,000.00 Engineer’s Estimate $18,559,194.25 $275,000.00 $1,250,000.00 RECOMMENDATION Staff recommends that the City Council award the construction contract to S.M. Hentges & Sons Inc., including Alternate #1. ATTACHMENTS: Bid Tabulation Resolution 20XX 2020 CIP Sheet 101 Contract:S.A.P. 194-020-014 / S.A.P. 010-701-004 Owner:City of Channhassen Project:CSAH 101 Improvements KHA Job No: 160511044 Schedule: A Description:BASE BID Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price 1 2021.501 MOBILIZATION LUMP SUM 1 900,000.00$ 900,000.00$ 795,000.00$ 795,000.00$ 963,688.00$ 963,688.00$ 981,958.00$ 981,958.00$ 1,109,000.03$ 1,109,000.03$ 970,000.00$ 970,000.00$ 3,000,000.00$ 3,000,000.00$ 2 2031.502 FIELD OFFICE TYPE D EACH 1 35,000.00$ 35,000.00$ 105,000.00$ 105,000.00$ 38,500.00$ 38,500.00$ 25,000.00$ 25,000.00$ 40,000.00$ 40,000.00$ 75,000.00$ 75,000.00$ 69,180.00$ 69,180.00$ 3 2101.505 CLEARING ACRE 10 3,000.00$ 30,000.00$ 2,240.00$ 22,400.00$ 2,200.00$ 22,000.00$ 2,200.00$ 22,000.00$ 3,500.00$ 35,000.00$ 3,000.00$ 30,000.00$ 3,250.00$ 32,500.00$ 4 2101.505 GRUBBING ACRE 10 2,500.00$ 25,000.00$ 2,240.00$ 22,400.00$ 2,200.00$ 22,000.00$ 2,200.00$ 22,000.00$ 3,500.00$ 35,000.00$ 3,000.00$ 30,000.00$ 3,250.00$ 32,500.00$ 5 2101.524 CLEARING TREE 295 150.00$ 44,250.00$ 102.00$ 30,090.00$ 100.00$ 29,500.00$ 100.00$ 29,500.00$ 150.00$ 44,250.00$ 150.00$ 44,250.00$ 160.00$ 47,200.00$ 6 2101.524 GRUBBING TREE 295 125.00$ 36,875.00$ 102.00$ 30,090.00$ 100.00$ 29,500.00$ 100.00$ 29,500.00$ 150.00$ 44,250.00$ 150.00$ 44,250.00$ 145.00$ 42,775.00$ 7 2102.503 PAVEMENT MARKING REMOVAL LIN FT 4705 0.85$ 3,999.25$ 0.71$ 3,340.55$ 0.65$ 3,058.25$ 0.65$ 3,058.25$ 0.70$ 3,293.50$ 1.00$ 4,705.00$ 0.68$ 3,199.40$ 8 2102.518 PAVEMENT MARKING REMOVAL SQ FT 1465 3.00$ 4,395.00$ 1.68$ 2,461.20$ 2.00$ 2,930.00$ 2.00$ 2,930.00$ 1.65$ 2,417.25$ 6.00$ 8,790.00$ 2.10$ 3,076.50$ 9 2103.501 BUILDING REMOVAL LUMP SUM 1 30,000.00$ 30,000.00$ 35,000.00$ 35,000.00$ 75,000.00$ 75,000.00$ 38,482.00$ 38,482.00$ 40,000.00$ 40,000.00$ 76,000.00$ 76,000.00$ 50,000.00$ 50,000.00$ 10 2104.502 REMOVE VEHICULAR GATE EACH 2 500.00$ 1,000.00$ 510.00$ 1,020.00$ 500.00$ 1,000.00$ 515.50$ 1,031.00$ 500.00$ 1,000.00$ 500.00$ 1,000.00$ 525.00$ 1,050.00$ 11 2104.502 REMOVE SEPTIC TANK EACH 1 1,000.00$ 1,000.00$ 640.00$ 640.00$ 3,500.00$ 3,500.00$ 953.00$ 953.00$ 1,300.00$ 1,300.00$ 3,000.00$ 3,000.00$ 2,500.00$ 2,500.00$ 12 2104.502 REMOVE ANCHORAGE ASSEMBLY EACH 6 150.00$ 900.00$ 152.00$ 912.00$ 150.00$ 900.00$ 150.00$ 900.00$ 150.00$ 900.00$ 150.00$ 900.00$ 200.00$ 1,200.00$ 13 2104.502 REMOVE MANHOLE OR CATCH BASIN EACH 45 400.00$ 18,000.00$ 390.00$ 17,550.00$ 750.00$ 33,750.00$ 395.50$ 17,797.50$ 513.21$ 23,094.45$ 500.00$ 22,500.00$ 550.00$ 24,750.00$ 14 2104.502 REMOVE CASTING EACH 1 250.00$ 250.00$ 300.00$ 300.00$ 300.00$ 300.00$ 82.75$ 82.75$ 400.00$ 400.00$ 1,000.00$ 1,000.00$ 400.00$ 400.00$ 15 2104.502 REMOVE HYDRANT EACH 1 800.00$ 800.00$ 500.00$ 500.00$ 445.00$ 445.00$ 1,302.00$ 1,302.00$ 1,600.00$ 1,600.00$ 1,000.00$ 1,000.00$ 1,500.00$ 1,500.00$ 16 2104.502 REMOVE DELINEATOR EACH 2 15.00$ 30.00$ 25.50$ 51.00$ 35.00$ 70.00$ 35.00$ 70.00$ 50.00$ 100.00$ 25.00$ 50.00$ 36.75$ 73.50$ 17 2104.502 REMOVE SIGN TYPE C EACH 81 40.00$ 3,240.00$ 51.00$ 4,131.00$ 35.00$ 2,835.00$ 35.00$ 2,835.00$ 100.00$ 8,100.00$ 50.00$ 4,050.00$ 36.75$ 2,976.75$ 18 2104.502 REMOVE SIGN TYPE D EACH 2 120.00$ 240.00$ 76.00$ 152.00$ 35.00$ 70.00$ 35.00$ 70.00$ 125.00$ 250.00$ 75.00$ 150.00$ 36.75$ 73.50$ 19 2104.502 REMOVE SIGN TYPE SPECIAL EACH 2 75.00$ 150.00$ 76.00$ 152.00$ 35.00$ 70.00$ 35.00$ 70.00$ 75.00$ 150.00$ 75.00$ 150.00$ 36.75$ 73.50$ 20 2104.502 REMOVE LIGHT FOUNDATION EACH 6 500.00$ 3,000.00$ 357.00$ 2,142.00$ 750.00$ 4,500.00$ 137.00$ 822.00$ 400.00$ 2,400.00$ 500.00$ 3,000.00$ 400.00$ 2,400.00$ 21 2104.502 REMOVE SIGN PANEL TYPE C EACH 1 30.00$ 30.00$ 51.00$ 51.00$ 50.00$ 50.00$ 35.00$ 35.00$ 50.00$ 50.00$ 50.00$ 50.00$ 36.75$ 36.75$ 22 2104.502 REMOVE WOOD INFORMATION SIGN EACH 2 1,000.00$ 2,000.00$ 4,050.00$ 8,100.00$ 500.00$ 1,000.00$ 847.00$ 1,694.00$ 4,000.00$ 8,000.00$ 4,000.00$ 8,000.00$ 4,200.00$ 8,400.00$ 23 2104.502 REMOVE ENERGY ABSORBING TERMINAL EACH 10 300.00$ 3,000.00$ 408.00$ 4,080.00$ 400.00$ 4,000.00$ 400.00$ 4,000.00$ 400.00$ 4,000.00$ 400.00$ 4,000.00$ 500.00$ 5,000.00$ 24 2104.502 REMOVE MAIL BOX SUPPORT EACH 10 100.00$ 1,000.00$ 62.00$ 620.00$ 60.00$ 600.00$ 60.00$ 600.00$ 60.00$ 600.00$ 60.00$ 600.00$ 125.00$ 1,250.00$ 25 2104.502 SALVAGE HANDHOLE EACH 2 400.00$ 800.00$ 132.00$ 264.00$ 385.00$ 770.00$ 388.00$ 776.00$ 130.00$ 260.00$ 130.00$ 260.00$ 136.50$ 273.00$ 26 2104.502 SALVAGE LIGHTING UNIT EACH 6 500.00$ 3,000.00$ 232.00$ 1,392.00$ 300.00$ 1,800.00$ 287.50$ 1,725.00$ 230.00$ 1,380.00$ 230.00$ 1,380.00$ 241.50$ 1,449.00$ BID TABULATION ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. RL LARSON EXCAVATING, INC.AMES CONSTRUCTION INC. SHAFER CONTRACTING CO., INC. Contract:S.A.P. 194-020-014 / S.A.P. 010-701-004 Owner:City of Channhassen Project:CSAH 101 Improvements KHA Job No: 160511044 Schedule: A Description:BASE BID Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price BID TABULATION ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. RL LARSON EXCAVATING, INC.AMES CONSTRUCTION INC. SHAFER CONTRACTING CO., INC. 27 2104.502 SALVAGE SIGN TYPE D EACH 2 100.00$ 200.00$ 76.00$ 152.00$ 75.00$ 150.00$ 50.00$ 100.00$ 75.00$ 150.00$ 75.00$ 150.00$ 52.50$ 105.00$ 28 2104.502 SALVAGE SIGN PANEL TYPE C EACH 3 50.00$ 150.00$ 51.00$ 153.00$ 50.00$ 150.00$ 35.00$ 105.00$ 50.00$ 150.00$ 50.00$ 150.00$ 36.75$ 110.25$ 29 2104.502 REMOVE REFERENCE LOCATION SIGN EACH 1 35.00$ 35.00$ 25.50$ 25.50$ 25.00$ 25.00$ 25.00$ 25.00$ 25.00$ 25.00$ 25.00$ 25.00$ 42.00$ 42.00$ 30 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 10 5.00$ 50.00$ 4.85$ 48.50$ 4.75$ 47.50$ 4.80$ 48.00$ 25.00$ 250.00$ 100.00$ 1,000.00$ 30.00$ 300.00$ 31 2104.503 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT 3850 4.00$ 15,400.00$ 1.90$ 7,315.00$ 1.85$ 7,122.50$ 1.90$ 7,315.00$ 2.00$ 7,700.00$ 3.50$ 13,475.00$ 2.85$ 10,972.50$ 32 2104.503 REMOVE PIPE CULVERTS LIN FT 275 10.00$ 2,750.00$ 15.00$ 4,125.00$ 8.00$ 2,200.00$ 16.75$ 4,606.25$ 15.00$ 4,125.00$ 15.00$ 4,125.00$ 9.00$ 2,475.00$ 33 2104.503 REMOVE SEWER PIPE (STORM) LIN FT 3100 10.00$ 31,000.00$ 15.00$ 46,500.00$ 8.00$ 24,800.00$ 16.75$ 51,925.00$ 15.00$ 46,500.00$ 10.00$ 31,000.00$ 16.00$ 49,600.00$ 34 2104.503 REMOVE CURB & GUTTER LIN FT 6800 3.00$ 20,400.00$ 1.50$ 10,200.00$ 3.50$ 23,800.00$ 2.00$ 13,600.00$ 2.00$ 13,600.00$ 4.00$ 27,200.00$ 3.00$ 20,400.00$ 35 2104.503 REMOVE STONE RETAINING WALL LIN FT 80 40.00$ 3,200.00$ 6.75$ 540.00$ 10.00$ 800.00$ 20.75$ 1,660.00$ 30.00$ 2,400.00$ 20.00$ 1,600.00$ 24.00$ 1,920.00$ 36 2104.503 REMOVE WOVEN WIRE FENCE LIN FT 1475 5.00$ 7,375.00$ 4.40$ 6,490.00$ 4.00$ 5,900.00$ 4.10$ 6,047.50$ 4.00$ 5,900.00$ 4.00$ 5,900.00$ 4.20$ 6,195.00$ 37 2104.503 REMOVE CHAIN LINK FENCE LIN FT 3000 4.00$ 12,000.00$ 5.00$ 15,000.00$ 5.00$ 15,000.00$ 5.20$ 15,600.00$ 5.00$ 15,000.00$ 5.00$ 15,000.00$ 5.25$ 15,750.00$ 38 2104.503 REMOVE WOOD FENCE LIN FT 300 4.00$ 1,200.00$ 5.00$ 1,500.00$ 10.00$ 3,000.00$ 10.25$ 3,075.00$ 10.00$ 3,000.00$ 10.00$ 3,000.00$ 10.50$ 3,150.00$ 39 2104.503 REMOVE GUARDRAIL-PLATE BEAM LIN FT 2825 5.00$ 14,125.00$ 5.60$ 15,820.00$ 5.50$ 15,537.50$ 5.50$ 15,537.50$ 5.50$ 15,537.50$ 5.50$ 15,537.50$ 6.00$ 16,950.00$ 40 2104.503 REMOVE UNDERGROUND WIRE LIN FT 1400 1.00$ 1,400.00$ 1.02$ 1,428.00$ 1.00$ 1,400.00$ 0.70$ 980.00$ 1.00$ 1,400.00$ 1.00$ 1,400.00$ 1.05$ 1,470.00$ 41 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 70 10.00$ 700.00$ 8.60$ 602.00$ 10.00$ 700.00$ 6.60$ 462.00$ 15.00$ 1,050.00$ 15.00$ 1,050.00$ 11.00$ 770.00$ 42 2104.504 REMOVE CONCRETE APPROACH PANEL SQ YD 155 20.00$ 3,100.00$ 7.25$ 1,123.75$ 15.00$ 2,325.00$ 17.00$ 2,635.00$ 15.00$ 2,325.00$ 15.00$ 2,325.00$ 12.00$ 1,860.00$ 43 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 35000 3.00$ 105,000.00$ 2.50$ 87,500.00$ 1.85$ 64,750.00$ 3.10$ 108,500.00$ 5.00$ 175,000.00$ 4.50$ 157,500.00$ 4.00$ 140,000.00$ 44 2104.518 REMOVE CONCRETE WALK SQ FT 3850 1.50$ 5,775.00$ 0.40$ 1,540.00$ 1.00$ 3,850.00$ 0.50$ 1,925.00$ 1.00$ 3,850.00$ 1.00$ 3,850.00$ 1.10$ 4,235.00$ 45 2104.601 SALVAGE SIGNAL SYSTEM LUMP SUM 1 10,000.00$ 10,000.00$ 10,100.00$ 10,100.00$ 8,108.00$ 8,108.00$ 1,162.00$ 1,162.00$ 7,500.00$ 7,500.00$ 1,000.00$ 1,000.00$ 5,250.00$ 5,250.00$ 46 2104.607 SALVAGE RANDOM RIPRAP CU YD 600 50.00$ 30,000.00$ 13.35$ 8,010.00$ 10.00$ 6,000.00$ 6.50$ 3,900.00$ 10.00$ 6,000.00$ 50.00$ 30,000.00$ 40.00$ 24,000.00$ 47 2105.601 DEWATERING LUMP SUM 1 75,000.00$ 75,000.00$ 185,000.00$ 185,000.00$ 245,000.00$ 245,000.00$ 204,506.00$ 204,506.00$ 275,000.00$ 275,000.00$ 250,000.00$ 250,000.00$ 150,000.00$ 150,000.00$ 48 2105.604 COMPOSITE LINER SQ YD 5111 20.00$ 102,220.00$ 21.50$ 109,886.50$ 16.15$ 82,542.65$ 19.75$ 100,942.25$ 55.04$ 281,309.44$ 35.00$ 178,885.00$ 17.00$ 86,887.00$ 49 2105.607 AGGREGATE BACKFILL (CV) CU YD 9600 25.00$ 240,000.00$ 19.30$ 185,280.00$ 36.40$ 349,440.00$ 29.00$ 278,400.00$ 20.00$ 192,000.00$ 34.00$ 326,400.00$ 20.00$ 192,000.00$ 50 2106.507 EXCAVATION - COMMON (P) CU YD 435381 8.00$ 3,483,048.00$ 6.29$ 2,738,546.49$ 9.50$ 4,136,119.50$ 10.71$ 4,662,930.51$ 12.00$ 5,224,572.00$ 13.50$ 5,877,643.50$ 14.25$ 6,204,179.25$ 51 2106.507 EXCAVATION - MUCK CU YD 25064 10.00$ 250,640.00$ 15.70$ 393,504.80$ 14.00$ 350,896.00$ 22.50$ 563,940.00$ 15.00$ 375,960.00$ 16.00$ 401,024.00$ 13.00$ 325,832.00$ 52 2106.507 EXCAVATION - CHANNEL AND POND (P) CU YD 17600 10.00$ 176,000.00$ 6.29$ 110,704.00$ 9.50$ 167,200.00$ 7.10$ 124,960.00$ 12.00$ 211,200.00$ 16.00$ 281,600.00$ 11.00$ 193,600.00$ Contract:S.A.P. 194-020-014 / S.A.P. 010-701-004 Owner:City of Channhassen Project:CSAH 101 Improvements KHA Job No: 160511044 Schedule: A Description:BASE BID Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price BID TABULATION ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. RL LARSON EXCAVATING, INC.AMES CONSTRUCTION INC. SHAFER CONTRACTING CO., INC. 53 2106.507 SELECT GRANULAR EMBANKMENT (CV) (P) CU YD 49300 16.00$ 788,800.00$ 6.35$ 313,055.00$ 23.35$ 1,151,155.00$ 29.25$ 1,442,025.00$ 22.00$ 1,084,600.00$ 22.00$ 1,084,600.00$ 19.00$ 936,700.00$ 54 2106.507 COMMON EMBANKMENT (CV) (P) CU YD 85642 8.00$ 685,136.00$ 2.95$ 252,643.90$ 0.01$ 856.42$ 5.00$ 428,210.00$ 2.00$ 171,284.00$ 5.00$ 428,210.00$ 3.00$ 256,926.00$ 55 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 200 150.00$ 30,000.00$ 165.00$ 33,000.00$ 80.00$ 16,000.00$ 125.00$ 25,000.00$ 150.00$ 30,000.00$ 150.00$ 30,000.00$ 160.00$ 32,000.00$ 56 2130.523 WATER M GALLON 500 50.00$ 25,000.00$ 52.00$ 26,000.00$ 25.00$ 12,500.00$ 26.00$ 13,000.00$ 40.00$ 20,000.00$ 35.00$ 17,500.00$ 40.00$ 20,000.00$ 57 2211.507 AGGREGATE BASE (CV) CLASS 5 (P) CU YD 30950 22.00$ 680,900.00$ 25.30$ 783,035.00$ 30.00$ 928,500.00$ 26.50$ 820,175.00$ 34.00$ 1,052,300.00$ 34.00$ 1,052,300.00$ 30.00$ 928,500.00$ 58 2301.504 CONCRETE PAVEMENT 7.0" SQ YD 2685 75.00$ 201,375.00$ 55.00$ 147,675.00$ 58.00$ 155,730.00$ 58.00$ 155,730.00$ 72.50$ 194,662.50$ 64.00$ 171,840.00$ 76.15$ 204,462.75$ 59 2331.603 JOINT ADHESIVE LIN FT 26000 0.50$ 13,000.00$ 0.61$ 15,860.00$ 0.50$ 13,000.00$ 0.60$ 15,600.00$ 0.50$ 13,000.00$ 0.50$ 13,000.00$ 0.53$ 13,780.00$ 60 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3;C) TON 2665 65.00$ 173,225.00$ 75.00$ 199,875.00$ 73.50$ 195,877.50$ 73.50$ 195,877.50$ 89.00$ 237,185.00$ 73.50$ 195,877.50$ 77.20$ 205,738.00$ 61 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (4;B) TON 7765 75.00$ 582,375.00$ 57.75$ 448,428.75$ 56.50$ 438,722.50$ 56.50$ 438,722.50$ 56.50$ 438,722.50$ 56.50$ 438,722.50$ 59.35$ 460,852.75$ 62 2360.509 TYPE SP 12.5 WEARING COURSE MIX (4;F) TON 10600 80.00$ 848,000.00$ 75.00$ 795,000.00$ 73.50$ 779,100.00$ 73.50$ 779,100.00$ 77.00$ 816,200.00$ 73.50$ 779,100.00$ 77.20$ 818,320.00$ 63 2401.507 STRUCTURAL CONCRETE (1G52) (P) CU YD 38 700.00$ 26,600.00$ 766.00$ 29,108.00$ 590.00$ 22,420.00$ 574.50$ 21,831.00$ 750.00$ 28,500.00$ 590.00$ 22,420.00$ 762.00$ 28,956.00$ 64 2401.507 STRUCTURAL CONCRETE (3B52) (P) CU YD 108 1,200.00$ 129,600.00$ 1,235.00$ 133,380.00$ 1,200.00$ 129,600.00$ 974.00$ 105,192.00$ 1,500.00$ 162,000.00$ 1,200.00$ 129,600.00$ 1,155.00$ 124,740.00$ 65 2401.508 REINFORCEMENT BARS (P) POUND 2610 1.50$ 3,915.00$ 1.35$ 3,523.50$ 1.39$ 3,627.90$ 1.50$ 3,915.00$ 1.60$ 4,176.00$ 1.39$ 3,627.90$ 1.85$ 4,828.50$ 66 2401.508 REINFORCEMENT BARS (EPOXY COATED) (P) POUND 11310 1.70$ 19,227.00$ 1.55$ 17,530.50$ 1.51$ 17,078.10$ 1.80$ 20,358.00$ 1.57$ 17,756.70$ 1.51$ 17,078.10$ 1.95$ 22,054.50$ 67 2401.601 STRUCTURE EXCAVATION (BRIDGE NO. 10555) LUMP SUM 1 18,000.00$ 18,000.00$ 19,200.00$ 19,200.00$ 5,000.00$ 5,000.00$ 6,268.00$ 6,268.00$ 20,000.00$ 20,000.00$ 15,000.00$ 15,000.00$ 11,000.00$ 11,000.00$ 68 2401.601 STRUCTURE EXCAVATION (BRIDGE NO. R0827) LUMP SUM 1 10,000.00$ 10,000.00$ 15,000.00$ 15,000.00$ 5,000.00$ 5,000.00$ 5,178.00$ 5,178.00$ 20,000.00$ 20,000.00$ 5,000.00$ 5,000.00$ 11,000.00$ 11,000.00$ 69 2401.601 SLOPE PREPARATION (BRIDGE NO. 10555) LUMP SUM 1 12,000.00$ 12,000.00$ 7,300.00$ 7,300.00$ 5,000.00$ 5,000.00$ 915.00$ 915.00$ 7,500.00$ 7,500.00$ 5,000.00$ 5,000.00$ 8,500.00$ 8,500.00$ 70 2401.601 SLOPE PREPARATION (BRIDGE NO. R0827) LUMP SUM 1 6,000.00$ 6,000.00$ 4,325.00$ 4,325.00$ 5,000.00$ 5,000.00$ 915.00$ 915.00$ 7,500.00$ 7,500.00$ 5,000.00$ 5,000.00$ 8,500.00$ 8,500.00$ 71 2402.503 ORNAMENTAL METAL RAILING TYPE SPECIAL (P) LIN FT 213 225.00$ 47,925.00$ 235.00$ 50,055.00$ 185.00$ 39,405.00$ 185.00$ 39,405.00$ 220.00$ 46,860.00$ 200.00$ 42,600.00$ 216.00$ 46,008.00$ 72 2402.601 PEDESTRIAN BRIDGE (SUPERSTRUCTURE) (BRIDGE NO. 10555) LUMP SUM 1 740,000.00$ 740,000.00$ 585,172.95$ 585,172.95$ 720,000.00$ 720,000.00$ 796,711.00$ 796,711.00$ 800,000.00$ 800,000.00$ 720,000.00$ 720,000.00$ 813,750.00$ 813,750.00$ 73 2402.601 PEDESTRIAN BRIDGE (SUPERSTRUCTURE) (BRIDGE NO. R0827) LUMP SUM 1 330,000.00$ 330,000.00$ 244,077.15$ 244,077.15$ 222,000.00$ 222,000.00$ 341,238.00$ 341,238.00$ 280,000.00$ 280,000.00$ 220,000.00$ 220,000.00$ 304,500.00$ 304,500.00$ 74 2406.504 BRIDGE APPROACH PANELS SQ YD 66 350.00$ 23,100.00$ 315.00$ 20,790.00$ 320.00$ 21,120.00$ 413.00$ 27,258.00$ 300.00$ 19,800.00$ 320.00$ 21,120.00$ 315.00$ 20,790.00$ 75 2411.618 PREFABRICATED MODULAR BLOCK WALL (P) SQ FT 5825 125.00$ 728,125.00$ 66.50$ 387,362.50$ 83.77$ 487,960.25$ 57.75$ 336,393.75$ 85.00$ 495,125.00$ 80.00$ 466,000.00$ 58.80$ 342,510.00$ 76 2411.618 ANTI-GRAFFITI COATING SQ FT 680 1.50$ 1,020.00$ 1.60$ 1,088.00$ 2.00$ 1,360.00$ 2.00$ 1,360.00$ 1.60$ 1,088.00$ 2.00$ 1,360.00$ 1.60$ 1,088.00$ 77 2411.618 ARCH SURFACE FINISH (MULTI COLOR) SQ FT 680 5.00$ 3,400.00$ 5.65$ 3,842.00$ 3.50$ 2,380.00$ 3.50$ 2,380.00$ 6.00$ 4,080.00$ 3.50$ 2,380.00$ 4.20$ 2,856.00$ 78 2411.618 ARCH CONC TEXTURE (ASHLAR STONE) SQ FT 680 20.00$ 13,600.00$ 20.00$ 13,600.00$ 20.00$ 13,600.00$ 37.50$ 25,500.00$ 33.00$ 22,440.00$ 20.00$ 13,600.00$ 10.50$ 7,140.00$ Contract:S.A.P. 194-020-014 / S.A.P. 010-701-004 Owner:City of Channhassen Project:CSAH 101 Improvements KHA Job No: 160511044 Schedule: A Description:BASE BID Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price BID TABULATION ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. RL LARSON EXCAVATING, INC.AMES CONSTRUCTION INC. SHAFER CONTRACTING CO., INC. 79 2412.503 14X12 PRECAST CONCRETE BOX CULVERT (P) LIN FT 140 2,225.00$ 311,500.00$ 2,235.00$ 312,900.00$ 1,289.00$ 180,460.00$ 2,251.00$ 315,140.00$ 3,000.00$ 420,000.00$ 2,360.00$ 330,400.00$ 2,015.00$ 282,100.00$ 80 2442.501 REMOVE EXISTING BRIDGE LUMP SUM 1 50,000.00$ 50,000.00$ 133,625.00$ 133,625.00$ 40,000.00$ 40,000.00$ 24,484.00$ 24,484.00$ 75,000.00$ 75,000.00$ 40,000.00$ 40,000.00$ 80,000.00$ 80,000.00$ 81 2451.507 GRANULAR BACKFILL (CV) (P) CU YD 220 20.00$ 4,400.00$ 23.00$ 5,060.00$ 22.00$ 4,840.00$ 41.25$ 9,075.00$ 60.00$ 13,200.00$ 25.00$ 5,500.00$ 20.00$ 4,400.00$ 82 2451.509 COARSE FILTER AGGREGATE TON 1000 20.00$ 20,000.00$ 35.00$ 35,000.00$ 27.00$ 27,000.00$ 28.00$ 28,000.00$ 40.00$ 40,000.00$ 35.00$ 35,000.00$ 50.00$ 50,000.00$ 83 2451.607 STRUCTURAL BACKFILL (P) CU YD 132 25.00$ 3,300.00$ 55.00$ 7,260.00$ 26.00$ 3,432.00$ 43.75$ 5,775.00$ 56.00$ 7,392.00$ 25.00$ 3,300.00$ 15.00$ 1,980.00$ 84 2451.607 1.5" CLEAR ROCK CU YD 1300 20.00$ 26,000.00$ 49.75$ 64,675.00$ 49.00$ 63,700.00$ 51.50$ 66,950.00$ 85.00$ 110,500.00$ 60.00$ 78,000.00$ 64.00$ 83,200.00$ 85 2452.502 C-I-P CONC TEST PILE 70 FT LONG 12" EACH 2 5,000.00$ 10,000.00$ 4,100.00$ 8,200.00$ 4,350.00$ 8,700.00$ 7,612.00$ 15,224.00$ 5,000.00$ 10,000.00$ 4,350.00$ 8,700.00$ 8,400.00$ 16,800.00$ 86 2452.603 C-I-P CONCRETE PILING 12" LIN FT 360 45.00$ 16,200.00$ 45.00$ 16,200.00$ 56.36$ 20,289.60$ 53.25$ 19,170.00$ 60.00$ 21,600.00$ 56.36$ 20,289.60$ 24.00$ 8,640.00$ 87 2501.602 15" PIPE APRON EACH 6 500.00$ 3,000.00$ 750.00$ 4,500.00$ 474.00$ 2,844.00$ 1,033.00$ 6,198.00$ 800.00$ 4,800.00$ 850.00$ 5,100.00$ 850.00$ 5,100.00$ 88 2501.602 24" PIPE APRON EACH 3 650.00$ 1,950.00$ 950.00$ 2,850.00$ 648.00$ 1,944.00$ 1,204.00$ 3,612.00$ 950.00$ 2,850.00$ 1,000.00$ 3,000.00$ 1,000.00$ 3,000.00$ 89 2501.602 30" PIPE APRON EACH 1 800.00$ 800.00$ 1,250.00$ 1,250.00$ 857.00$ 857.00$ 1,434.00$ 1,434.00$ 1,200.00$ 1,200.00$ 1,200.00$ 1,200.00$ 1,350.00$ 1,350.00$ 90 2501.602 36" PIPE APRON EACH 3 1,000.00$ 3,000.00$ 1,600.00$ 4,800.00$ 1,259.00$ 3,777.00$ 1,940.00$ 5,820.00$ 1,800.00$ 5,400.00$ 1,750.00$ 5,250.00$ 3,000.00$ 9,000.00$ 91 2501.602 TRASH GUARD FOR 24" PIPE APRON EACH 1 500.00$ 500.00$ 1,120.00$ 1,120.00$ 1,014.00$ 1,014.00$ 688.00$ 688.00$ 750.00$ 750.00$ 1,000.00$ 1,000.00$ 800.00$ 800.00$ 92 2502.501 DRAINAGE SYSTEM TYPE (B910) (BRIDGE NO. 10555) (P) LUMP SUM 1 3,500.00$ 3,500.00$ 2,650.00$ 2,650.00$ 1,200.00$ 1,200.00$ 1,351.00$ 1,351.00$ 2,000.00$ 2,000.00$ 1,200.00$ 1,200.00$ 1,400.00$ 1,400.00$ 93 2502.501 DRAINAGE SYSTEM TYPE (B910) (BRIDGE NO. R0827) (P) LUMP SUM 1 3,500.00$ 3,500.00$ 2,650.00$ 2,650.00$ 1,200.00$ 1,200.00$ 1,345.00$ 1,345.00$ 2,000.00$ 2,000.00$ 1,200.00$ 1,200.00$ 1,400.00$ 1,400.00$ 94 2502.503 6" PE PIPE DRAIN LIN FT 190 20.00$ 3,800.00$ 11.00$ 2,090.00$ 7.50$ 1,425.00$ 15.25$ 2,897.50$ 12.00$ 2,280.00$ 15.00$ 2,850.00$ 10.00$ 1,900.00$ 95 2502.503 8" PE PIPE DRAIN LIN FT 700 10.00$ 7,000.00$ 33.00$ 23,100.00$ 15.60$ 10,920.00$ 17.25$ 12,075.00$ 36.00$ 25,200.00$ 25.00$ 17,500.00$ 20.00$ 14,000.00$ 96 2502.503 4" PERF TP PIPE DRAIN LIN FT 20100 6.00$ 120,600.00$ 6.00$ 120,600.00$ 8.00$ 160,800.00$ 6.30$ 126,630.00$ 15.00$ 301,500.00$ 10.00$ 201,000.00$ 8.00$ 160,800.00$ 97 2502.503 6" PERF PE PIPE DRAIN LIN FT 1880 15.00$ 28,200.00$ 11.00$ 20,680.00$ 11.00$ 20,680.00$ 13.75$ 25,850.00$ 32.00$ 60,160.00$ 15.00$ 28,200.00$ 8.80$ 16,544.00$ 98 2502.503 8" PERF PE PIPE DRAIN LIN FT 3900 10.00$ 39,000.00$ 13.75$ 53,625.00$ 17.50$ 68,250.00$ 13.25$ 51,675.00$ 38.00$ 148,200.00$ 25.00$ 97,500.00$ 14.00$ 54,600.00$ 99 2502.602 6" PVC PIPE DRAIN CLEANOUT EACH 2 500.00$ 1,000.00$ 350.00$ 700.00$ 256.00$ 512.00$ 285.00$ 570.00$ 500.00$ 1,000.00$ 3,500.00$ 7,000.00$ 350.00$ 700.00$ 100 2503.503 12" PVC PIPE SEWER LIN FT 206 55.00$ 11,330.00$ 62.00$ 12,772.00$ 110.00$ 22,660.00$ 44.75$ 9,218.50$ 65.00$ 13,390.00$ 125.00$ 25,750.00$ 73.50$ 15,141.00$ 101 2503.503 12" RC PIPE SEWER DES 3006 CL V LIN FT 46 35.00$ 1,610.00$ 66.00$ 3,036.00$ 35.50$ 1,633.00$ 48.00$ 2,208.00$ 50.00$ 2,300.00$ 100.00$ 4,600.00$ 45.00$ 2,070.00$ 102 2503.503 15" RC PIPE SEWER DES 3006 CL V LIN FT 3715 35.00$ 130,025.00$ 58.00$ 215,470.00$ 40.50$ 150,457.50$ 50.50$ 187,607.50$ 56.00$ 208,040.00$ 45.00$ 167,175.00$ 59.00$ 219,185.00$ 103 2503.503 18" RC PIPE SEWER DES 3006 CL III LIN FT 1321 40.00$ 52,840.00$ 60.00$ 79,260.00$ 43.25$ 57,133.25$ 60.00$ 79,260.00$ 60.00$ 79,260.00$ 48.00$ 63,408.00$ 61.50$ 81,241.50$ 104 2503.503 24" RC PIPE SEWER DES 3006 CL III LIN FT 1582 45.00$ 71,190.00$ 78.00$ 123,396.00$ 60.00$ 94,920.00$ 75.50$ 119,441.00$ 70.00$ 110,740.00$ 58.00$ 91,756.00$ 76.00$ 120,232.00$ Contract:S.A.P. 194-020-014 / S.A.P. 010-701-004 Owner:City of Channhassen Project:CSAH 101 Improvements KHA Job No: 160511044 Schedule: A Description:BASE BID Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price BID TABULATION ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. RL LARSON EXCAVATING, INC.AMES CONSTRUCTION INC. SHAFER CONTRACTING CO., INC. 105 2503.503 30" RC PIPE SEWER DES 3006 CL IV LIN FT 1585 60.00$ 95,100.00$ 110.00$ 174,350.00$ 92.75$ 147,008.75$ 109.50$ 173,557.50$ 90.00$ 142,650.00$ 115.00$ 182,275.00$ 104.00$ 164,840.00$ 106 2503.503 36" RC PIPE SEWER DES 3006 CL IV LIN FT 1565 70.00$ 109,550.00$ 136.00$ 212,840.00$ 126.00$ 197,190.00$ 147.50$ 230,837.50$ 115.00$ 179,975.00$ 150.00$ 234,750.00$ 138.50$ 216,752.50$ 107 2503.602 CONSTRUCT BULKHEAD EACH 2 1,000.00$ 2,000.00$ 450.00$ 900.00$ 500.00$ 1,000.00$ 836.50$ 1,673.00$ 1,200.00$ 2,400.00$ 1,000.00$ 2,000.00$ 500.00$ 1,000.00$ 108 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5 1,500.00$ 7,500.00$ 2,250.00$ 11,250.00$ 500.00$ 2,500.00$ 1,306.00$ 6,530.00$ 1,200.00$ 6,000.00$ 1,000.00$ 5,000.00$ 2,000.00$ 10,000.00$ 109 2503.602 8" PIPE PLUG EACH 1 500.00$ 500.00$ 175.00$ 175.00$ 155.00$ 155.00$ 249.00$ 249.00$ 200.00$ 200.00$ 1,000.00$ 1,000.00$ 50.00$ 50.00$ 110 2503.602 8"X6" PVC WYE EACH 1 500.00$ 500.00$ 375.00$ 375.00$ 435.00$ 435.00$ 766.50$ 766.50$ 400.00$ 400.00$ 1,000.00$ 1,000.00$ 200.00$ 200.00$ 111 2503.603 6" PVC PIPE SEWER LIN FT 20 50.00$ 1,000.00$ 50.00$ 1,000.00$ 40.50$ 810.00$ 33.75$ 675.00$ 150.00$ 3,000.00$ 100.00$ 2,000.00$ 38.00$ 760.00$ 112 2503.603 8" PVC PIPE SEWER LIN FT 5119 50.00$ 255,950.00$ 78.00$ 399,282.00$ 65.00$ 332,735.00$ 43.00$ 220,117.00$ 80.00$ 409,520.00$ 60.00$ 307,140.00$ 61.50$ 314,818.50$ 113 2503.603 8" DUCTILE IRON PIPE SEWER LIN FT 240 70.00$ 16,800.00$ 78.00$ 18,720.00$ 85.00$ 20,400.00$ 89.50$ 21,480.00$ 100.00$ 24,000.00$ 50.00$ 12,000.00$ 94.00$ 22,560.00$ 114 2503.603 16" STEEL CASING PIPE LIN FT 210 125.00$ 26,250.00$ 102.00$ 21,420.00$ 90.00$ 18,900.00$ 97.75$ 20,527.50$ 175.00$ 36,750.00$ 150.00$ 31,500.00$ 90.00$ 18,900.00$ 115 2503.603 20" STEEL CASING PIPE LIN FT 280 150.00$ 42,000.00$ 131.00$ 36,680.00$ 110.00$ 30,800.00$ 128.50$ 35,980.00$ 200.00$ 56,000.00$ 175.00$ 49,000.00$ 100.00$ 28,000.00$ 116 2503.603 24" STEEL CASING PIPE (JACKED) LIN FT 100 400.00$ 40,000.00$ 1,108.00$ 110,800.00$ 1,250.00$ 125,000.00$ 804.00$ 80,400.00$ 675.00$ 67,500.00$ 1,335.00$ 133,500.00$ 800.00$ 80,000.00$ 117 2503.603 15" HDPE PIPE SEWER LIN FT 119 35.00$ 4,165.00$ 42.00$ 4,998.00$ 8.00$ 952.00$ 28.75$ 3,421.25$ 62.00$ 7,378.00$ 50.00$ 5,950.00$ 20.00$ 2,380.00$ 118 2503.603 24" HDPE PIPE SEWER LIN FT 374 60.00$ 22,440.00$ 52.00$ 19,448.00$ 45.50$ 17,017.00$ 39.75$ 14,866.50$ 55.00$ 20,570.00$ 45.00$ 16,830.00$ 72.00$ 26,928.00$ 119 2504.602 CONNECT TO EXISTING WATER MAIN EACH 1 2,000.00$ 2,000.00$ 2,000.00$ 2,000.00$ 5,000.00$ 5,000.00$ 2,510.00$ 2,510.00$ 1,500.00$ 1,500.00$ 1,000.00$ 1,000.00$ 2,000.00$ 2,000.00$ 120 2504.602 HYDRANT EACH 18 5,000.00$ 90,000.00$ 4,040.00$ 72,720.00$ 5,750.00$ 103,500.00$ 5,394.00$ 97,092.00$ 4,600.00$ 82,800.00$ 6,000.00$ 108,000.00$ 4,800.00$ 86,400.00$ 121 2504.602 2" CORPORATION STOP EACH 3 2,000.00$ 6,000.00$ 560.00$ 1,680.00$ 1,735.00$ 5,205.00$ 1,205.00$ 3,615.00$ 1,200.00$ 3,600.00$ 750.00$ 2,250.00$ 500.00$ 1,500.00$ 122 2504.602 6" GATE VALVE & BOX EACH 20 2,000.00$ 40,000.00$ 1,450.00$ 29,000.00$ 1,795.00$ 35,900.00$ 1,978.00$ 39,560.00$ 2,200.00$ 44,000.00$ 2,500.00$ 50,000.00$ 1,550.00$ 31,000.00$ 123 2504.602 12" GATE VALVE & BOX EACH 16 4,000.00$ 64,000.00$ 3,050.00$ 48,800.00$ 4,250.00$ 68,000.00$ 4,057.00$ 64,912.00$ 4,000.00$ 64,000.00$ 4,500.00$ 72,000.00$ 3,600.00$ 57,600.00$ 124 2504.602 2" CURB STOP & BOX EACH 3 2,000.00$ 6,000.00$ 695.00$ 2,085.00$ 915.00$ 2,745.00$ 1,398.00$ 4,194.00$ 850.00$ 2,550.00$ 850.00$ 2,550.00$ 700.00$ 2,100.00$ 125 2504.602 6" PRESSURE REDUCING VALVE EACH 2 25,000.00$ 50,000.00$ 25,000.00$ 50,000.00$ 4,750.00$ 9,500.00$ 15,000.00$ 30,000.00$ 15,000.00$ 30,000.00$ 25,000.00$ 50,000.00$ 42,500.00$ 85,000.00$ 126 2504.602 AUTOMATIC FLUSHING SYSTEM EACH 1 15,000.00$ 15,000.00$ 25,000.00$ 25,000.00$ 24,150.00$ 24,150.00$ 25,000.00$ 25,000.00$ 25,000.00$ 25,000.00$ 25,000.00$ 25,000.00$ 35,000.00$ 35,000.00$ 127 2504.603 6" PVC WATERMAIN LIN FT 230 40.00$ 9,200.00$ 31.00$ 7,130.00$ 33.15$ 7,624.50$ 40.50$ 9,315.00$ 52.00$ 11,960.00$ 75.00$ 17,250.00$ 34.00$ 7,820.00$ 128 2504.603 12" PVC WATERMAIN LIN FT 7500 50.00$ 375,000.00$ 39.00$ 292,500.00$ 41.95$ 314,625.00$ 42.75$ 320,625.00$ 56.00$ 420,000.00$ 65.00$ 487,500.00$ 42.00$ 315,000.00$ 129 2504.603 2" PEX PIPE LIN FT 188 25.00$ 4,700.00$ 29.00$ 5,452.00$ 35.00$ 6,580.00$ 51.00$ 9,588.00$ 30.00$ 5,640.00$ 20.00$ 3,760.00$ 32.00$ 6,016.00$ 130 2504.604 4" INSULATION SQ YD 400 40.00$ 16,000.00$ 24.00$ 9,600.00$ 38.40$ 15,360.00$ 48.75$ 19,500.00$ 36.00$ 14,400.00$ 40.00$ 16,000.00$ 20.00$ 8,000.00$ Contract:S.A.P. 194-020-014 / S.A.P. 010-701-004 Owner:City of Channhassen Project:CSAH 101 Improvements KHA Job No: 160511044 Schedule: A Description:BASE BID Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price BID TABULATION ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. RL LARSON EXCAVATING, INC.AMES CONSTRUCTION INC. SHAFER CONTRACTING CO., INC. 131 2504.608 DUCTILE IRON FITTINGS POUND 5700 7.50$ 42,750.00$ 11.50$ 65,550.00$ 12.25$ 69,825.00$ 14.25$ 81,225.00$ 12.00$ 68,400.00$ 10.00$ 57,000.00$ 10.00$ 57,000.00$ 132 2506.502 CASTING ASSEMBLY EACH 178 750.00$ 133,500.00$ 995.00$ 177,110.00$ 670.00$ 119,260.00$ 746.50$ 132,877.00$ 750.00$ 133,500.00$ 825.00$ 146,850.00$ 650.00$ 115,700.00$ 133 2506.502 ADJUST FRAME & RING CASTING EACH 6 1,000.00$ 6,000.00$ 600.00$ 3,600.00$ 400.00$ 2,400.00$ 507.00$ 3,042.00$ 300.00$ 1,800.00$ 350.00$ 2,100.00$ 600.00$ 3,600.00$ 134 2506.503 CONST DRAINAGE STRUCTURE DESIGN G LIN FT 194 400.00$ 77,600.00$ 186.00$ 36,084.00$ 255.00$ 49,470.00$ 393.00$ 76,242.00$ 400.00$ 77,600.00$ 325.00$ 63,050.00$ 445.00$ 86,330.00$ 135 2506.503 CONST DRAINAGE STRUCTURE DESIGN SPECIAL LIN FT 43 1,000.00$ 43,000.00$ 955.00$ 41,065.00$ 893.00$ 38,399.00$ 1,016.00$ 43,688.00$ 1,000.00$ 43,000.00$ 1,000.00$ 43,000.00$ 1,400.00$ 60,200.00$ 136 2506.503 CONST DRAINAGE STRUCTURE DESIGN 4007 LIN FT 443.8 500.00$ 221,900.00$ 540.00$ 239,652.00$ 462.00$ 205,035.60$ 512.50$ 227,447.50$ 500.00$ 221,900.00$ 600.00$ 266,280.00$ 425.00$ 188,615.00$ 137 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT 563 500.00$ 281,500.00$ 413.00$ 232,519.00$ 352.00$ 198,176.00$ 475.00$ 267,425.00$ 500.00$ 281,500.00$ 450.00$ 253,350.00$ 425.00$ 239,275.00$ 138 2506.503 CONST DRAINAGE STRUCTURE DES 60-4020 LIN FT 255 600.00$ 153,000.00$ 480.00$ 122,400.00$ 504.00$ 128,520.00$ 533.50$ 136,042.50$ 650.00$ 165,750.00$ 600.00$ 153,000.00$ 420.00$ 107,100.00$ 139 2506.503 CONST DRAINAGE STRUCTURE DES 72-4020 LIN FT 11 700.00$ 7,700.00$ 650.00$ 7,150.00$ 681.00$ 7,491.00$ 702.50$ 7,727.50$ 900.00$ 9,900.00$ 850.00$ 9,350.00$ 585.00$ 6,435.00$ 140 2506.503 CONST DRAINAGE STRUCTURE DES 144-4020 LIN FT 36 2,000.00$ 72,000.00$ 3,620.00$ 130,320.00$ 3,741.00$ 134,676.00$ 7,011.00$ 252,396.00$ 5,000.00$ 180,000.00$ 3,750.00$ 135,000.00$ 3,400.00$ 122,400.00$ 141 2506.503 RECONSTRUCT DRAINAGE STRUCTURE LIN FT 4 250.00$ 1,000.00$ 380.00$ 1,520.00$ 462.00$ 1,848.00$ 477.00$ 1,908.00$ 800.00$ 3,200.00$ 500.00$ 2,000.00$ 300.00$ 1,200.00$ 142 2506.602 CONST DRAINAGE STRUCTURE DESIGN PRV EACH 1 25,000.00$ 25,000.00$ 54,500.00$ 54,500.00$ 84,633.00$ 84,633.00$ 44,596.00$ 44,596.00$ 95,000.00$ 95,000.00$ 60,000.00$ 60,000.00$ 35,500.00$ 35,500.00$ 143 2506.602 SANITARY SEWER INSIDE DROP EACH 12 2,500.00$ 30,000.00$ 3,225.00$ 38,700.00$ 4,575.00$ 54,900.00$ 4,030.00$ 48,360.00$ 3,000.00$ 36,000.00$ 5,000.00$ 60,000.00$ 3,000.00$ 36,000.00$ 144 2511.504 GEOTEXTILE FILTER TYPE 3 SQ YD 5300 2.00$ 10,600.00$ 2.50$ 13,250.00$ 1.50$ 7,950.00$ 0.70$ 3,710.00$ 3.50$ 18,550.00$ 5.00$ 26,500.00$ 2.50$ 13,250.00$ 145 2511.504 GEOTEXTILE FILTER TYPE 7 (P) SQ YD 116 8.00$ 928.00$ 7.50$ 870.00$ 2.20$ 255.20$ 3.60$ 417.60$ 23.00$ 2,668.00$ 10.00$ 1,160.00$ 5.00$ 580.00$ 146 2511.507 RANDOM RIPRAP CLASS III CU YD 253 100.00$ 25,300.00$ 106.00$ 26,818.00$ 66.00$ 16,698.00$ 131.50$ 33,269.50$ 100.00$ 25,300.00$ 125.00$ 31,625.00$ 100.00$ 25,300.00$ 147 2511.507 RANDOM RIPRAP CLASS IV (P) CU YD 90 120.00$ 10,800.00$ 106.00$ 9,540.00$ 66.00$ 5,940.00$ 119.00$ 10,710.00$ 150.00$ 13,500.00$ 125.00$ 11,250.00$ 100.00$ 9,000.00$ 148 2511.607 INSTALL RANDOM RIPRAP CU YD 600 50.00$ 30,000.00$ 37.00$ 22,200.00$ 15.00$ 9,000.00$ 24.50$ 14,700.00$ 15.00$ 9,000.00$ 50.00$ 30,000.00$ 45.00$ 27,000.00$ 149 2521.518 4" CONCRETE WALK SQ FT 40100 5.00$ 200,500.00$ 4.50$ 180,450.00$ 4.25$ 170,425.00$ 4.30$ 172,430.00$ 4.50$ 180,450.00$ 3.70$ 148,370.00$ 4.75$ 190,475.00$ 150 2521.518 3" BITUMINOUS WALK SQ FT 108000 3.00$ 324,000.00$ 1.43$ 154,440.00$ 1.40$ 151,200.00$ 1.40$ 151,200.00$ 1.20$ 129,600.00$ 1.40$ 151,200.00$ 2.30$ 248,400.00$ 151 2521.618 CONCRETE WALK SQ FT 4580 6.00$ 27,480.00$ 13.25$ 60,685.00$ 13.65$ 62,517.00$ 13.75$ 62,975.00$ 11.00$ 50,380.00$ 14.50$ 66,410.00$ 11.10$ 50,838.00$ 152 2531.503 CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT 2900 18.00$ 52,200.00$ 19.75$ 57,275.00$ 15.75$ 45,675.00$ 15.75$ 45,675.00$ 21.00$ 60,900.00$ 23.50$ 68,150.00$ 21.55$ 62,495.00$ 153 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 12300 16.00$ 196,800.00$ 17.50$ 215,250.00$ 15.40$ 189,420.00$ 15.50$ 190,650.00$ 18.00$ 221,400.00$ 20.20$ 248,460.00$ 19.45$ 239,235.00$ 154 2531.503 CONCRETE CURB & GUTTER DESIGN B618 (MOD) LIN FT 140 20.00$ 2,800.00$ 29.50$ 4,130.00$ 32.60$ 4,564.00$ 32.50$ 4,550.00$ 34.00$ 4,760.00$ 26.00$ 3,640.00$ 36.25$ 5,075.00$ 155 2531.503 CONCRETE CURB & GUTTER DESIGN B624 LIN FT 380 20.00$ 7,600.00$ 30.50$ 11,590.00$ 32.50$ 12,350.00$ 32.50$ 12,350.00$ 33.00$ 12,540.00$ 22.00$ 8,360.00$ 34.15$ 12,977.00$ 156 2531.503 CONCRETE CURB & GUTTER DESIGN B624 (MOD) LIN FT 60 20.00$ 1,200.00$ 35.50$ 2,130.00$ 38.00$ 2,280.00$ 38.00$ 2,280.00$ 36.00$ 2,160.00$ 26.00$ 1,560.00$ 38.35$ 2,301.00$ Contract:S.A.P. 194-020-014 / S.A.P. 010-701-004 Owner:City of Channhassen Project:CSAH 101 Improvements KHA Job No: 160511044 Schedule: A Description:BASE BID Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price BID TABULATION ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. RL LARSON EXCAVATING, INC.AMES CONSTRUCTION INC. SHAFER CONTRACTING CO., INC. 157 2531.503 CONCRETE CURB & GUTTER DESIGN D418 LIN FT 6550 16.00$ 104,800.00$ 17.75$ 116,262.50$ 18.40$ 120,520.00$ 18.50$ 121,175.00$ 18.00$ 117,900.00$ 23.50$ 153,925.00$ 19.50$ 127,725.00$ 158 2531.503 CONCRETE CURB & GUTTER DESIGN S524 LIN FT 1850 18.00$ 33,300.00$ 19.25$ 35,612.50$ 25.00$ 46,250.00$ 25.00$ 46,250.00$ 37.00$ 68,450.00$ 26.00$ 48,100.00$ 27.85$ 51,522.50$ 159 2531.618 TRUNCATED DOMES SQ FT 500 50.00$ 25,000.00$ 46.00$ 23,000.00$ 48.50$ 24,250.00$ 48.50$ 24,250.00$ 40.00$ 20,000.00$ 55.00$ 27,500.00$ 42.55$ 21,275.00$ 160 2533.503 CONC MED BAR DES SINGLE SLOPE TYPE 36A LIN FT 2150 100.00$ 215,000.00$ 59.00$ 126,850.00$ 120.00$ 258,000.00$ 98.50$ 211,775.00$ 64.00$ 137,600.00$ 64.00$ 137,600.00$ 126.00$ 270,900.00$ 161 2533.503 CONC MED BAR DES SGL SLOPE TYPE 36A STEP LIN FT 190 100.00$ 19,000.00$ 186.00$ 35,340.00$ 250.00$ 47,500.00$ 358.00$ 68,020.00$ 169.00$ 32,110.00$ 165.00$ 31,350.00$ 262.50$ 49,875.00$ 162 2533.503 PORTABLE PRECAST CONC BARRIER DES 8337 LIN FT 300 20.00$ 6,000.00$ 16.00$ 4,800.00$ 14.50$ 4,350.00$ 14.50$ 4,350.00$ 16.00$ 4,800.00$ 15.00$ 4,500.00$ 18.15$ 5,445.00$ 163 2540.602 RELOCATE MAIL BOX EACH 17 100.00$ 1,700.00$ 105.00$ 1,785.00$ 105.00$ 1,785.00$ 105.00$ 1,785.00$ 105.00$ 1,785.00$ 105.00$ 1,785.00$ 110.25$ 1,874.25$ 164 2540.603 TIMBER RAILING LIN FT 178 105.00$ 18,690.00$ 198.00$ 35,244.00$ 176.00$ 31,328.00$ 98.00$ 17,444.00$ 180.00$ 32,040.00$ 176.00$ 31,328.00$ 116.00$ 20,648.00$ 165 2545.502 LIGHTING UNIT TYPE SPECIAL EACH 6 5,500.00$ 33,000.00$ 5,000.00$ 30,000.00$ 5,200.00$ 31,200.00$ 5,172.00$ 31,032.00$ 5,000.00$ 30,000.00$ 4,975.00$ 29,850.00$ 5,250.00$ 31,500.00$ 166 2545.502 LIGHTING UNIT TYPE SPECIAL 1 EACH 1 7,000.00$ 7,000.00$ 3,650.00$ 3,650.00$ 7,000.00$ 7,000.00$ 6,679.00$ 6,679.00$ 3,600.00$ 3,600.00$ 3,590.00$ 3,590.00$ 3,800.00$ 3,800.00$ 167 2545.502 LIGHTING UNIT TYPE SPECIAL 2 EACH 6 1,500.00$ 9,000.00$ 1,230.00$ 7,380.00$ 1,050.00$ 6,300.00$ 1,141.00$ 6,846.00$ 1,200.00$ 7,200.00$ 1,220.00$ 7,320.00$ 1,300.00$ 7,800.00$ 168 2545.502 LIGHT FOUNDATION DESIGN E MODIFIED EACH 11 1,000.00$ 11,000.00$ 910.00$ 10,010.00$ 1,050.00$ 11,550.00$ 1,046.00$ 11,506.00$ 900.00$ 9,900.00$ 900.00$ 9,900.00$ 945.00$ 10,395.00$ 169 2545.502 SERVICE CABINET EACH 2 6,000.00$ 12,000.00$ 2,925.00$ 5,850.00$ 5,000.00$ 10,000.00$ 4,939.00$ 9,878.00$ 2,900.00$ 5,800.00$ 2,890.00$ 5,780.00$ 3,050.00$ 6,100.00$ 170 2545.502 SERVICE EQUIPMENT EACH 2 1,500.00$ 3,000.00$ 860.00$ 1,720.00$ 1,200.00$ 2,400.00$ 1,104.00$ 2,208.00$ 900.00$ 1,800.00$ 850.00$ 1,700.00$ 895.00$ 1,790.00$ 171 2545.502 EQUIPMENT PAD EACH 2 1,500.00$ 3,000.00$ 1,065.00$ 2,130.00$ 1,800.00$ 3,600.00$ 1,875.00$ 3,750.00$ 1,100.00$ 2,200.00$ 1,050.00$ 2,100.00$ 1,110.00$ 2,220.00$ 172 2545.502 HANDHOLE EACH 4 950.00$ 3,800.00$ 760.00$ 3,040.00$ 610.00$ 2,440.00$ 611.50$ 2,446.00$ 750.00$ 3,000.00$ 750.00$ 3,000.00$ 800.00$ 3,200.00$ 173 2545.503 0.75" RIGID STEEL CONDUIT LIN FT 130 11.00$ 1,430.00$ 12.15$ 1,579.50$ 10.50$ 1,365.00$ 10.25$ 1,332.50$ 12.00$ 1,560.00$ 12.00$ 1,560.00$ 12.60$ 1,638.00$ 174 2545.503 0.75" NON-METALLIC CONDUIT LIN FT 130 4.50$ 585.00$ 5.05$ 656.50$ 5.00$ 650.00$ 5.00$ 650.00$ 5.00$ 650.00$ 5.00$ 650.00$ 5.25$ 682.50$ 175 2545.503 2" NON-METALLIC CONDUIT LIN FT 2550 6.00$ 15,300.00$ 5.05$ 12,877.50$ 4.60$ 11,730.00$ 4.60$ 11,730.00$ 5.00$ 12,750.00$ 5.00$ 12,750.00$ 5.25$ 13,387.50$ 176 2545.503 UNDERGROUND WIRE 1/C 6 AWG LIN FT 5750 1.60$ 9,200.00$ 1.02$ 5,865.00$ 1.10$ 6,325.00$ 1.10$ 6,325.00$ 1.00$ 5,750.00$ 1.00$ 5,750.00$ 1.05$ 6,037.50$ 177 2545.503 UNDERGROUND WIRE 1/C 8 AWG LIN FT 2875 1.35$ 3,881.25$ 0.92$ 2,645.00$ 1.00$ 2,875.00$ 0.90$ 2,587.50$ 1.00$ 2,875.00$ 0.90$ 2,587.50$ 1.00$ 2,875.00$ 178 2545.503 UNDERGROUND WIRE 1/C 10 AWG LIN FT 8800 1.15$ 10,120.00$ 0.66$ 5,808.00$ 0.75$ 6,600.00$ 0.75$ 6,600.00$ 0.65$ 5,720.00$ 0.65$ 5,720.00$ 0.70$ 6,160.00$ 179 2545.503 UNDERGROUND WIRE 1 COND 12 AWG LIN FT 950 1.00$ 950.00$ 0.51$ 484.50$ 0.85$ 807.50$ 0.85$ 807.50$ 0.50$ 475.00$ 0.50$ 475.00$ 0.60$ 570.00$ 180 2545.602 INSTALL HANDHOLE EACH 2 400.00$ 800.00$ 435.00$ 870.00$ 400.00$ 800.00$ 388.00$ 776.00$ 430.00$ 860.00$ 430.00$ 860.00$ 455.00$ 910.00$ 181 2545.602 INSTALL LIGHTING UNIT EACH 6 500.00$ 3,000.00$ 505.00$ 3,030.00$ 630.00$ 3,780.00$ 622.50$ 3,735.00$ 500.00$ 3,000.00$ 500.00$ 3,000.00$ 525.00$ 3,150.00$ 182 2550.602 PULL VAULT EACH 5 3,000.00$ 15,000.00$ 1,170.00$ 5,850.00$ 1,500.00$ 7,500.00$ 1,605.00$ 8,025.00$ 1,150.00$ 5,750.00$ 1,150.00$ 5,750.00$ 1,225.00$ 6,125.00$ Contract:S.A.P. 194-020-014 / S.A.P. 010-701-004 Owner:City of Channhassen Project:CSAH 101 Improvements KHA Job No: 160511044 Schedule: A Description:BASE BID Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price BID TABULATION ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. RL LARSON EXCAVATING, INC.AMES CONSTRUCTION INC. SHAFER CONTRACTING CO., INC. 183 2554.503 PERMANENT BARRICADES LIN FT 48 35.00$ 1,680.00$ 86.00$ 4,128.00$ 35.00$ 1,680.00$ 35.00$ 1,680.00$ 85.00$ 4,080.00$ 85.00$ 4,080.00$ 40.00$ 1,920.00$ 184 2554.615 IMPACT ATTENUATOR ASSEMBLY 1 5,000.00$ 5,000.00$ 14,100.00$ 14,100.00$ 14,000.00$ 14,000.00$ 2,200.00$ 2,200.00$ 14,000.00$ 14,000.00$ 14,000.00$ 14,000.00$ 15,000.00$ 15,000.00$ 185 2557.503 WIRE FENCE DESIGN SPECIAL VINYL COATED (P) LIN FT 275 90.00$ 24,750.00$ 40.50$ 11,137.50$ 55.00$ 15,125.00$ 56.75$ 15,606.25$ 55.00$ 15,125.00$ 55.00$ 15,125.00$ 57.75$ 15,881.25$ 186 2557.503 WIRE FENCE DESIGN 72V-9322 LIN FT 180 50.00$ 9,000.00$ 35.50$ 6,390.00$ 35.00$ 6,300.00$ 36.00$ 6,480.00$ 35.00$ 6,300.00$ 35.00$ 6,300.00$ 36.75$ 6,615.00$ 187 2557.603 WOVEN WIRE FENCE LIN FT 1560 10.00$ 15,600.00$ 30.50$ 47,580.00$ 8.00$ 12,480.00$ 8.30$ 12,948.00$ 8.00$ 12,480.00$ 8.00$ 12,480.00$ 8.40$ 13,104.00$ 188 2563.601 TRAFFIC CONTROL SUPERVISOR LUMP SUM 1 25,000.00$ 25,000.00$ 19,200.00$ 19,200.00$ 10,000.00$ 10,000.00$ 67,314.00$ 67,314.00$ 19,000.00$ 19,000.00$ 25,000.00$ 25,000.00$ 30,000.00$ 30,000.00$ 189 2563.601 TRAFFIC CONTROL LUMP SUM 1 90,000.00$ 90,000.00$ 71,200.00$ 71,200.00$ 69,650.00$ 69,650.00$ 219,651.00$ 219,651.00$ 70,000.00$ 70,000.00$ 100,000.00$ 100,000.00$ 87,069.50$ 87,069.50$ 190 2563.601 ALTERNATE PEDESTRIAN ROUTE LUMP SUM 1 20,000.00$ 20,000.00$ 8,600.00$ 8,600.00$ 11,500.00$ 11,500.00$ 1,500.00$ 1,500.00$ 8,500.00$ 8,500.00$ 25,000.00$ 25,000.00$ 1,875.00$ 1,875.00$ 191 2563.615 IMPACT ATTENUATOR ASSEMBLY 2 5,000.00$ 10,000.00$ 2,525.00$ 5,050.00$ 2,200.00$ 4,400.00$ 2,200.00$ 4,400.00$ 2,500.00$ 5,000.00$ 5,000.00$ 10,000.00$ 2,310.00$ 4,620.00$ 192 2564.502 INSTALL SIGN PANEL TYPE C EACH 3 250.00$ 750.00$ 101.00$ 303.00$ 50.00$ 150.00$ 50.00$ 150.00$ 100.00$ 300.00$ 100.00$ 300.00$ 52.50$ 157.50$ 193 2564.502 INSTALL SIGN TYPE D EACH 2 400.00$ 800.00$ 680.00$ 1,360.00$ 350.00$ 700.00$ 350.00$ 700.00$ 675.00$ 1,350.00$ 675.00$ 1,350.00$ 367.50$ 735.00$ 194 2564.502 OBJECT MARKER TYPE X4-2 EACH 6 90.00$ 540.00$ 76.00$ 456.00$ 75.00$ 450.00$ 75.00$ 450.00$ 75.00$ 450.00$ 75.00$ 450.00$ 78.75$ 472.50$ 195 2564.502 OBJECT MARKER TYPE X4-11 EACH 2 90.00$ 180.00$ 176.00$ 352.00$ 100.00$ 200.00$ 100.00$ 200.00$ 175.00$ 350.00$ 175.00$ 350.00$ 105.00$ 210.00$ 196 2564.518 SIGN PANELS TYPE C SQ FT 567 45.00$ 25,515.00$ 73.00$ 41,391.00$ 55.00$ 31,185.00$ 55.00$ 31,185.00$ 72.25$ 40,965.75$ 72.25$ 40,965.75$ 57.75$ 32,744.25$ 197 2565.603 1.25" NON-METALLIC CONDUIT LIN FT 12000 13.00$ 156,000.00$ 4.55$ 54,600.00$ 4.20$ 50,400.00$ 4.10$ 49,200.00$ 4.50$ 54,000.00$ 4.50$ 54,000.00$ 4.75$ 57,000.00$ 198 2565.603 2/C#12 TYPE UF LIN FT 12000 0.25$ 3,000.00$ 0.87$ 10,440.00$ 0.55$ 6,600.00$ 0.55$ 6,600.00$ 1.00$ 12,000.00$ 0.85$ 10,200.00$ 0.90$ 10,800.00$ 199 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM SYSTEM 1 125,000.00$ 125,000.00$ 100,000.00$ 100,000.00$ 110,000.00$ 110,000.00$ 108,871.00$ 108,871.00$ 99,000.00$ 99,000.00$ 99,250.00$ 99,250.00$ 104,500.00$ 104,500.00$ 200 2565.616 REVISE SIGNAL SYSTEM SYSTEM 1 60,000.00$ 60,000.00$ 49,000.00$ 49,000.00$ 55,000.00$ 55,000.00$ 53,063.00$ 53,063.00$ 49,000.00$ 49,000.00$ 48,500.00$ 48,500.00$ 51,000.00$ 51,000.00$ 201 2571.524 CONIFEROUS TREE 6' HT B&B TREE 45 360.00$ 16,200.00$ 400.00$ 18,000.00$ 375.00$ 16,875.00$ 375.00$ 16,875.00$ 350.00$ 15,750.00$ 400.00$ 18,000.00$ 440.00$ 19,800.00$ 202 2571.524 DECIDUOUS TREE 4' HT BR TREE 325 280.00$ 91,000.00$ 129.00$ 41,925.00$ 85.00$ 27,625.00$ 85.00$ 27,625.00$ 90.00$ 29,250.00$ 129.00$ 41,925.00$ 145.00$ 47,125.00$ 203 2571.524 DECIDUOUS TREE 4' HT CONT TREE 325 280.00$ 91,000.00$ 150.00$ 48,750.00$ 160.00$ 52,000.00$ 160.00$ 52,000.00$ 160.00$ 52,000.00$ 150.00$ 48,750.00$ 165.00$ 53,625.00$ 204 2571.524 DECIDUOUS TREE NO 20 CONT TREE 452 400.00$ 180,800.00$ 385.00$ 174,020.00$ 335.00$ 151,420.00$ 335.00$ 151,420.00$ 330.00$ 149,160.00$ 383.00$ 173,116.00$ 425.00$ 192,100.00$ 205 2571.524 DECIDUOUS TREE 2" CAL B&B TREE 197 630.00$ 124,110.00$ 492.00$ 96,924.00$ 375.00$ 73,875.00$ 375.00$ 73,875.00$ 375.00$ 73,875.00$ 492.00$ 96,924.00$ 545.00$ 107,365.00$ 206 2571.525 DECIDUOUS SHRUB NO 5 CONT SHRUB 547 35.00$ 19,145.00$ 65.00$ 35,555.00$ 58.00$ 31,726.00$ 58.00$ 31,726.00$ 58.00$ 31,726.00$ 65.00$ 35,555.00$ 71.50$ 39,110.50$ 207 2573.501 WATER TREATMENT LUMP SUM 1 20,000.00$ 20,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 6,273.00$ 6,273.00$ 2,500.00$ 2,500.00$ 25,000.00$ 25,000.00$ 150,000.00$ 150,000.00$ 208 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM 1 5,000.00$ 5,000.00$ 11,500.00$ 11,500.00$ 6,000.00$ 6,000.00$ 7,450.00$ 7,450.00$ 20,000.00$ 20,000.00$ 25,000.00$ 25,000.00$ 15,000.00$ 15,000.00$ Contract:S.A.P. 194-020-014 / S.A.P. 010-701-004 Owner:City of Channhassen Project:CSAH 101 Improvements KHA Job No: 160511044 Schedule: A Description:BASE BID Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price BID TABULATION ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. RL LARSON EXCAVATING, INC.AMES CONSTRUCTION INC. SHAFER CONTRACTING CO., INC. 209 2573.501 EROSION CONTROL SUPERVISOR LUMP SUM 1 10,000.00$ 10,000.00$ 10,200.00$ 10,200.00$ 50,000.00$ 50,000.00$ 49,343.00$ 49,343.00$ 10,000.00$ 10,000.00$ 25,000.00$ 25,000.00$ 30,000.00$ 30,000.00$ 210 2573.502 STORM DRAIN INLET PROTECTION EACH 170 175.00$ 29,750.00$ 92.00$ 15,640.00$ 200.00$ 34,000.00$ 102.00$ 17,340.00$ 250.00$ 42,500.00$ 350.00$ 59,500.00$ 250.00$ 42,500.00$ 211 2573.502 CULVERT END CONTROLS EACH 14 500.00$ 7,000.00$ 405.00$ 5,670.00$ 200.00$ 2,800.00$ 285.00$ 3,990.00$ 250.00$ 3,500.00$ 350.00$ 4,900.00$ 250.00$ 3,500.00$ 212 2573.503 SILT FENCE; TYPE SD LIN FT 850 20.00$ 17,000.00$ 20.00$ 17,000.00$ 21.00$ 17,850.00$ 16.50$ 14,025.00$ 25.00$ 21,250.00$ 20.00$ 17,000.00$ 28.00$ 23,800.00$ 213 2573.503 SILT FENCE; TYPE MS LIN FT 14500 2.00$ 29,000.00$ 1.60$ 23,200.00$ 1.95$ 28,275.00$ 2.00$ 29,000.00$ 2.00$ 29,000.00$ 2.00$ 29,000.00$ 2.10$ 30,450.00$ 214 2573.503 FILTER BERM TYPE 5 LIN FT 2000 30.00$ 60,000.00$ 12.50$ 25,000.00$ 13.00$ 26,000.00$ 29.25$ 58,500.00$ 15.00$ 30,000.00$ 25.00$ 50,000.00$ 45.00$ 90,000.00$ 215 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 5500 4.00$ 22,000.00$ 1.66$ 9,130.00$ 3.25$ 17,875.00$ 3.30$ 18,150.00$ 6.00$ 33,000.00$ 3.00$ 16,500.00$ 3.15$ 17,325.00$ 216 2573.602 ROCK DITCH CHECK EACH 9 800.00$ 7,200.00$ 355.00$ 3,195.00$ 500.00$ 4,500.00$ 501.00$ 4,509.00$ 750.00$ 6,750.00$ 2,000.00$ 18,000.00$ 250.00$ 2,250.00$ 217 2574.507 FILTER TOPSOIL BORROW CU YD 2442 50.00$ 122,100.00$ 29.50$ 72,039.00$ 38.50$ 94,017.00$ 38.75$ 94,627.50$ 34.00$ 83,028.00$ 45.00$ 109,890.00$ 34.00$ 83,028.00$ 218 2574.508 FERTILIZER TYPE 3 POUND 4520 1.00$ 4,520.00$ 0.66$ 2,983.20$ 0.50$ 2,260.00$ 0.50$ 2,260.00$ 0.50$ 2,260.00$ 0.60$ 2,712.00$ 0.63$ 2,847.60$ 219 2575.504 EROSION CONTROL BLANKETS CATEGORY 4N SQ YD 19500 4.00$ 78,000.00$ 1.72$ 33,540.00$ 1.45$ 28,275.00$ 1.50$ 29,250.00$ 2.00$ 39,000.00$ 1.47$ 28,665.00$ 1.54$ 30,030.00$ 220 2575.504 RAPID STABILIZATION METHOD 4 SQ YD 25000 2.50$ 62,500.00$ 1.58$ 39,500.00$ 1.45$ 36,250.00$ 1.50$ 37,500.00$ 2.00$ 50,000.00$ 1.50$ 37,500.00$ 1.58$ 39,500.00$ 221 2575.505 SEEDING ACRE 22.6 500.00$ 11,300.00$ 405.00$ 9,153.00$ 300.00$ 6,780.00$ 300.00$ 6,780.00$ 300.00$ 6,780.00$ 170.00$ 3,842.00$ 178.50$ 4,034.10$ 222 2575.505 RAPID STABILIZATION METHOD 1 ACRE 10 1,000.00$ 10,000.00$ 405.00$ 4,050.00$ 900.00$ 9,000.00$ 900.00$ 9,000.00$ 900.00$ 9,000.00$ 1,000.00$ 10,000.00$ 1,050.00$ 10,500.00$ 223 2575.508 SEED MIXTURE 25-121 POUND 300 10.00$ 3,000.00$ 4.00$ 1,200.00$ 3.15$ 945.00$ 3.20$ 960.00$ 4.00$ 1,200.00$ 3.75$ 1,125.00$ 3.94$ 1,182.00$ 224 2575.508 SEED MIXTURE 25-151 POUND 100 10.00$ 1,000.00$ 3.55$ 355.00$ 2.85$ 285.00$ 2.90$ 290.00$ 3.00$ 300.00$ 3.05$ 305.00$ 3.20$ 320.00$ 225 2575.508 SEED MIXTURE 33-261 POUND 200 10.00$ 2,000.00$ 22.50$ 4,500.00$ 21.00$ 4,200.00$ 21.00$ 4,200.00$ 21.00$ 4,200.00$ 25.31$ 5,062.00$ 26.58$ 5,316.00$ 226 2575.508 SEED MIXTURE 35-241 POUND 600 10.00$ 6,000.00$ 15.15$ 9,090.00$ 14.25$ 8,550.00$ 14.25$ 8,550.00$ 15.00$ 9,000.00$ 15.45$ 9,270.00$ 16.22$ 9,732.00$ 227 2575.508 HYDRAULIC BONDED FIBER MATRIX POUND 50000 1.50$ 75,000.00$ 1.68$ 84,000.00$ 0.85$ 42,500.00$ 0.85$ 42,500.00$ 0.85$ 42,500.00$ 1.50$ 75,000.00$ 1.58$ 79,000.00$ 228 2575.509 MULCH MATERIAL TYPE 3 TON 0.5 250.00$ 125.00$ 1,020.00$ 510.00$ 2,000.00$ 1,000.00$ 2,000.00$ 1,000.00$ 2,000.00$ 1,000.00$ 1,200.00$ 600.00$ 1,260.00$ 630.00$ 229 2575.523 WATER M GALLON 500 30.00$ 15,000.00$ 40.00$ 20,000.00$ 30.00$ 15,000.00$ 30.00$ 15,000.00$ 30.00$ 15,000.00$ 20.00$ 10,000.00$ 21.00$ 10,500.00$ 230 2575.523 RAPID STABILIZATION METHOD 3 M GALLON 150 750.00$ 112,500.00$ 505.00$ 75,750.00$ 335.00$ 50,250.00$ 335.00$ 50,250.00$ 335.00$ 50,250.00$ 350.00$ 52,500.00$ 367.50$ 55,125.00$ 231 2581.503 REMOVABLE PREFORM PAVEMENT MARKING TAPE LIN FT 4340 1.50$ 6,510.00$ 1.28$ 5,555.20$ 1.35$ 5,859.00$ 1.40$ 6,076.00$ 1.25$ 5,425.00$ 1.40$ 6,076.00$ 1.45$ 6,293.00$ 232 2581.603 REMOVABLE PREFORMED PLASTIC MASK (BLACK) LIN FT 450 2.50$ 1,125.00$ 2.22$ 999.00$ 2.20$ 990.00$ 2.20$ 990.00$ 2.20$ 990.00$ 3.00$ 1,350.00$ 2.35$ 1,057.50$ 233 2581.618 REMOVABLE PREFORMED PLASTIC MASK (BLACK) SQ FT 100 7.00$ 700.00$ 6.55$ 655.00$ 6.50$ 650.00$ 6.50$ 650.00$ 6.50$ 650.00$ 10.00$ 1,000.00$ 6.85$ 685.00$ 234 2582.503 4" SOLID LINE PAINT LIN FT 4820 0.25$ 1,205.00$ 0.15$ 723.00$ 0.15$ 723.00$ 0.15$ 723.00$ 0.20$ 964.00$ 0.15$ 723.00$ 15.75$ 75,915.00$ Contract:S.A.P. 194-020-014 / S.A.P. 010-701-004 Owner:City of Channhassen Project:CSAH 101 Improvements KHA Job No: 160511044 Schedule: A Description:BASE BID Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price BID TABULATION ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. RL LARSON EXCAVATING, INC.AMES CONSTRUCTION INC. SHAFER CONTRACTING CO., INC. 235 2582.503 6" SOLID LINE PAINT LIN FT 2610 0.40$ 1,044.00$ 0.26$ 678.60$ 0.25$ 652.50$ 0.25$ 652.50$ 0.30$ 783.00$ 0.25$ 652.50$ 0.26$ 678.60$ 236 2582.503 4" BROKEN LINE PAINT LIN FT 270 0.25$ 67.50$ 0.15$ 40.50$ 0.15$ 40.50$ 0.15$ 40.50$ 0.20$ 54.00$ 0.15$ 40.50$ 0.16$ 43.20$ 237 2582.503 4" DBLE SOLID LINE PAINT LIN FT 80 0.50$ 40.00$ 0.31$ 24.80$ 0.30$ 24.00$ 0.30$ 24.00$ 0.30$ 24.00$ 0.30$ 24.00$ 0.32$ 25.60$ 238 2582.503 4" SOLID LINE MULTI COMP LIN FT 23475 0.50$ 11,737.50$ 0.30$ 7,042.50$ 0.29$ 6,807.75$ 0.30$ 7,042.50$ 0.30$ 7,042.50$ 0.29$ 6,807.75$ 0.30$ 7,042.50$ 239 2582.503 6" SOLID LINE MULTI COMP LIN FT 18170 1.75$ 31,797.50$ 0.44$ 7,994.80$ 0.43$ 7,813.10$ 0.45$ 8,176.50$ 0.45$ 8,176.50$ 0.43$ 7,813.10$ 0.45$ 8,176.50$ 240 2582.503 8" SOLID LINE MULTI COMP LIN FT 1005 2.75$ 2,763.75$ 1.82$ 1,829.10$ 1.80$ 1,809.00$ 1.80$ 1,809.00$ 2.00$ 2,010.00$ 1.80$ 1,809.00$ 1.89$ 1,899.45$ 241 2582.503 12" SOLID LINE MULTI COMP LIN FT 55 5.00$ 275.00$ 8.70$ 478.50$ 8.60$ 473.00$ 8.70$ 478.50$ 9.00$ 495.00$ 8.60$ 473.00$ 9.03$ 496.65$ 242 2582.503 24" SOLID LINE MULTI COMP LIN FT 410 10.00$ 4,100.00$ 9.25$ 3,792.50$ 9.20$ 3,772.00$ 9.30$ 3,813.00$ 9.00$ 3,690.00$ 9.20$ 3,772.00$ 9.66$ 3,960.60$ 243 2582.503 4" BROKEN LINE MULTI COMP LIN FT 3490 0.50$ 1,745.00$ 0.30$ 1,047.00$ 0.29$ 1,012.10$ 0.30$ 1,047.00$ 0.30$ 1,047.00$ 0.29$ 1,012.10$ 0.30$ 1,047.00$ 244 2582.503 4" DOTTED LINE MULTI COMP LIN FT 15 1.50$ 22.50$ 0.30$ 4.50$ 0.29$ 4.35$ 0.30$ 4.50$ 0.30$ 4.50$ 0.29$ 4.35$ 0.30$ 4.50$ 245 2582.503 8" DOTTED LINE MULTI COMP LIN FT 545 3.00$ 1,635.00$ 1.95$ 1,062.75$ 1.90$ 1,035.50$ 1.90$ 1,035.50$ 2.00$ 1,090.00$ 1.90$ 1,035.50$ 2.00$ 1,090.00$ 246 2582.503 4" DBLE SOLID LINE MULTI COMP LIN FT 1435 1.00$ 1,435.00$ 0.59$ 846.65$ 0.58$ 832.30$ 0.60$ 861.00$ 0.60$ 861.00$ 0.58$ 832.30$ 0.61$ 875.35$ 247 2582.518 PAVT MSSG PAINT SQ FT 172 6.00$ 1,032.00$ 4.45$ 765.40$ 4.40$ 756.80$ 4.50$ 774.00$ 5.00$ 860.00$ 4.40$ 756.80$ 4.62$ 794.64$ 248 2582.518 PAVT MSSG MULTI COMP SQ FT 1050 15.00$ 15,750.00$ 7.10$ 7,455.00$ 7.00$ 7,350.00$ 7.10$ 7,455.00$ 7.00$ 7,350.00$ 7.00$ 7,350.00$ 7.35$ 7,717.50$ 249 2582.518 CROSSWALK MULTI COMP SQ FT 2580 6.00$ 15,480.00$ 4.65$ 11,997.00$ 4.60$ 11,868.00$ 4.70$ 12,126.00$ 4.60$ 11,868.00$ 4.60$ 11,868.00$ 4.83$ 12,461.40$ 18,559,194.25$ Total Bid: 16,226,331.04$ Total Bid:18,360,672.37$ Total Bid:20,111,127.86$ Total Bid:21,499,031.12$ Total Bid:22,068,481.75$ Total Bid: 23,551,148.34$ Alternate: 1 Description:ANTI-ICING SYSTEM (CONDUIT SYSTEM ONLY) Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price 1 2100.601 ANTI-ICING SYSTEM (CONDUIT SYSTEM ONLY) LUMP SUM 1 275,000.00$ 275,000.00$ 162,000.00$ 162,000.00$ 93,000.00$ 93,000.00$ 103,894.00$ 103,894.00$ 183,338.00$ 183,338.00$ 435,500.00$ 435,500.00$ 168,000.00$ 168,000.00$ 275,000.00$ Alternate 1 Total:162,000.00$ Alternate 1 Total:93,000.00$ Alternate 1 Total:103,894.00$ Alternate 1 Total:183,338.00$ Alternate 1 Total:435,500.00$ Alternate 1 Total:168,000.00$ Alternate: 2 Description:ANTI-ICING SYSTEM (FULL SYSTEM) Item No. Spec No. Item Description Unit Contract Quantity Unit Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price Unit Bid Price Total Price 1 2100.601 ANTI-ICING SYSTEM (FULL SYSTEM) LUMP SUM 1 1,250,000.00$ 1,250,000.00$ 1,400,000.00$ 1,400,000.00$ 1,300,000.00$ 1,300,000.00$ 1,499,022.00$ 1,499,022.00$ 1,524,038.00$ 1,524,038.00$ 1,715,500.00$ 1,715,500.00$ 1,500,000.00$ 1,500,000.00$ 1,250,000.00$ Alternate 2 Total:1,400,000.00$ Alternate 2 Total:1,300,000.00$ Alternate 2 Total:1,499,022.00$ Alternate 2 Total:1,524,038.00$ Alternate 2 Total:1,715,500.00$ Alternate 2 Total:1,500,000.00$ ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. AMES CONSTRUCTION INC. ENGINEER'S ESTIMATE S.M. HENTGES & SONS INC. THE MATHIOWETZ CONSTRUCTION CO. MEYER CONTRACTING, INC. AMES CONSTRUCTION INC. RL LARSON EXCAVATING, INC. RL LARSON EXCAVATING, INC. SHAFER CONTRACTING CO., INC. SHAFER CONTRACTING CO., INC. C:\Program Files (x86)\neevia.com\docConverterPro\temp\NVDC\29F171BE-1B04-4D3A-A66E- 0B1557A3A89B\Chanhassen.4510.1.CityResolutionCSAH101_Construction_Award.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 27, 2020 RESOLUTION NO: 2020-XX MOTION BY: SECONDED BY: RESOLUTION AUTHORIZING AWARD OF THE CONSTRUCTION CONTRACT FOR COUNTY STATE AID HIGHWAY (CSAH) 101 IMPROVEMENTS FROM PIONEER TRAIL TO FLYING CLOUD DRIVE (City Project 14-08) TO S.M. HENTGES & SONS INC., INCLUDING ALTERNATE #1, IN THE AMOUNT OF $16,428,331.04. WHEREAS, the City of Chanhassen entered into a Joint Powers Agreement with Carver County on October 23, 2018 for the design and construction on Highway 101 between Pioneer Trail (CSAH 14) and Flying Cloud Drive (CSAH 61); and WHEREAS, the Joint Powers Agreement stipulates that the City has agreed to be the lead agency for the project; and WHEREAS, the Joint Powers Agreement stipulates that the County agrees to procure the necessary funds from the State of Minnesota for the project via separate agreements and transfer the funds to the City as required for the project; and WHEREAS, the City has identified the CSAH 101 Improvements as City Project 14-08; and WHEREAS, pursuant to an advertisement for bids for Project No. 14-08, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement; and Summary of Bids Bidder Base Bid Alternate #1 Alternate #2 S.M. Hentges & Sons, Inc. $16,266,331.04 $162,000.00 $1,400,000.00 Mathiowetz Construction $18,360,672.37 $93,000.00 $1,300,000.00 Meyer Contracting $20,111,127.86 $103,894.00 $1,499,022.00 Ames Construction $21,499,031.12 $183,338.00 $1,524,038.00 Shafer Contracting $22,068,481.75 $435,500.00 $1,715,500.00 RL Larson Excavating $23,551,148.34 $168,000.00 $1,500,000.00 Engineer’s Estimate $18,559,194.25 $275,000.00 $1,250,000.00 WHEREAS, Bid Alternate #1 includes underground conduit, hand holes, and other preparatory items for an automatic de-icing system; and Bid Alternate #2 includes a complete automatic de-icing system; both of which would be fully funded, operated, and maintained by the County; and C:\Program Files (x86)\neevia.com\docConverterPro\temp\NVDC\29F171BE-1B04-4D3A-A66E- 0B1557A3A89B\Chanhassen.4510.1.CityResolutionCSAH101_Construction_Award.doc WHEREAS, the County concurred with the bid award, including Alternate #1, to S.M. Hentges & Sons, Inc. at their County Board Meeting on January 21, 2020; and WHEREAS, the lowest responsible bidder, S.M. Hentges & Sons Inc., is $2,292,863.21 (12.4%) below the Engineer’s Estimate for the Base Bid. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, that the construction contract for CSAH 101 Improvements from Pioneer Trail to Flying Cloud Drive be awarded to S.M. Hentges & Sons Inc., including Alternate #1, in the amount of $16,428,331.04. Passed and adopted by the Chanhassen City Council this 27th day of January, 2020. ATTEST: Todd Gerhardt, City Manager Elise Ryan, Mayor YES NO ABSENT Capital Improvement Program City of Chanhassen, MN Contact Charlie Howley 2020 2024thru Department Street Improvements Description This project will reconstruct TH 101 from Pioneer Trail (CSAH 14) to Flying Cloud Drive (CSAH 61). This is the last section of TH 101 that needs improvements from TH 5 into the City of Shakopee. The improvements are proposed to improve safety, mobility and to plan for future growth in the region. The project is consistent with the 2007 TH 101 corridor scoping study. State and Carver County funds will be used to pay for most of the improvements. The City contribution to the project is anticipated to help pay for some environmental work, watermain improvements, corridor landscaping, trails and storm sewer improvements. The tentative schedule is to complete final design and right of way acquisition in 2019 and construction would commence in 2020. Project #ST-032 Priority n/a Justification To improve safety and mobility on TH 101. The project also plans for growth in the region. Budget Impact/Other The City would be responsible for the future maintenance of the trunk watermain and trails. UsefulLifeProjectNameTH101Imp-Pioneer Tr to Flying Cloud Dr (CSAH 61)Category Streets/Highways Type Improvement Account #2 Account #1 605-0000 Total Project Cost:$38,710,000 Account #4 Account #3 Total20202021202220232024Expenditures 32,000,00016,000,000 16,000,000Construction 16,000,000 16,000,000 32,000,000Total Prior 6,710,000 Total Total20202021202220232024FundingSources 30,000,00015,000,000 15,000,000OtherAgencyContribution 1,000,000500,000 500,000SewerUtilityFund 1,000,000500,000 500,000WaterUtilityFund 16,000,000 16,000,000 32,000,000Total Prior 6,710,000 Total 91 CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Resolution 2020XX: Award of Bids for Powers Boulevard/Lake Lucy Road Pedestrian Improvement Project Section NEW BUSINESS Item No: G.2. Prepared By George Bender, Assistant City Engineer File No: Project No. PW31a PROPOSED MOTION “The City Council approves a Joint Powers Agreement with Carver County to construct the Lake Lucy Road/Powers Boulevard Pedestrian Improvement Project, and adopts a Resolution awarding the low bid received in the amount of $743,763.10 to Valley Paving.” Approval requires a Simple Majority Vote of members present. BACKGROUND On March 26, 2018, the City Council approved a Joint Powers Agreement (JPA) with Carver County and a consultant agreement with Bolton & Menk to study two (2) pedestrian crossings along Powers Boulevard. Since that time, the terms of that JPA have been modified and a replacement JPA has been created and needs approval by the City. On June 10, 2019, the City Council approved a consultant contract for the preparation of plans and specifications for the Lake Lucy Road/Powers Boulevard crossing including construction administration. On November 12, 2019, the City Council adopted a resolution approving plans and specifications for the Lake Lucy Road/Powers Boulevard Pedestrian Improvements project and authorizing advertisement for bids. On January 7, 2020, bids were opened for the Lake Lucy Road/Powers Boulevard Pedestrian Improvement project. DISCUSSION Five bids were received and opened on January 7, 2020 at 10 AM. Valley Paving was the low bidder with a bid amount of $743,763.10. The second low bidder was GMH Asphalt with a bid amount of $744,400.60. Hence, there was a difference of only $637.50 between the two lowest bidders. The highest bid amount was $895,436.52. A summary and abstract of all of the bids has been attached. The engineer's estimate for the work was $599,507.25. The estimate's unit pricing was low on some high quantity items such as the bituminous paving, aggregate base, and curb and gutter. In discussions with the contractors, the consultant did not factor for the lower production rates associated with the pavement widening, turn lane construction, and the project phasing requirements. The consultant was also approximately $50,000 low on the cost of the RRFB CITY COUNCIL STAFF REPORTMonday, January 27, 2020SubjectResolution 2020XX: Award of Bids for Powers Boulevard/Lake Lucy Road PedestrianImprovement ProjectSectionNEW BUSINESS Item No: G.2.Prepared By George Bender, Assistant City Engineer File No: Project No. PW31aPROPOSED MOTION“The City Council approves a Joint Powers Agreement with Carver County to construct the Lake LucyRoad/Powers Boulevard Pedestrian Improvement Project, and adopts a Resolution awarding the low bid received inthe amount of $743,763.10 to Valley Paving.”Approval requires a Simple Majority Vote of members present.BACKGROUNDOn March 26, 2018, the City Council approved a Joint Powers Agreement (JPA) with Carver County and aconsultant agreement with Bolton & Menk to study two (2) pedestrian crossings along Powers Boulevard. Since thattime, the terms of that JPA have been modified and a replacement JPA has been created and needs approval by theCity.On June 10, 2019, the City Council approved a consultant contract for the preparation of plans and specifications forthe Lake Lucy Road/Powers Boulevard crossing including construction administration.On November 12, 2019, the City Council adopted a resolution approving plans and specifications for the Lake LucyRoad/Powers Boulevard Pedestrian Improvements project and authorizing advertisement for bids.On January 7, 2020, bids were opened for the Lake Lucy Road/Powers Boulevard Pedestrian Improvement project.DISCUSSIONFive bids were received and opened on January 7, 2020 at 10 AM. Valley Paving was the low bidder with a bidamount of $743,763.10. The second low bidder was GMH Asphalt with a bid amount of $744,400.60. Hence,there was a difference of only $637.50 between the two lowest bidders. The highest bid amount was $895,436.52. A summary and abstract of all of the bids has been attached.The engineer's estimate for the work was $599,507.25. The estimate's unit pricing was low on some high quantityitems such as the bituminous paving, aggregate base, and curb and gutter. In discussions with the contractors, the consultant did not factor for the lower production rates associated with the pavement widening, turn lane construction, and the project phasing requirements. The consultant was also approximately $50,000 low on the cost of the RRFB materials. The estimate was significantly off but the close bid results indicate the bid was a good representation of the cost of the work. This project in essence is about improved safety for the intersection's multimodal users. The crossing of Powers Boulevard at Lake Lucy Road links two local multiuse trails in a residential area. Issues at the crossing include: a long crossing distance of four travel lanes posted vehicular speed limits of 4550 mph with noted speeding issues from law enforcement limited sight lines due to overhanging vegetation the presence of a crest vertical curve (a hill) at the crossing location The study also noted the following: A fiveyear crash history at the crossing reveals a crash index of 1.08 and is therefore considered to be "unsafe." An analysis of the pedestrian Level Of Service (LOS) at this location reveals a LOS F in the existing condition, which means a high likelihood of pedestrian risk taking. It identified that the intersection does not meet established standards to warrant an allway stop condition or installation of a traffic signal at this time. It identified that MnDOT and Carver County pedestrian crossing guidance indicates an RRFB system or similar beacon design should be implemented for pedestrian crossing safety. In addition, City staff has received feedback from multiple users of the crossing and nearby residents concerning the safety at the intersection which included requests to construct safety improvements. While the project is $144,255.85 over the engineer's estimate and $143,763.10 over the amount in the 2019 CIP; the City will only be responsible for 50% of the overage amount due to the language in the JPA. Per the JPA, the funding for the project is split evenly 50/50 by the City and Carver County. Hence, the City will be responsible for an additional $67,356.55 over the amount identified in the 2019 CIP. The City's portion of the project is intended to be funded using municipal stateaid (MSA) funds. An update to the MSA budgeting spreadsheet has been attached to show the impact of the increase. The Carver County Board of Commissioners approved a motion on January 21, 2020, to approve a revised Joint Powers Agreement with the City of Chanhassen for the Highway 17 Safety Improvement Project. The County's approval signifies concurrence with awarding the project to the low bidder and funding for 50% of the costs. RECOMMENDATION Staff recommends approval of the JPA with Carver County and award of the construction contract to Valley Paving in the amount of $743,763.10. ATTACHMENTS: Joint Powers Agreement Bid Summary Bid Abstract Cost Split CIP Sheet StateAid Funding Projection Pedestrian Crossing Study Resolution JOINT POWERS AGREEMENT FOR CONSTRUCTION ON COUNTY STATE AID HIGHWAY 17 THIS AGREEMENT FOR CONSTRUCTION ON COUNTY STATE AID HIGHWAY 17, ("Agreement") is made and entered into as of the ______day of ___________, 2019, by and between the City of Chanhassen (“City”), and the County of Carver ("County") (each sometimes hereinafter called "Party" and both sometimes collectively "Parties") the Parties being governmental and political subdivisions of the State of Minnesota. WITNESSETH: WHEREAS, each of the Parties has the authority to construct, maintain, repair, and improve public streets within their respective jurisdictions; and WHEREAS, County State Aid Highway 17 (CSAH 17) is a duly dedicated public street, located within the corporate limits of City; and WHEREAS, the Parties desire to undertake a joint project involving an enhanced pedestrian crossing, grading, aggregate base, milling, pavement surfacing, curb & gutter, sidewalk, storm sewer, retaining walls, and other incidentals, and to share the costs of such improvement as herein provided; and WHEREAS, the authority of the Parties to enter into this Agreement is provided by Minnesota Statutes, Section 471.59. NOW, THEREFORE, in consideration of the mutual promises and covenants of each to the other contained in this Agreement and other good and valuable consideration, receipt of which is hereby acknowledged, the Parties hereto do covenant and agree as follows: ARTICLE I THE AGREEMENT Section 1.01. Purposes. The purpose of this Agreement is to define the rights and obligations of the City and the County with respect to the Project and the sharing of the costs of the Project. Section 1.02. Cooperation. The City and the County shall cooperate and use their best efforts to ensure the most expeditious implementation of the various provisions of this Agreement. The Parties agree in good faith to undertake resolution of disputes, if any, in an equitable and timely manner. The Project will be open to inspection of duly authorized representatives of the Parties at any time during normal business hours and as often as reasonably deemed necessary. Section 1.03. Relationship To Other Contracts. The City and the County acknowledge that Contract Documents will be entered into by the City on behalf of the Parties with respect to the Project, and that Change Orders or other documents may be entered into by the City on behalf of the Parties, with respect to the Project. This Agreement shall be construed so as to give the fullest Page | 2 effect to its provisions, consistent with the provisions of the other contracts and documents referred to above. Section 1.04. Term. The term of this Agreement shall be for a period commencing on the date hereof and terminating on the date the Project is completed, accepted by the Parties and all amounts owed by one Party to the other have been paid in full. Section 1.05. Recitals. The above recitals are true and correct as of the date hereof and constitute a part of this Agreement. Section 1.06 Enabling Authority. Minnesota Statutes, Section 471.59, authorizes two or more governmental units to jointly exercise any power common to the contracting Parties. ARTICLE II DEFINITIONS Section 2.01. Definitions. In this Agreement the following terms shall have the following meanings unless the context requires otherwise: (a) Agreement: this Agreement, as it may be amended, supplemented, or restated from time to time. (b) Change Order: a written order, change order or supplemental agreement to the Contractor approved in writing, which may be electronic, by both Parties hereto and signed by the County Representative on behalf of the Parties authorizing a change in the work included within the Contract Documents and/or an adjustment in the price and/or an adjustment in the construction schedule, issued after execution of the contract for the construction of the Project. (c) City: the City of Chanhassen. (d) City Representative: Charles Howley, P.E., Chanhassen City Engineer (e) City/County Costs: the direct and indirect costs of City and County employees performing services on behalf of the Project, and other incidentals. (f) Concept and Design Phase Professional Services Costs: the fees and costs for all professional services performed in concept and design phase activities for the Project. (g) Construction Phase Professional Services Costs: the fees and costs for all professional services performed in construction phase activities for the Project. (h) Contract Documents: drawings; Engineers Estimate; specifications; general and special conditions; addenda, if any; Change Orders; and the construction contract for the Project; approved by the Parties, or their respective representatives. Page | 3 (i) Contractor: the person or entity that is awarded the contract for the construction of the Project. (j) County: Carver County. (k) County Representative: Lyndon Robjent, P.E., Carver County Engineer. (l) Engineers Estimate: the professional engineer’s opinion of probable cost prior to the bidding of the Project, which encompasses all projected costs tabulated for each Party. (m) Project: grading, aggregate base, bituminous surfacing, concrete surfacing, curb & gutter, sidewalk, storm sewer, lighting, pedestrian beacon and other incidentals in order to construct the road project as generally depicted in Exhibit A- Project Layout. (n) Project Costs: all costs for and associated with the construction of the Project, excluding Concept and Design Phase Professional Services Costs, Construction Phase Professional Services Costs, and City/County Costs. (o) Project Location: CSAH 17 at the intersection of Lake Lucy Road, as generally depicted in Exhibit A. (p) Uncontrollable Circumstances: the occurrence or non-occurrence of acts or events beyond the reasonable control of the Party relying thereon, and not the result of willful or negligent action or inaction of the Party claiming the event as an Uncontrollable Circumstance, that materially adversely affects the performance of the Party claiming the event as an Uncontrollable Circumstance including but not limited to the following: (1) Acts of God, including, but not limited to floods, ice storms, blizzards, tornadoes, landslides, lighting and earthquakes (but not including reasonably anticipated weather conditions for the geographic area), riots insurrections, war or civil disorder affecting the performance of work, blockades, power or other utility failure, and fires or explosions. (2) The adoption of or change in any federal, state, or local laws, rules, regulations, ordinances, permits, or licenses, or changes in the interpretation of such laws, rules, regulations, ordinances, permits, or licenses by a court or public agency having appropriate jurisdiction after the date of the execution of this Agreement. (3) A suspension, termination, interruption, denial, or failure of renewal of any permit, license, consent, authorization, or approval essential to the construction of the Project. Page | 4 (4) Orders and/or judgment of any federal, state, or local court, administrative agency, or governmental body, provided, however, that the contesting in good faith by such Party of any such order and/or judgment shall not constitute or be construed to constitute a willful or negligent action or inaction of such Party. (5) Strikes or other such labor disputes shall not be considered an Uncontrollable Circumstance, unless such strike or labor dispute involves persons with whom the Parties have no employment relationship and the Parties, or either of them, cannot, using best efforts, obtain substitute performance. ARTICLE III ALLOCATION OF DUTIES Section 3.01. Concept and Design Phase Activities. Concept and design phase activities, including, but not limited to, field surveys, right of way plats, design, engineering, right of way acquisition, and other matters, shall be completed by the Parties as follows: City will complete all concept and design phase activities of the Project and procure necessary Concept and Design Phase Professional Services. It is mutually agreed upon that County staff will need to be involved in giving direct input and direction to City’s consultant for the design. Section 3.02. Construction Phase Activities. Construction phase activities, including, but not limited to, the bid process, preparation of contract documents, awarding of contract, construction inspection and surveying and other matters, shall be completed by the Parties as follows: City will complete all construction phase activities of the Project and procure necessary Construction Phase Professional Services. Section 3.03. Contract Award. The Contract Documents shall be approved in writing, which may be electronic, by the Parties prior to the solicitation of bids. In accordance with the applicable provisions of Minnesota Statutes, City will cause bids to be received by it for the construction of the Project and, subject to approval by the County if the low responsible bidder is more than the Engineers Estimate, shall award the contract for the construction of the Project to the lowest responsible bidder. Section 3.04. Project Construction. Subject to Uncontrollable Circumstances, the Parties shall cause the Project to be constructed in accordance with the Contract Documents. The County shall have the right to review and approve of any proposed changes to the plans and specifications as they relate to County’s cost participation prior to the work being performed. The County shall have final review and inspection of the work prior to the roadway opening, improvements put into Page | 5 operation and the project being accepted as complete. Section 3.05. Maintenance Upon Project Completion and Final Acceptance. Highway maintenance shall be completed by the Parties, upon project completion and final acceptance of the Project, as follows: The Parties agree to enter into a separate highway maintenance agreement for routine highway maintenance responsibilities, as may be amended from time to time. The City will perform all maintenance responsibilities on all streets under the City jurisdiction. ARTICLE IV PROJECT COST SHARING Section 4.01. Allocation. (a) The Project Costs for all items shall be divided between the City and County as follows: The County and City agree to evenly split (50% County/ 50% City) all Project Costs. The City agrees to transfer property or grant easement rights to the County of City owned property needed for the Project at no cost to the County. The City agrees to pay for all City requested improvements that are included in the Project, that the County does not deem necessary to carry out the scope of the Project. The Engineers Estimate and any Change Orders will show such City requested improvement costs for City approval. (b) The Concept and Design Phase Professional Services Costs for all items shall be divided between the Parties as follows: The County and City agree to evenly split (50% County/ 50% City) all Concept and Design Phase Professional Services Costs. (c) The Construction Phase Professional Services Costs for all items shall be divided between the Parties as follows: The County and City agree to evenly split (50% County/ 50% City) all Construction Phase Professional Services Costs. (d) All other costs including, but not limited to City/County Costs, shall be allocated between the Parties as follows: The County and City agree not to bill each other for direct and indirect internal staff costs for the Project. Section 4.02. Payments to Contractor. The City shall make partial progress payments to the Contractor and, upon approval of both Parties hereto, the final payment to the Contractor in Page | 6 accordance with the Contract Documents. The designated County Representative shall have the right to approve of any Change Orders prepared by the City that affect the County’s share of the construction cost. The County further agrees that it will participate in the settlement of any claim from the City's contractor for the Project that involve delays attributable to unreasonable delays in approval by the County for plan or specification changes deemed necessary by the City Engineer or staff. The amount of the County’s participation in any such claim shall be commensurate with the percentage of delay directly attributable to County’s actions. Section 4.03. Adjustments and Reconciliation. To the extent that the actual value of any item included in an invoice cannot be accurately determined at the time of submission of the invoice, such item shall be invoiced on an estimated basis and an adjustment shall be made to reflect the difference between such estimated amount and the actual amount of such item on the next invoice after determination of the actual amount. Prior to final acceptance of the Project, the designated City representative shall provide County with a reconciliation of all costs for the Project and the respective contributions of the Parties for the review and approval of the Parties. Section 4.04. Exclusive Responsibility. All aspects of application for State of Minnesota for State and Federal Funds and the grant thereof by the State, are the exclusive responsibility of the County, including but not limited to the investment, expenditure, and allocation of such funds. It is specifically agreed that any interest on the investment of any such funds is the sole property of the County, to use as the County shall see fit. Section 4.05. Payment to County. The City agrees to reimburse the County for costs incurred, pursuant to Section 4.01. Unless previously deposited as provided herein, the City is responsible to pay these monies to the County within thirty (30) days of being invoiced for costs incurred or services performed. Costs will be invoiced at the completion of each Project phase and upon final acceptance of the Project by the Parties, unless an alternate schedule is mutually agreed upon in writing by the authorized representatives of the Parties. Section 4.06. Payment to City. The County agrees to reimburse the City for costs incurred, pursuant to Section 4.01. The County is responsible to pay these monies to the City within thirty (30) days of being invoiced for costs incurred or services performed. Costs will be invoiced at the completion of each Project phase and upon final acceptance of the Project by the Parties, unless an alternate schedule is mutually agreed upon in writing by the authorized representatives of the Parties. ARTICLE V GENERAL PROVISIONS Section 5.01. Notices. All notices or communications required or permitted pursuant to this Agreement shall be either hand delivered or mailed to City and County, certified mail, return- Page | 7 receipt requested, at the following address: City: Charles Howley City Engineer City of Chanhassen 7700 Market Blvd. Chanhassen, MN 55317 County: Lyndon Robjent, PE County Engineer Carver County Public Works 11360 Hwy 212 West, Suite 1 Cologne, MN 55322 Either Party may change its address or authorized representative by written notice delivered to the other Party pursuant to this Section 5.01. Section 5.02. Counterparts. This Agreement may be executed in more than one counterpart, each of which shall be deemed to be an original but all of which taken together shall be deemed a single instrument. Section 5.03. Survival of Terms, Representations and Warranties. The representations, warranties, covenants, and agreements of the Parties under this Agreement, and the remedies of either Party for the breach of such representations, warranties, covenants, and agreements by the other Party shall survive the execution and termination of this Agreement. The terms of Sections 3.05, 5.14, 5.15, 5.16 and 5.17 shall survive the expiration, termination or withdrawal from this Agreement. Section 5.04. Non-Assignability. Neither the City nor the County shall assign any interest in this Agreement nor shall transfer any interest in the same, whether by subcontract, assignment or novation, without the prior written consent of the other Party. Such consent shall not be unreasonably withheld. Section 5.05. Alteration. It is understood and agreed that the entire Agreement between the Parties is contained herein and that this Agreement supersedes all oral agreements and negotiations between the Parties relating to the subject matter hereof. All items referred to in this Agreement are incorporated or attached and are deemed to be part of this Agreement. Any alteration, variation, modification or waiver of the provisions of the Agreement shall be valid only after it has been reduced to writing and duly signed by all Parties. Section 5.06. Waiver. The waiver of any of the rights and/or remedies arising under the terms of this Agreement on any one occasion by any Party hereto shall not constitute a waiver or any rights and/or remedies in respect to any subsequent breach or default of the terms of this Agreement. The rights and remedies provided or referred to under the terms of this Agreement are cumulative and not mutually exclusive. Page | 8 Section 5.07. Severability. The provisions of this Agreement are severable. If any paragraph, section, subdivision, sentence, clause or phrase of this Agreement is for any reason held to be contrary to law, or contrary to any rule or regulation having the force and effect of law, such decision shall not affect the remaining portions of this Agreement. Section 5.08. Interpretation According to Minnesota Law. The Laws of the State of Minnesota shall apply to this Agreement. Section 5.09. Final Payment. Before final payment is made to the Contractor, the Contractor shall provide a certificate of compliance from the Commissioner of Revenue certifying that the Contractor and any out-of-state subcontractors have complied with the provisions of Minnesota Statutes, Section 290.92. Section 5.10. Headings. The headings to the various sections of this Agreement are inserted only for convenience of reference and are not intended, nor shall they be construed, to modify, define, limit, or expand the intent of the Parties as expressed in this Agreement. Section 5.11. Further Actions. The Parties agree to execute such further documents and take such further actions as may reasonably be required or expedient to carry out the provisions and intentions of this Agreement, or any agreement or document relating hereto or entered into in connection herewith. Section 5.12. Parties in Interest. This Agreement shall be binding upon and inure solely to the benefit of the Parties hereto and their permitted assigns, and nothing in this Agreement, express or implied, is intended to confer upon any other person any rights or remedies of any nature under or by reason of this Agreement. Section 5.13. Employees. It is further agreed that any and all full-time employees of County and all other employees of said County engaged in the performance of any work or services required or provided for herein to be performed by the County shall be considered employees of County only and not of City and that any and all claims that may or might arise under Workman’s Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third Parties as a consequence of any act or omission on the part of County employees while so engaged on any of the work or services provided to be rendered herein shall be the sole obligation and responsibility of County. It is further agreed that any and all full-time employees of City and all other employees of said City engaged in the performance of any work or services required or provided for herein to be performed by City shall be considered employees of City only and not of County and that any and all claims that may or might arise under Workman’s Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third Parties as a consequence of any act or omission on the part of said City employees which so engaged on any of the work or services to be rendered herein shall be the sole obligation and responsibility of City. Section 5.14. Indemnification. The Parties’ total liability under this Agreement shall be Page | 9 governed by Minn. Statutes, Section 471.59, Subd. 1a. Each Party agrees that it will be responsible for the acts or omissions of its officials, agents, and employees, and the results thereof, in carrying out the terms of this Agreement, to the extent authorized by law and shall not be responsible for the acts/omissions of the other Party and the results thereof. For purposes of determining total liability for damages, the participating governmental units are considered to be a single governmental unit, the total liability of which shall not exceed the limits for a single governmental unit as provided in Minn. Statutes, Section 466.04, Subd. 1. Each Party agrees to defend, hold harmless, and indemnify the other Party, its officials, agents, and employees, from any liability, loss, or damages the other Party may suffer or incur as the result of demands, claims, judgments, or cost arising out of or caused by the indemnifying Party’s negligence in the performance of its respective obligations under this Agreement. This provision shall not be construed nor operate as a waiver of any applicable limitation of liability, defenses, immunities, or exceptions by statute or common law. To the full extent permitted by law, actions by the Parties pursuant to this Agreement are intended to be and shall be construed as a "cooperative activity" and it is the intent of the Parties that they shall be deemed a "single governmental unit" for the purposes of liability, all as set forth in Minnesota Statutes, Section 471.59, Subd. la(a); provided further that for purposes of that statute, each Party to this Agreement expressly declines responsibility for the acts or omissions of the other Party. The Parties of this Agreement are not liable for the acts or omissions of the other participants to this Agreement except to the extent to which they have agreed in writing to be responsible for acts or omissions of the other Parties. Section 5.15. Records – Availability and Access A. Pursuant to Minnesota Statutes, Section 16C.05, Subd. 5, the City agrees that the County, the State Auditor, or any of their duly authorized representatives at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc., which are pertinent to the accounting practices and procedures of the City and involve transactions relating to this Agreement. City agrees to maintain these records for a period of six years from the date of termination of this Agreement. B. Pursuant to Minnesota Statutes, Section 16C.05, Subd. 5, the County agrees that the City, the State Auditor, or any of their duly authorized representatives at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc., which are pertinent to the accounting practices and procedures of the County and involve transactions relating to this Agreement. Page | 10 County agrees to maintain these records for a period of six years from the date of termination of this Agreement. Section 5.16. Data Practices. Each Party, its employees, agents, owners, partners, and subcontractors agree to abide by the provisions of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13 and implementing regulations, if applicable, and all other applicable state and federal laws, rules, regulations and orders relating to data privacy or confidentiality, and as any of the same may be amended. Section 5.17. Nondiscrimination. During the performance of this Agreement, the City and the County agree to the following: No person shall, on the grounds of race, color, religion, age, sex, disability, marital status, public assistance status, criminal record, creed or national origin be excluded from full employment right in, participation in, be denied the benefits of or be otherwise subjected to discrimination under any and all applicable Federal and State laws against discrimination. Section 5.18. Default and Withdrawal. Default in this Agreement may occur when a Party fails to perform any of the provisions of this Agreement or so fails to administer the work as to endanger the performance of the Agreement. Unless the Party’s default is excused by the non-defaulting Party, the non-defaulting Party may, upon written notice to the defaulting Party representative listed herein, cancel this Agreement in its entirety as indicated below. Any Party may withdraw from this Agreement with or without cause by providing thirty (30) days’ prior written notice to the other Parties herein. Only the governing bodies of the Participating Parties have authority to act pursuant to this provision of the Agreement. Each Party to this agreement reserves the right to withdraw from and cancel this agreement within 30 days from the opening of bids for the project in the event either or both Parties consider any or all bids unsatisfactory; the withdrawal from or cancellation of the agreement to be accomplished by either or both Parties within 30 days of opening of bids by serving a written notice thereof upon the other, unless this right is waived by both Parties in writing. Section 5.19. Third Party. This Agreement does not create any rights, claims or benefits inuring to any person that is not a Party hereto nor create or establish any third Party beneficiary. Page | 11 IN TESTIMONY WHEREOF, The Parties hereto have caused these presents to be executed. City of Chanhassen, Minnesota Mayor Date: Attest: Administrator/Clerk Date: Approved As To Form: Attorney Date: County of Carver, Minnesota County Board Chair Date: Attest: County Administrator Date: Approved As To Form: County Attorney Date: End of Project Beginning of Project Western Dr N e z P erce Dr Lake Lucy Rd ChaparralLnMu l b erry Cir DevonshireDrCarver Beach Rd Te to n L n Utica Ln Pleasant V i e w R d A s hto n Ct Utica CirRedwingLnPenamintLnTr eetopRdPeacefulLnHeatherCtB r e t t onWayVinelandCtPleasantViewCvTroendle CirUticaTer PenamintCt S trat t o n C t GoldenCtHiawatha DrMu l b erryCir EPowers BlvdÆÿ17 Highway 17 Safety Improvement Project This map w as created using a compilation of information and data from various City, County, State, and Federal offices. It is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein.1 inch = 500 feet Exhibit A Public Works D ivision11360 H wy 212, Suite 1Cologne, MN 55322(952) 466-5200Created: 6/25/2019 Project Location CITY OF CHANHASSEN POWERS BOULEVARD & LAKE LUCY ROAD PEDESTRIAN IMPROVEMENTS BID DATE: JANUARY 7, 2020 ‐ 10:00 AM VALLEY PAVING $743,763.10 GMH ASPHALT $744,400.60 JTS CONSTRUCTION $768,744.50 NORTHWEST ASPHALT $824,479.74 MEYER CONTRACTING $895,436.52 TOTAL AMOUNT BIDCONTRACTOR H:\CHAN\C16119073\6_Plans-Specs\B_Bid Tabulation\119073 Bid Tab.xls 1 ABSTRACT OF BIDSPOWERS BOULEVARD & LAKE LUCY ROAD PEDESTRIAN IMPROVEMENTSCITY OF CHANHASSEN, MNBMI PROJECT NO. C16.11907312345ITEMAPPROX. UNIT UNIT UNIT UNIT UNIT UNITNO. BID ITEM QUAN. UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT1 AS BUILTS1 LUMP SUM $300.00 $300.00 $3,000.00 $3,000.00 $9,495.00 $9,495.00 $2,000.00 $2,000.00 $8,500.00 $8,500.00 $7,750.00 $7,750.002 MOBILIZATION1 LUMP SUM $30,000.00 $30,000.00 $31,000.00 $31,000.00 $31,700.00$31,700.00 $20,000.00 $20,000.00 $116,550.00 $116,550.00 $43,876.38 $43,876.383 CLEARING1 TREE $500.00 $500.00 $550.00 $550.00 $363.00 $363.00 $300.00 $300.00 $500.00 $500.00 $344.00 $344.004 GRUBBING1 TREE $750.00 $750.00 $250.00 $250.00 $363.00 $363.00 $400.00 $400.00 $500.00 $500.00 $344.00 $344.005 PAVEMENT MARKING REMOVAL (STRIPING) 4,500 LIN FT $1.00 $4,500.00 $0.75 $3,375.00 $0.75 $3,375.00 $1.00 $4,500.00 $1.50 $6,750.00 $0.70 $3,150.006 PAVEMENT MARKING REMOVAL (SYMBOL) 714 SQ FT $4.00 $2,856.00$3.15 $2,249.10 $3.20 $2,284.80 $3.00 $2,142.00 $3.10 $2,213.40 $3.00 $2,142.007 REMOVE HYDRANT1 EACH $1,500.00 $1,500.00 $1,000.00 $1,000.00 $1,590.00 $1,590.00 $1,000.00 $1,000.00 $2,800.00 $2,800.00 $1,630.00 $1,630.008 REMOVE TANGENT TERMINAL 2 EACH $500.00 $1,000.00 $630.00$1,260.00 $370.00 $740.00 $500.00 $1,000.00 $400.00 $800.00 $600.00 $1,200.009 SALVAGE SIGN11 EACH $250.00 $2,750.00 $68.00 $748.00 $69.25$761.75 $50.00 $550.00 $55.00 $605.00 $65.00 $715.0010 SALVAGE MAILBOX3 EACH $150.00 $450.00 $65.00 $195.00 $63.30 $189.90 $50.00 $150.00 $70.00 $210.00 $60.00 $180.0011 REMOVE CONCRETE CURB AND GUTTER 580 LIN FT $8.00 $4,640.00 $8.50 $4,930.00 $5.50 $3,190.00 $5.00 $2,900.00 $11.00 $6,380.00 $7.60 $4,408.0012 REMOVE GUARDRAIL 900 LIN FT $10.00 $9,000.00 $4.20 $3,780.00 $11.50 $10,350.00 $4.00 $3,600.00 $5.00 $4,500.00 $4.00 $3,600.0013 REMOVE HANDRAIL 240 LIN FT $5.00 $1,200.00 $6.60 $1,584.00 $4.00 $960.00 $3.00 $720.00 $10.00 $2,400.00 $16.50 $3,960.0014 REMOVE SEWER PIPE (STORM) 30 LIN FT $100.00 $3,000.00 $32.00 $960.00 $26.50 $795.00 $20.00 $600.00 $22.00 $660.00 $29.50 $885.0015 REMOVE RETAINING WALL 240 LIN FT $40.00 $9,600.00 $9.50 $2,280.00 $10.00 $2,400.00 $30.00 $7,200.00 $10.00 $2,400.00 $42.10 $10,104.0016 REMOVE BITUMINOUS TRAIL 600 SQ YD $8.00 $4,800.00 $6.20$3,720.00 $6.00 $3,600.00 $3.00 $1,800.00 $5.00 $3,000.00 $4.60 $2,760.0017 REMOVE BITUMINOUS PAVEMENT 1,240 SQ YD $5.00 $6,200.00 $13.50 $16,740.00 $7.00 $8,680.00 $3.00 $3,720.00 $3.00 $3,720.00 $10.55 $13,082.0018 REMOVE CONCRETE WALK 350 SQ FT $2.00 $700.00 $2.50 $875.00 $2.50 $875.00 $3.00 $1,050.00 $8.00 $2,800.00 $2.25 $787.5019 COMMON EXCAVATION (EV) (P) 1,425 CU YD $18.00 $25,650.00 $23.00 $32,775.00 $41.60 $59,280.00 $15.00 $21,375.00 $18.50 $26,362.50 $44.95 $64,053.7520 AGGREGATE SURFACING, CLASS 2 55 TON $35.00 $1,925.00 $87.00$4,785.00 $48.50 $2,667.50 $50.00 $2,750.00 $24.50 $1,347.50 $82.35 $4,529.2521 AGGREGATE BASE (CV), CLASS 4 1,560 TON $22.00 $34,320.00 $23.00 $35,880.00 $8.25 $12,870.00 $40.00 $62,400.00 $23.15 $36,114.00 $38.55 $60,138.0022 AGGREGATE BASE (CV), CLASS 5 850 TON $22.00 $18,700.00 $30.00$25,500.00 $27.80 $23,630.00 $50.00 $42,500.00 $19.45 $16,532.50 $49.55 $42,117.5023 MILL BITUMINOUS SURFACE (1.5") 1,940 SQ YD $1.10 $2,134.00$5.50 $10,670.00 $4.65 $9,021.00 $8.00 $15,520.00 $2.65 $5,141.00 $4.30 $8,342.0024 TYPE SP 9.5 WEAR COURSE MIXTURE (2,B) 1,000 TON $75.00 $75,000.00 $114.00 $114,000.00 $88.90 $88,900.00 $130.00 $130,000.00 $92.50 $92,500.00 $120.00 $120,000.0025 PIPE RAILING220 LIN FT $50.00 $11,000.00 $26.00 $5,720.00 $103.30 $22,726.00 $100.00 $22,000.00 $100.00 $22,000.00 $24.00 $5,280.0026 MODULAR BLOCK RETAINING WALL 1,600 SQ FT $40.00 $64,000.00 $29.00 $46,400.00 $30.00 $48,000.00 $25.00 $40,000.00 $45.55 $72,880.00 $60.00 $96,000.0027 15" RC PIPE APRON2 EACH $800.00 $1,600.00 $1,200.00 $2,400.00 $1,810.00 $3,620.00 $1,500.00 $3,000.00 $985.00 $1,970.00 $2,540.00 $5,080.0028 15" RC PIPE SEWER DES 3006 CL V 398 LIN FT $55.00 $21,890.00 $58.00 $23,084.00 $65.20 $25,949.60 $75.00 $29,850.00 $74.90 $29,810.20 $106.60 $42,426.8029 INSTALL HYDRANT LEAD 1 EACH $3,500.00 $3,500.00 $9,300.00$9,300.00 $10,000.00 $10,000.00 $2,500.00 $2,500.00 $8,000.00 $8,000.00 $21,331.00 $21,331.0030 ADJUST GATE VALVE AND BOX 3 EACH $250.00 $750.00 $580.00 $1,740.00 $655.00 $1,965.00 $500.00 $1,500.00 $515.00 $1,545.00 $193.75 $581.2531 FURNISH AND INSTALL CASTING ASSEMBLY (STORM) 7 EACH$800.00 $5,600.00 $750.00 $5,250.00 $608.00 $4,256.00 $1,000.00 $7,000.00 $695.00 $4,865.00 $994.50 $6,961.5032 CONSTRUCT DRAINAGE STRUCTURE DESIGN 4020 15.13 LIN FT$425.00 $6,430.25 $1,500.00 $22,695.00 $500.00 $7,565.00 $250.00 $3,782.50 $315.25$4,769.73 $610.25 $9,233.0833 CONSTRUCT DRAINAGE STRUCTURE DESIGN 4022 21.64 LIN FT$425.00 $9,197.00 $650.00 $14,066.00 $590.00 $12,767.60 $250.00 $5,410.00 $393.65 $8,518.59 $1,048.50 $22,689.5434 CONSTRUCT DRAINAGE STRUCTURE DESIGN H 9.60 LIN FT $425.00 $4,080.00 $615.00 $5,904.00 $630.00 $6,048.00 $250.00 $2,400.00 $215.20 $2,065.92 $696.45 $6,685.9235 RANDOM RIPRAP CLASS III 15 CU YD $100.00 $1,500.00 $190.00 $2,850.00 $125.00 $1,875.00 $180.00 $2,700.00 $95.00 $1,425.00 $369.00 $5,535.0036 4" CONCRETE WALK 495 SQ FT $6.00 $2,970.00 $8.60 $4,257.00 $12.60 $6,237.00 $10.00 $4,950.00 $8.00 $3,960.00 $6.00 $2,970.0037 6" CONCRETE WALK 995 SQ FT $8.00 $7,960.00 $13.00 $12,935.00 $18.90 $18,805.50 $15.00 $14,925.00 $12.00 $11,940.00 $12.00 $11,940.00JTS CONSTRUCTIONElko, MNVALLEY PAVINGShakopee, MNGMH ASPHALTENGINEER'S ESTIMATEChaska, MNNORTHWEST ASPHALTShakopee, MNMEYER CONTRACTINGMaple Grove, MNH:\CHAN\C16119073\6_Plans-Specs\B_Bid Tabulation\119073 Bid Abstract.xlsPage 1 ITEMAPPROX. UNIT UNIT UNIT UNIT UNIT UNITNO. BID ITEM QUAN. UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNTJTS CONSTRUCTIONElko, MNVALLEY PAVINGShakopee, MNGMH ASPHALTENGINEER'S ESTIMATEChaska, MNNORTHWEST ASPHALTShakopee, MNMEYER CONTRACTINGMaple Grove, MN38 TRUNCATED DOMES 118 SQ FT $65.00 $7,670.00 $49.00 $5,782.00 $64.30 $7,587.40 $40.00 $4,720.00 $65.00 $7,670.00 $55.00 $6,490.0039 CONCRETE CURB AND GUTTER, DESIGN B424 1,675 LIN FT$15.00 $25,125.00 $26.00 $43,550.00 $27.65 $46,313.75 $30.00 $50,250.00 $25.00 $41,875.00 $21.00 $35,175.0040 INSTALL SALVAGED MAILBOX 3 EACH $200.00 $600.00 $95.00 $285.00 $95.00 $285.00 $100.00 $300.00 $100.00 $300.00 $90.00 $270.0041 END TREATMENT-TANGENT TERMINAL 2 EACH $3,500.00 $7,000.00$3,300.00 $6,600.00 $3,115.00 $6,230.00 $3,000.00 $6,000.00 $3,000.00 $6,000.00$3,160.00 $6,320.0042 TRAFFIC BARRIER, DESIGN B8338 800 LIN FT $25.00 $20,000.00$26.00 $20,800.00 $19.80 $15,840.00 $20.00 $16,000.00 $20.00 $16,000.00 $24.75 $19,800.0043 TRAFFIC CONTROL1 LUMP SUM $15,000.00 $15,000.00 $24,000.00 $24,000.00 $31,045.00$31,045.00 $10,000.00 $10,000.00 $15,000.00 $15,000.00 $14,500.00 $14,500.0044 INSTALL SALVAGED SIGN 11 EACH $300.00 $3,300.00 $263.00 $2,893.00 $267.00 $2,937.00 $300.00 $3,300.00 $275.00 $3,025.00 $250.00 $2,750.0045 INSTALL SIGN PANEL TYPE C 2 EACH $400.00 $800.00 $475.00 $950.00 $480.00 $960.00 $400.00 $800.00 $310.00 $620.00 $450.00 $900.0046 INSTALL OBJECT MARKER TYPE X4-2 2 EACH $400.00 $800.00 $135.00 $270.00 $133.00 $266.00 $200.00 $400.00 $110.00 $220.00 $125.00 $250.0047 PEDESTRIAN CROSSWALK FLASHER SYSTEM 1 SYSTEM $81,000.00 $81,000.00 $126,000.00 $126,000.00 $131,490.00 $131,490.00 $140,000.00 $140,000.00 $145,000.00 $145,000.00 $119,704.00 $119,704.0048 STORM DRAIN INLET PROTECTION 7 EACH $250.00 $1,750.00 $155.00 $1,085.00 $361.00 $2,527.00 $150.00 $1,050.00 $195.00 $1,365.00 $285.55 $1,998.8549 SEDIMENT CONTROL LOG, TYPE STRAW 250 LIN FT $3.00 $750.00 $4.00 $1,000.00 $3.75 $937.50 $5.00 $1,250.00 $4.00 $1,000.00 $3.50 $875.0050 SILT FENCE, TYPE HAND INSTALLED 990 LIN FT $3.00 $2,970.00$3.00 $2,970.00 $2.95 $2,920.50 $3.00 $2,970.00 $5.00 $4,950.00 $2.80 $2,772.0051 COMMON TOPSOIL BORROW (LV) 200 CU YD $35.00 $7,000.00 $57.00$11,400.00 $50.00 $10,000.00 $30.00 $6,000.00 $34.00 $6,800.00 $60.00 $12,000.0052 TURF REINFORCEMENT MAT (CATEGORY 4) 1,400 SQ YD $12.00 $16,800.00 $13.50 $18,900.00 $13.30 $18,620.00 $14.00 $19,600.00 $18.00 $25,200.00$12.50 $17,500.0053 EROSION CONTROL BLANKET (CATEGORY 3N) 1,400 SQ YD $3.00$4,200.00 $1.65 $2,310.00 $1.65 $2,310.00 $3.00 $4,200.00 $7.00 $9,800.00 $1.40 $1,960.0054 4" DOUBLE SOLID LINE REMOVABLE PREFORMED PAVEMENT MARKING TAPE 4,110 LIN FT $1.50 $6,165.00 $1.30 $5,343.00 $1.28 $5,260.80 $3.00 $12,330.00 $2.60 $10,686.00 $1.20 $4,932.0055 6" SOLID LINE REMOVABLE PREFORMED PAVEMENT MARKING TAPE2,360 LIN FT $2.75 $6,490.00 $1.45 $3,422.00 $1.44 $3,398.40 $4.00 $9,440.00 $2.00 $4,720.00 $1.40 $3,304.0056 24" SOLID LINE PAINT 500 LIN FT $9.00 $4,500.00 $5.00 $2,500.00 $5.11 $2,555.00 $4.00 $2,000.00 $3.65 $1,825.00 $4.80 $2,400.0057 4" DOUBLE SOLID LINE PAINT 2,100 LIN FT $0.50 $1,050.00 $0.42 $882.00 $0.43 $903.00 $1.00 $2,100.00 $0.50 $1,050.00 $0.40 $840.0058 6" SOLID LINE PAINT 2,900 LIN FT $0.25 $725.00 $0.21 $609.00 $0.21 $609.00 $1.00 $2,900.00 $0.40 $1,160.00 $0.20 $580.0059 PAVEMENT MESSAGE - MULTI-COMPONENT 134 SQ FT $10.00 $1,340.00$9.50 $1,273.00 $9.40 $1,259.60 $10.00 $1,340.00 $7.60 $1,018.40 $8.80 $1,179.2060 CROSSWALK MARKING - MULTI-COMPONENT 360 SQ FT $7.00 $2,520.00 $6.20 $2,232.00 $6.25 $2,250.00 $10.00 $3,600.00 $6.00 $2,160.00 $5.90 $2,124.00TOTAL BID: $599,507.25 $743,763.10 $744,400.60 $768,744.50 $824,479.74 $895,436.52H:\CHAN\C16119073\6_Plans-Specs\B_Bid Tabulation\119073 Bid Abstract.xlsPage 2 Lake Lucy/Powers Ped Crossing Cost Split Construction Bid $743,763.10 Design fees $85,450.00 Design fee amend $5,500.00 Total $834,713.10 County 50%$417,356.55 City 50%$417,356.55 1/22/2020 MSA 1-31-20.xlsx City of Chanhassen, City # 194 Municipal State Aid Construction Fund Account Estimated Yearly Expenditures and Balances Assumes State Aid has sufficient funds to Advance Maximum Advancement $4M Year 2019 2020 2021 2022 2023 2024 2025 2026 Beginning Year Balance $10,276 -$498,400 -$2,256,609 -$3,441,582 -$2,607,343 -$1,853,507 -$2,479,682 -$3,585,469 Allocation (assume 2% adjustment annually $923,324 $941,791 $960,627 $979,839 $999,436 $1,019,425 $1,039,813 $1,060,610 Yearly Programmed Expenditure $1,432,000 $2,700,000 $2,145,600 $145,600 $245,600 $1,645,600 $2,145,600 $600,000 Projects Lake Drive Imp. (Dell to Dakota), Powers Blvd. Ped Crossing, FYA JPA with Carver County, Park Road Minnewashta Pkwy (TH 7 to south City limits), Lake Lucy TH 41 to Galpin Blvd., Lyman Blvd west of Galpin Blvd. Lyman Blvd west of Galpin Blvd Lake Drive E ( Dakota to Great Plains) Great Plains south of TH 5 Galpin Blvd. (TH 5 to north City limits)Signal Imp. On TH 41 Bluff Creek Drive (Pioneer Trail to Flying Cloud Drive) Pleasant View Road (Powers to TH 101) Market Blvd Imp. (78th to TH5) Year Ending Balance -$498,400 -$2,256,609 -$3,441,582 -$2,607,343 -$1,853,507 -$2,479,682 -$3,585,469 -$3,124,859 Lake Drive E Minnewashta Pkwy TH 41/82nd St. Signal $700,000 $100,000 Powers Blvd. Ped Crossing $420,000 FYA - JPA with Carver County $22,000 Park Road - Add'n Expense Bluff Creek Drive Pleasant View Road Market Blvd $290,000 $2,000,000 $1,500,000 $2,000,000 $600,000 Lake Lucy Road Lake Drive E. & Great Plains $700,000 $500,000 Lyman Blvd. Galpin to 41 Lyman Blvd. Galpin to 41 Lyman Blvd. Galpin to 41 Lyman Blvd. Galpin to 41 Lyman Blvd. Galpin to 41 $1,645,600 $145,600.00 $145,600.00 $145,600.00 $145,600.00 Over/Under Maximum $1,392,657 $2,146,493 $1,520,318 $414,531 $875,141 Powers Boulevard Pedestrian Crossing Study Memorandum Carver County, MN June 28, 2019 Submitted by: Bolton & Menk, Inc. 12224 Nicollet Avenue Burnsville, MN 55337 P: 952-890-0509 F: 952-890-8065 Prepared by: Bolton & Menk, Inc. Certification Certification Powers Boulevard Pedestrian Crossing Report Carver County, MN June 28, 2019 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. By: Jacob J. Bongard, P.E. PTOE License No. 52210 Date: 06/28/2019 Study Memorandum – Powers Blvd Pedestrian Crossing Improvements Page 1 Carver County, MN I. Study Introduction and Final Recommendations Carver County, in cooperation with the City of Chanhassen, is actively seeking to upgrade its pedestrian crossing facilities with various treatment options in attempt to increase pedestrian safety and mobility throughout the County. County State Aid Highway 17 (Powers Boulevard) is a minor arterial roadway that runs north-south through the City of Chanhassen, and links Trunk Highways 5 and 7. The County and City have received feedback from local residents and businesses, as well as local law enforcement, voicing concerns relating to two pedestrian crossings of Powers Boulevard, at Lake Lucy Road and Park Road, that are considered unsafe or inadequate. This study evaluates various vehicle and pedestrian oriented metrics at both locations and recommends improvements for implementation. It is recommended that center median, and overhead mounted RRFB’s with advance beacons, improved intersection lighting, and roadway alignment revisions be implemented at the Lake Lucy crossing. Park Road improvements should include a widened center median, and improved ADA facilities. The following section details the methodologies used for evaluation. II. Methodology Due to the complex nature of pedestrian crossings and the interaction between vehicles and pedestrians at these locations, safety and operations should be considered for all users. Audits on the crash history or each crossing was conducted to identify trends or issues that are currently occurring. Warrants for signal and all-way stop implementation were conducted with present day traffic volumes to assess the feasibility of installing additional traffic control at each location. Both MnDOT and Carver County have standardized pedestrian treatment selection criteria based on characteristics of the reviewed crossing locations, any recommended concepts should attempt to meet these established standards. Existing operations analysis for vehicles and pedestrians was conducted as a benchmark prior to analyzing the operational benefits or drawbacks of any considered concepts. Safety Analysis Crash data was obtained from the Minnesota Crash Mapping Analysis Tool for the last five complete years of data (2011-2015). The crash severity and type is documented for each intersection. Crash severity levels are as follows: F – Fatal A – Capacitating Injury B – Non-Capacitation Injury C – Possible Injury PDO – Property Damage Only Additional crash information was obtained from the Caver County Safety Tool, Gazer. Safety analysis results for each report are detailed below. Crash Report Details and Intersection Reports are located in Appendix A. Warrant Analysis 1. Traffic Control Signal Warrant Analysis Traffic signal warrant criteria is defined by national guidelines established to promote continuity of traffic control devices and ensure that traffic signals are installed at intersections that benefit from their use. Study Memorandum – Powers Blvd Pedestrian Crossing Improvements Page 2 Carver County, MN The MnMUTCD (Chapter 4C) states that the investigation of the need for a traffic control signal shall include an analysis of the applicable factors contained in the following traffic signal warrants: · Warrant 1: Eight-Hour Vehicular Volume · Warrant 2: Four-Hour Vehicular Volume · Warrant 3: Peak Hour · Warrant 4: Pedestrian Volume · Warrant 5: School Crossing · Warrant 6: Coordinated Signal System · Warrant 7: Crash Experience · Warrant 8: Roadway Network · Warrant 9: Intersection Near a Grade Crossing A traffic control signal should not be installed unless one or more of the warrants can be met, however the satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic signal. Furthermore, a traffic control signal should not be installed unless an engineering study indicates that the traffic control signal will improve the overall safety and operation of the intersection. Finally, the signal should not disrupt the progressive flow of traffic. Detailed warrant analysis reports can be found in Appendix B. 2. All-Way Stop Control Warrant Analysis All-way stop control can be useful as a safety measure at intersections if safety concerns exist because of high traffic volumes in multiple directions or if there is an insufficient sight distance available to see conflicting traffic on an approach to an intersection. The MnMUTCD states that the need for an all-way stop control shall be considered if one of the following conditions is met: · Condition A: Where traffic control signals are justified, an all-way stop can be installed as an interim measure. · Condition B: Five or more crashes are reported in a 12-month period. · Condition C: The volume of either vehicles or a combination of vehicles, pedestrians and bicycles entering the intersection from all approaches for any eight hours of an average day meets the minimum volume requirements set forth in section 2B.7 of the 2015 MnMUTCD. Detailed warrant analysis reports can be found in Appendix B. Pedestrian Treatment Guidance 1. MnDOT Technical Memorandum The Minnesota Department of Transportation Technical Memorandum on Pedestrian Crossing Facilities was published January 7th, 2015, This Technical Memorandum describes locations where pedestrian crossing enhancements should be provided and whether or not they should be marked or enhanced in other ways. The analysis to determine adequate pedestrian facility treatments begins by considering the location of the crossing location, pedestrian volume, vehicular volume, and roadway speed limit to identify recommended pedestrian facility treatments. The Unsignalized Marked Crosswalk Installation Flowchart and Pedestrian Facility Treatments chart can be found in Appendix C. Study Memorandum – Powers Blvd Pedestrian Crossing Improvements Page 3 Carver County, MN 2. Carver County Pedestrian Crossing Warrant Evaluation From Carver County has developed a Pedestrian Crossing Warrant Evaluation Form to determine if there is a pedestrian demand that warrants additional treatment, asses the level of risk for pedestrians at a crossing location, and to identify potential treatment options at a crossing location. The Pedestrian Crossing Warrant Evaluation form was completed for each intersection and can be found in Appendix C. Traffic Operations Analysis The operational analysis was performed using the 6th Edition Highway Capacity Manual methodology through Synchro/SimTraffic analysis software. The operational analysis results are described as a LOS ranging from A to F. These letters serve to describe a range of operating conditions for different types of facilities. Levels of Service are calculated based on the 6th Edition Highway Capacity Manual, which base the level of service on control delay. Control delay is the delay experienced by vehicles slowing down as they are approaching the intersection, the wait time at the intersection, and the time for the vehicle to speed up through the intersection and enter into the traffic stream. The average intersection control delay is a volume weighted average of delay experienced by all motorists entering the intersection on all intersection approaches for signalized and roundabout intersections. Level of Service D is commonly taken as an acceptable design year LOS. The level of service and its associated intersection delay for a signalized and unsignalized intersection is presented below in Table 1. The delay threshold for unsignalized intersections is lower for each LOS compared to signalized intersections, which accounts for the fact that people expect a higher level of service when at a stop-controlled intersection. Roundabout intersections are evaluated as unsignalized intersection. Detailed traffic operations results can be found in Appendix D. Table 1: Level of Service Criteria Signalized Intersection Unsignalized Intersection LOS Control Delay per Vehicle (sec.) Control Delay per Vehicle (sec.) A £ 10 £ 10 B >10 and £ 20 >10 and £ 15 C >20 and £ 35 >15 and £ 25 D >35 and £ 55 >25 and £ 35 E >55 and £ 80 >35 and £ 50 F >80 >50 Pedestrian Levels of Service Analysis Pedestrian Level of Service (LOS) is used as the metric to determine whether or not delays are long enough to affect the gap selection of pedestrians. LOS F represents a situation where gaps of a suitable size are not present in the traffic stream to allow for a safe crossing. In this case, pedestrians tend to select smaller than suitable gaps which may not be safe for crossing. Table 2 shows the control delay thresholds signifying different levels of service. Study Memorandum – Powers Blvd Pedestrian Crossing Improvements Page 4 Carver County, MN Table 2 - HCM Pedestrian Mode Level of Service Criteria LOS Control Delay (s/pedestrian) Comments A 0-5 Usually no conflicting traffic B 5-10 Occasionally some delay due to conflicting traffic C 10-20 Delay noticeable to pedestrians, but no inconveniencing D 20-30 Delay noticeable and irritating, increased likelihood of risk taking E 30-45 Delay approaches tolerance level, risk-taking behavior likely F >45 Delay exceeds tolerance level, high likelihood of pedestrian risk taking The 2010 Highway Capacity Manual describes the methodologies used to determine Pedestrian Control Delay. Pedestrian Level of Service evaluation details can be found in Appendix E. III. Pedestrian Crossing 1 - Lake Lucy Road The crossing of Powers Boulevard at Lake Lucy Road links two local multi-use trails in a residential area. Issues at the crossing include a long crossing distance of four travel lanes, posted speed limits of 45-50 mph with noted speeding issues from law enforcement, and limited sight lines due to overhanging vegetation and the presence of a crest curve at the crossing location. Safety Analysis An analysis of the five-year crash history at the Lake Lucy Road crossing reveals several important items; the intersection is shown to have a crash index of 1.08 and is therefore considered to be ‘unsafe.’ Additionally, right angle and left-turn crashes are a common crash type as is typical with sidestreet stop controlled intersection. While no pedestrian crashes have been reported within the last 10 years, one incapacitating right angle crash was reported in 2006. A summary of the reported crashes for the last five complete years of data can be seen in Table 3, below. Table 3: Lake Lucy Road Crash History (2011-2015) Warrant Analysis The intersection currently meets no warrants for traffic signals or all-way stop control with the existing traffic volumes. Pedestrian Treatment Guidance MnDOT guidance suggests that no marked crossing be implemented, rather, a pedestrian hybrid beacon, pedestrian signal, or pedestrian underpass or overpass should be installed. Traffic calming measures should be considered to reduce traffic speeds. Carver County standards suggest two options; the construction of curb extensions and/or a median refuge island, side mounted and overhead pedestrian activated RRFB system with F A B C PDO Right Angle Crashes Left Turn Crashes Rear End Crashes Other 2011 1 1 1 1 2 2012 3 1 2 3 2013 0 2014 4 2 2 4 2015 1 1 1 Total 0 0 0 1 9 3 1 1 5 10 Powers at Lake Lucy TotalIntersection Crash Severity Crash Type Year Study Memorandum – Powers Blvd Pedestrian Crossing Improvements Page 5 Carver County, MN advance beacons; or the installation of a HAWK, traffic signal, or pedestrian over/underpass may be considered. Concept Development An overhead, side mounted and advanced warning RRFB system was selected as the active pedestrian treatment in addition to a median refuge island based on criteria from MnDOT and Carver County. Three alternatives were then considered related to the roadway geometry. Concept 1 maintains the existing lane geometry but includes an eight-foot-wide median refuge island at the crossing location. This concept reduces lane widths at the intersection to 11 feet, however, impacts due to the required widening to the east are substantial. Concept 2 proposes the construction of a median refuge island in place of the existing southbound left turn lane and converting the southbound through lane to a through-left lane. This option would not require widen of the roadway. Concept 3 proposes a similar scenario but converts the southbound lane configuration to a left turn lane and a through-right lane and shoulder widening to west. Concepts development figures can be found in Appendix F. Traffic Operations Analysis - Concept 1: This option maintains the existing lane configurations on both approaches and operations are therefore unchanged from existing conditions. - Concept 2: Converting the southbound through lane to a through-left creates an increased queue presence in the through-left lane during both peak hours. Additionally, the presence of queues in the through lane is cause for safety concerns on the vertical crest curve. - Concept 3: Converting the southbound right turn lane to a through-right lane is shown to have little to no effect on operations on the southbound approach. Pedestrian Levels of Service Analysis The results of the pedestrian LOS analysis are detailed in Table 4. Table 4: Lake Lucy Road Pedestrian LOS Analysis Concept AM Peak PM Peak Existing 385 – F 661 - F Concept 1 18 – C 21 – D Concept 2 14 – C 18 – C Concept 3 19 - C 22 - C - Concept 1: This option offers an acceptable pedestrian delay similar to Concept 3 but has the longest crossing distance. - Concept 2: Concept 2 offers the largest refuge island and the shortest crossing distance; pedestrian delays are the lowest of the three options. - Concept 3: This option offers the highest pedestrian delays of the considered options. It should be noted that all three options offer greatly reduced delays from the existing configuration. Recommended Concept and Cost Study Memorandum – Powers Blvd Pedestrian Crossing Improvements Page 6 Carver County, MN The recommended concept for the Lake Lucy Road crossing was developed in conjunction with City and County staff. Concept 1 was the basis for the recommended design as it has no impact on vehicle operations and greatly improves pedestrian safety and operations. The concept features a 10’ refuge median, full 12’ lane widths with no change in lane configuration on either approach, an adjusted alignment on Powers Blvd, and an overhead, side mounted, and advanced warning RRFB system. Notable impacts are present on the east side of Powers Blvd, with several feet of widened pavement, relocated guardrail, and several impacted or new drainage structures. Some widening and guardrail work is required on the northwest corner of the intersection also. Existing signing on both the north and south approaches should be relocated to achieve uniform sign progression with the addition of the advance warning beacons. The estimated cost for the recommended concept is approximately $550,000. The recommended layout and associated cost estimate can be found in Appendix G. IV. Pedestrian Crossing 2 - Park Road The crossing of Powers Boulevard at Park Road is in a commercial/industrial area. Powers Boulevard is a four-lane divided section here, with posted speeds of 40 mph. A nearby business, IWCO Direct, has facilities on both sides of Powers Boulevard, and employees often cross Powers Blvd traveling between buildings. A rectangular rapid flashing beacon (RRFB) has been installed at the location, with beacons on either side of the roadway, in the center median, and in advance of the crossing. However, the width of the median is inadequate to provide refuge to be considered a two- stage crossing. The full crossing distance of six lanes of traffic and the median makes the crossing difficult even with the assistance of the RRFB system. Safety Analysis An analysis of the five-year crash history at the Park Road crossing shows that the intersection has a crash index of 1.21, well above the safe/unsafe threshold of 1.0. While no fatal or severe injury pedestrian or vehicular crashes have been reported within a 10-year history, rear end collisions are commonly observed here. A summary of the reported crashes for the last five complete years of data can be seen in Table 5, below. Table 5: Park Road Crash History (2011-2015) Warrant Analysis The intersection meets warrants 2 and 3 for traffic signals with the existing traffic volumes. All-way stop control warrants are not met with the existing traffic volumes. Pedestrian Treatment Guidance MnDOT guidance suggests the construction of a raised median refuge area and/or curb extensions if possible, a marked crosswalk with appropriate crossing signage along with a pedestrian activated device such as an RRFB for this crossing based on the volume and roadway width characteristics. Carver County standards suggest two options; the construction of curb extensions and/or a F A B C PDO Right Angle Crashes Left Turn Crashes Rear End Crashes Head On Other 2011 1 1 2 2 2012 1 1 1 2013 1 2 1 1 1 3 2014 2 1 1 2 2015 1 2 1 2 3 Total 0 0 2 2 7 3 1 5 1 1 11 Powers at Park Rd TotalIntersection Crash Severity Crash Type Year Study Memorandum – Powers Blvd Pedestrian Crossing Improvements Page 7 Carver County, MN median refuge island, and side mounted pedestrian activated RRFB system with advance beacons; or the previously mentioned treatments in addition to an overhead RRFB system. Concept Development Several configurations of overhead RRFB systems were considered as advised by the Carver County criteria. The potential layouts include mast arms placed in the boulevard or a twin mast arm placed within the median. Pedestrian crossing geometry focused on creating an adequate median width to qualify for an area of pedestrian refuge so that a two-stage crossing can take place. Three alternatives were then considered pertaining to the roadway geometry. Concept 1 proposed reducing the lane widths at the crossing on both the northbound and southbound approaches to achieve the maximum median width without impacting the curb and gutter on the outermost edges of the roadway. This treatment would offer the largest median (13’) and the shortest crossing distances, however, this option has the greatest impact to pavement markings, median curb and gutter, and median pavement. Concept 2 proposes reduction of northbound lane widths which yields a median width of 10’. Concept 3 proposes the reduction of southbound lane widths which yields the smallest refuge width of eight feet and therefore offers the longest crossing distance, but the least impacts to the existing curb and gutter. Concepts development figures can be found in Appendix F. Traffic Operations Analysis Due to the three considered options all proposing the same lane configurations, there is no impact of traffic operations with any of the alternatives. Pedestrian Levels of Service Analysis Pedestrian operations for all three considered concepts are very similar and are all an improvement to the existing delays at the crossing. The only differentiating factor between the options is the refuge island width. The wider the median width, the shorter the crossing distance becomes, therefore increasing the safety of the crossing and decreasing delay on that crossing. Concept 1 offers the lowest level of pedestrian delay, while Concept 3 offers the highest pedestrian delay. It should be noted that the differences in delays between the options is minimal. Recommended Concept and Cost The recommended concept for the Park Road crossing was developed in conjunction with City and County staff. Concept 1 was ultimately selected as the recommended design as it offers the lowest pedestrian delays and provides the highest level of pedestrian safety. Existing push button activated RRFB’s shall be relocated to meet ADA requirements with the new pedestrian ramps and the refuge island RRFB will be fitted with a push button for two- stage crossings. Overhead RRFB layouts were ultimately rejected due to clear zone concerns as well as the added cost of the mast arms and pole foundations. The estimated cost for the recommended concept is approximately $200,000. The recommended layout and associated cost estimate can be found in Appendix G. Appendix A Safety Analysis CSAH 17 & Lake Lucy Road (Intersection 185) Intersection Report (2011-2015, 5 Year)February 2018 Intersection Characteristics Traffic Control Device Thru / stop Roads County Road 17 & Lake Lucy Road Entering Daily Volume 13,000 Volume on Highest Leg 13,100 Max Speed 50 Environment Urban Greensheet Classification Urban Thru/Stop 2011 2012 2013 2014 2015 Fatal 0 0 0 0 0 Incapacitating 0 0 0 0 0 Non-Incapacitating 0 0 0 0 0 Possible 1 0 0 0 0 Property Damage 1 3 0 5 1 Crash Cost $90,600 $22,800 $0 $38,000 $7,600 Crash Summary All Crashes Fatal & Serious Crashes Total Crashes:11 0 Crash Rate:0.46 0.00 State Avg Crash Rate:0.18 0.33 Critical Index:1.08 0.00 HO/SSO: Head On/Sideswipe Opp. RA: Right Angle LT: Left Turn RE: Rear End Crash Detail Report Powers at Lake Lucy Rd Report Version 1.0 March 2010 CHANHASSEN 05/26/2011 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 004+00.067 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 2 LANES UNDIV 2_WAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION STOP SIGN OTHER 50 OTHER CONFIDENT 3.00 111510110 CARVER 0724 W PARKED SPORT UNTILITY VEHICLE 18 F NORMAL FAIL TO YIELD ROW NOT SPECIFIED N STRAIGHT AHEAD PASSENGER CAR 24 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED EAST STOPPED TRAFFIC SPORT UNTILITY VEHICLE 54 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED CHANHASSEN 08/30/2011 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 004+00.067 Crash ID:Date:Time: Road Char: POSSIBLE INJURY 4_6 LANES UNDIV 2_WAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLOUDY NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION NOT APPLICABLE 50 LEFT TURN INTO TRAFFIC CONFIDENT 2.00 112440101 CARVER 1354 EAST STRAIGHT AHEAD PASSENGER CAR 52 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED N LEFT TURN PASSENGER CAR 24 F NORMAL FAIL TO YIELD ROW NOT SPECIFIED 04/16/2018 Page 1 of 6MnCMAT 1.0.0 CHANHASSEN 08/05/2012 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 004+00.085 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 2 LANES UNDIV 2_WAY STRAIGHT AND LEVEL COLL W/DEER DRY DARK - STREET LIGHTS ON CLEAR NOT SPECIFIED ON ROADWAY NON-JUNCTION NOT APPLICABLE 50 RIGHT ANGLE CONFIDENT 1.00 122180111 CARVER 2115 N STRAIGHT AHEAD MOTORCYCLE 46 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED CHANHASSEN 08/15/2012 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 004+00.067 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 2 LANES UNDIV 2_WAY STRAIGHT AT HILLCREST COLL W/MV IN TRANSPORT WET DAYLIGHT CLOUDY NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION STOP SIGN OTHER 45 RIGHT ANGLE CONFIDENT 2.00 122280059 CARVER 0858 EAST LEFT TURN SPORT UNTILITY VEHICLE 19 F NORMAL FAIL TO YIELD ROW NOT SPECIFIED S STRAIGHT AHEAD PASSENGER CAR 86 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED 04/16/2018 Page 2 of 6MnCMAT 1.0.0 CHANHASSEN 11/19/2012 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 004+00.045 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE NOT SPECIFIED NOT SPECIFIED COLL W/DEER DRY DARK - UNKNOWN LIGHTING CLEAR NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED NOT APPLICABLE 45 SIDESWIPE OPPOSING CONFIDENT 1.00 123560120 CARVER 0645 N STRAIGHT AHEAD PASSENGER CAR 50 F NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED CHANHASSEN 06/08/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 05-MSAS 06400101 001+00.780 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 4_6 LANES UNDIV 2_WAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION STOP SIGN OTHER 45 RIGHT ANGLE CONFIDENT 2.00 141600060 CARVER 1409 S STRAIGHT AHEAD PASSENGER CAR 20 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED E PED. FAIL TO YIELD R/W TO TR PASSENGER CAR 37 M NORMAL FAIL TO YIELD ROW NOT SPECIFIED 04/16/2018 Page 3 of 6MnCMAT 1.0.0 CHANHASSEN 06/13/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 004+00.067 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE NOT SPECIFIED NOT SPECIFIED COLL W/MV IN TRANSPORT DRY NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED STOP SIGN OTHER NOT CODED CONFIDENT 2.00 141960097 CARVER 1400 S STRAIGHT AHEAD SPORT UNTILITY VEHICLE 57 F NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED E 00 SPORT UNTILITY VEHICLE 16 M NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED CHANHASSEN 06/13/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 004+00.067 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE NOT SPECIFIED NOT SPECIFIED COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED STOP SIGN OTHER 45 NOT CODED CONFIDENT 2.00 142480046 CARVER 1351 EAST STRAIGHT AHEAD SPORT UNTILITY VEHICLE 16 M NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED S STRAIGHT AHEAD SPORT UNTILITY VEHICLE 57 F NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED 04/16/2018 Page 4 of 6MnCMAT 1.0.0 CHANHASSEN 09/16/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 004+00.076 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 2 LANES UNDIV 2_WAY CURVE AND LEVEL COLL W/DEER DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY NON-JUNCTION NOT APPLICABLE 45 RIGHT ANGLE CONFIDENT 1.00 142590081 CARVER 1130 N STRAIGHT AHEAD SPORT UNTILITY VEHICLE 79 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED CHANHASSEN 11/18/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 10-M 06400308 000+00.000 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 2 LANES UNDIV 2_WAY STRAIGHT AND LEVEL COLL W/DEER ICE/PACKED SNOW DARK - STREET LIGHTS ON CLEAR CLEAR ON ROADWAY 4-LEGGED INTERSECTION STOP SIGN OTHER 50 OTHER CONFIDENT 1.00 143230020 CARVER 2022 N STRAIGHT AHEAD SPORT UNTILITY VEHICLE 55 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED 04/16/2018 Page 5 of 6MnCMAT 1.0.0 CHANHASSEN 02/03/2015 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 05-MSAS 06400101 001+00.780 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 2 LANES UNDIV 2_WAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT SNOW DAYLIGHT SNOW NOT SPECIFIED ON ROADWAY T-INTERSECTION STOP SIGN OTHER 40 REAR END CONFIDENT 2.00 150350119 CARVER 1337 W STRAIGHT AHEAD VAN OR MINIVAN 69 M NORMAL WEATHER SKIDDING W STOPPED TRAFFIC PASSENGER CAR 48 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED WORK AREA: COUNTY_CODE('10') - FILTER: CRASH_YEAR('2011','2012','2013','2014','2015') - SPATIAL FILTER APPLIED Selection Filter: Analyst:Notes: Michael Narow 5 years (2011-2015) 04/16/2018 Page 6 of 6MnCMAT 1.0.0 CSAH 17 (Intersection 332) Intersection Report (2011-2015, 5 Year)February 2018 Intersection Characteristics Traffic Control Device Thru / stop Roads County Road 17 & Park Road Entering Daily Volume 10,925 Volume on Highest Leg 9,600 Max Speed 40 Environment Urban Greensheet Classification Urban Thru/Stop 2011 2012 2013 2014 2015 Fatal 0 0 0 0 0 Incapacitating 0 0 0 0 0 Non-Incapacitating 0 1 0 0 1 Possible 1 0 1 0 0 Property Damage 0 1 2 2 2 Crash Cost $83,000 $177,600 $98,200 $15,200 $185,200 Crash Summary All Crashes Fatal & Serious Crashes Total Crashes:11 0 Crash Rate:0.55 0.00 State Avg Crash Rate:0.18 0.33 Critical Index:1.21 0.00 HO/SSO: Head On/Sideswipe Opp. RA: Right Angle LT: Left Turn RE: Rear End Crash Detail Report Powers at Park Report Version 1.0 March 2010 CHANHASSEN 08/11/2011 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 002+00.341 Crash ID:Date:Time: Road Char: POSSIBLE INJURY UNKNOWN STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION OTHER 40 REAR END CONFIDENT 2.00 112240141 CARVER 1742 N STOPPED TRAFFIC PASSENGER CAR 48 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED N STRAIGHT AHEAD PASSENGER CAR 71 F NORMAL DISTRACTION NOT SPECIFIED CHANHASSEN 11/01/2012 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 002+00.347 Crash ID:Date:Time: Road Char: NON-INCAPACITATING INJURY OTHER STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR CLEAR ON ROADWAY 4-LEGGED INTERSECTION OTHER 40 REAR END CONFIDENT 4.00 123060155 CARVER 1558 S STRAIGHT AHEAD SPORT UNTILITY VEHICLE 16 F NORMAL FOLLOWING TOO CLOSELY DISTRACTION S STRAIGHT AHEAD PASSENGER CAR 28 F NORMAL FOLLOWING TOO CLOSELY FOLLOWING TOO CLOSELY S STRAIGHT AHEAD PASSENGER CAR 57 M NORMAL FOLLOWING TOO CLOSELY FOLLOWING TOO CLOSELY 04/16/2018 Page 1 of 6MnCMAT 1.0.0 CHANHASSEN 12/07/2012 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 002+00.341 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE NOT SPECIFIED NOT SPECIFIED COLL W/MV IN TRANSPORT ICE/PACKED SNOW DARK - STREET LIGHTS ON SNOW NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED NOT APPLICABLE 30 OTHER CONFIDENT 2.00 130090131 CARVER 1745 SW STRAIGHT AHEAD PASSENGER CAR 57 M NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED NW STRAIGHT AHEAD PASSENGER CAR 47 M NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED CHANHASSEN 02/28/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 002+00.341 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DARK - STREET LIGHTS ON CLOUDY CLOUDY ON ROADWAY 4-LEGGED INTERSECTION STOP SIGN OTHER 40 SIDESWIPE OPPOSING CONFIDENT 2.00 130590020 CARVER 0611 EAST LEFT TURN VAN OR MINIVAN 29 M NORMAL FAIL TO YIELD ROW NOT SPECIFIED S STRAIGHT AHEAD PASSENGER CAR 21 F NORMAL FAILURE TO USE LIGHTS NOT SPECIFIED 04/16/2018 Page 2 of 6MnCMAT 1.0.0 CHANHASSEN 04/22/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 002+00.343 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 4_6 LANES UNDIV 2_WAY CURVE AND GRADE COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY T-INTERSECTION NOT APPLICABLE 45 REAR END CONFIDENT 2.00 131120044 CARVER 0803 S STRAIGHT AHEAD PASSENGER CAR 18 F NORMAL DISTRACTION NOT SPECIFIED S STRAIGHT AHEAD PASSENGER CAR 17 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED CHANHASSEN 06/13/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 002+00.341 Crash ID:Date:Time: Road Char: POSSIBLE INJURY 4_6 LANES UNDIV 2_WAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION STOP SIGN OTHER 45 LEFT TURN INTO TRAFFIC CONFIDENT 2.00 131640131 CARVER 1207 N STRAIGHT AHEAD PASSENGER CAR 25 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED S LEFT TURN SPORT UNTILITY VEHICLE 58 F NORMAL FAIL TO YIELD ROW NOT SPECIFIED 04/16/2018 Page 3 of 6MnCMAT 1.0.0 CHANHASSEN 01/30/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 002+00.341 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER DIVIDED HIGHWAY STRAIGHT AND GRADE COLL W/MV IN TRANSPORT WET DAYLIGHT SNOW NOT SPECIFIED ON ROADWAY 5 OR MORE LEG INTERSECT STOP SIGN OTHER 40 OTHER CONFIDENT 2.00 140420201 CARVER 1453 S STRAIGHT AHEAD SPORT UNTILITY VEHICLE 34 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED SE BIKE U TURN 2-AXLE TRUCK/SETP VAN 47 M NORMAL FAIL TO YIELD ROW NOT SPECIFIED CHANHASSEN 10/20/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 002+00.341 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER DIVIDED HIGHWAY CURVE AND GRADE COLL W/MV IN TRANSPORT DRY DARK - STREET LIGHTS ON CLEAR NOT SPECIFIED ON ROADWAY T-INTERSECTION STOP SIGN OTHER 40 RIGHT ANGLE CONFIDENT 2.00 142930013 CARVER 0615 S STRAIGHT AHEAD SPORT UNTILITY VEHICLE 44 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED E LEFT TURN SPORT UNTILITY VEHICLE 26 M NORMAL FAIL TO YIELD ROW NOT SPECIFIED 04/16/2018 Page 4 of 6MnCMAT 1.0.0 CHANHASSEN 11/03/2015 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 002+00.341 Crash ID:Date:Time: Road Char: NON-INCAPACITATING INJURY OTHER DIVIDED HIGHWAY STRAIGHT AND GRADE COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION OTHER 45 REAR END CONFIDENT 2.00 153070089 CARVER 1214 S BIKE SLOWING/STOPPING/START SPORT UNTILITY VEHICLE 60 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED S STRAIGHT AHEAD PASSENGER CAR 74 F NORMAL FOLLOWING TOO CLOSELY NOT SPECIFIED CHANHASSEN 11/10/2015 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 002+00.341 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 4_6 LANES UNDIV 2_WAY STRAIGHT AND GRADE COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY T-INTERSECTION STOP SIGN OTHER 40 REAR END CONFIDENT 2.00 153150013 CARVER 1820 S BIKE RIGHT TURN PASSENGER CAR 38 M NORMAL FOLLOWING TOO CLOSELY NOT SPECIFIED S STRAIGHT AHEAD SPORT UNTILITY VEHICLE 44 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED 04/16/2018 Page 5 of 6MnCMAT 1.0.0 CHANHASSEN 11/30/2015 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 04-CSAH 10000017 002+00.341 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER DIVIDED HIGHWAY STRAIGHT AND GRADE COLL W/MV IN TRANSPORT SNOW DARK - UNKNOWN LIGHTING SNOW NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION STOP SIGN OTHER 30 RIGHT ANGLE CONFIDENT 3.00 153340296 CARVER 1811 S RIGHT TURN PASSENGER CAR 40 M NORMAL WEATHER SKIDDING E STOPPED TRAFFIC PASSENGER CAR 33 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED EAST STOPPED TRAFFIC PASSENGER CAR 46 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED WORK AREA: COUNTY_CODE('10') - FILTER: CRASH_YEAR('2011','2012','2013','2014','2015') - SPATIAL FILTER APPLIED Selection Filter: Analyst:Notes: Michael Narow 5 years (2011-2015) 04/16/2018 Page 6 of 6MnCMAT 1.0.0 Appendix B Warrant Analysis SIGNAL WARRANTS ANALYSIS LOCATION: Chanhassen COUNTY: Carver REF. POINT: Speed Approach Description Lanes DATE: 4/10/2018 50 Major App1: Powers Blvd NB 2 45 Major App3: Powers Blvd SB 2 OPERATOR: MSL 30 Minor App2: Lake Lucy Blvd EB 1 30 Minor App4: Lake Lucy Blvd WB 1 YES POPULATION < 10,000? No Yes EXISTING SIGNAL ?No No THRESHOLDS 1A/1B:420/630 105/52 105/52 MAJOR MAJOR TOTAL MAJOR MINOR MINOR 2 MINOR MINOR 4 MET SAME HOUR APP. 1 APP. 3 1+3 1A/1B APP. 2 1A/1B APP. 4 1A/1B 1A/1B 0:00 - 1:00 0 / / / / 1:00 - 2:00 0 / / / / 2:00 - 3:00 0 / / / / 3:00 - 4:00 0 / / / / 4:00 - 5:00 0 / / / / 5:00 - 6:00 0 / / / / 6:00 - 7:00 148 115 263 / 15 / 15 / / 7:00 - 8:00 306 286 592 X/ 65 /X 49 / / 8:00 - 9:00 297 264 561 X/ 36 / 34 / / 9:00 - 10:00 209 191 400 / 27 / 26 / / 10:00 - 11:00 210 159 369 / 23 / 15 / / 11:00 - 12:00 256 215 471 X/ 18 / 14 / / 12:00 - 13:00 290 207 497 X/ 13 / 13 / / 13:00 - 14:00 268 193 461 X/ 17 / 14 / / 14:00 - 15:00 297 233 530 X/ 18 / 10 / / 15:00 - 16:00 367 277 644 X/X 21 / 21 / / 16:00 - 17:00 493 356 849 X/X 32 / 15 / / 17:00 - 18:00 571 414 985 X/X 30 / 12 / / 18:00 - 19:00 376 278 654 X/X 27 / 15 / / 19:00 - 20:00 0 / / / / 20:00 - 21:00 0 / / / / 21:00 - 22:00 0 / / / / 22:00 - 23:00 0 / / / / 23:00 - 24:00 0 / / / / Met (Hr) Required (Hr) Warrant 1A 0 8 Not satisfied Warrant 1B 0 8 Not satisfied Warrant 2 0 4 Not satisfied Warrant 3 0 1 Not satisfied Warrant 7 1 8 Not satisfied 0.70 FACTOR USED? 2018 Traffic Volumes (MINOR APPROACH RT TRAFFIC REMOVED) Powers Blvd at Lake Lucy Road No No LOCATION: Chanhassen COUNTY: Carver REF. POINT: Speed Approach Description Lanes DATE: 4/10/2018 50 Major App1: Powers Blvd NB 2 45 Major App3: Powers Blvd SB 2 OPERATOR: MSL 30 Minor App2: Lake Lucy Blvd EB 1 30 Minor App4: Lake Lucy Blvd WB 1 0.70 FACTOR USED? YES POPULATION < 10,000? No EXISTING SIGNAL ?No Figure 1. Four Hour and Peak Hour Warrant Analysis Note: For data points outside the graph range, check the minor street volume against the lower thresholds Warrant Criteria Actual Hourly Count Major Warrant 2, Four-hour Volumes Warrant 3, Peak-hour VolumesMajorActual Hourly Count 200 320 0 0 300 265 380 0 0 400 215 335 0 0 500 170 285 0 0 600 130 240 0 0 700 100 200 0 0 800 80 160 263 15 900 65 135 592 65 1000 60 110 561 36 1100 60 95 400 27 1200 60 75 369 23 1300 60 75 471 18 1400 60 75 497 13 1500 60 75 461 17 1600 60 75 530 18 1700 60 75 644 21 1800 60 75 849 32 985 30 654 27 0 0 0 0 0 0 0 0 0 0 0 100 200 300 400 500 600 700 200 400 600 800 1000 1200 1400 1600 1800 Minor Street - High Volume Approach -VPHMajor Street - Total of Both Approaches - VPH Warrant 2, Four-hour Volumes Warrant 3, Peak-hour Volumes Actual Hourly Count LOCATION: Chanhassen COUNTY: Carver REF. POINT: Speed Approach Description Lanes DATE: 50 Major App1: Powers Blvd NB 2 45 Major App3: Powers Blvd SB 2 OPERATOR: 30 Minor App2: Lake Lucy Blvd EB 1 30 Minor App4: Lake Lucy Blvd WB 1 0.70 FACTOR USED? Yes MAJOR MAJOR MINOR MINOR WARRANT HOUR APP. 1 APP. 3 APP. 2 APP. 4 MET 0:00 - 1:00 1:00 - 2:00 2:00 - 3:00 3:00 - 4:00 4:00 - 5:00 5:00 - 6:00 6:00 - 7:00 148 115 55 15 X/ 7:00 - 8:00 306 286 175 49 X/X 8:00 - 9:00 297 264 101 34 X/ 9:00 - 10:00 209 191 77 26 X/ 10:00 - 11:00 210 159 61 15 X/ 11:00 - 12:00 256 215 66 14 X/ 12:00 - 13:00 290 207 59 13 X/ 13:00 - 14:00 268 193 53 14 X/ 14:00 - 15:00 297 233 76 10 X/ 15:00 - 16:00 367 277 113 21 X/ 16:00 - 17:00 493 356 153 15 X/X 17:00 - 18:00 571 414 151 12 X/X 18:00 - 19:00 376 278 100 15 X/ 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Met (Hr) Required (Hr) Allway Stop Warrant: 3 8 Not satisfied REMARKS: Powers Blvd at Lake Lucy Road ALL WAY STOP WARRANT 2018 Traffic Volumes 210 MAJOR TOTAL 400 369 (APP. 1 & APP. 3) 471 497 461 530 644 849 985 654 76 80 263 140 MINOR TOTAL APP. 2 + APP. 4 72 67 86 134 168 163 592 561 115 70 224 135 103 SIGNAL WARRANTS ANALYSIS LOCATION: Chanhassen COUNTY: Carver REF. POINT: Speed Approach Description Lanes DATE: 4/10/2018 40 Major App1: Powers Blvd NB 3 40 Major App3: Powers Blvd SB 3 OPERATOR: MSL 30 Minor App2: Park Rd EB 1 30 Minor App4: Park Rd WB 1 No POPULATION < 10,000? No Yes EXISTING SIGNAL ?No No THRESHOLDS 1A/1B:420/630 105/52 105/52 MAJOR MAJOR TOTAL MAJOR MINOR MINOR 2 MINOR MINOR 4 MET SAME HOUR APP. 1 APP. 3 1+3 1A/1B APP. 2 1A/1B APP. 4 1A/1B 1A/1B 0:00 - 1:00 0 / / / / 1:00 - 2:00 0 / / / / 2:00 - 3:00 0 / / / / 3:00 - 4:00 0 / / / / 4:00 - 5:00 0 / / / / 5:00 - 6:00 0 / / / / 6:00 - 7:00 174 167 341 / 122 X/X 60 /X / 7:00 - 8:00 457 406 863 X/X 44 / 12 / / 8:00 - 9:00 351 306 657 X/X 45 / 21 / / 9:00 - 10:00 233 232 465 X/ 49 / 27 / / 10:00 - 11:00 195 181 376 / 68 /X 36 / / 11:00 - 12:00 283 236 519 X/ 121 X/X 61 /X X/ 12:00 - 13:00 302 356 658 X/X 134 X/X 41 / X/X 13:00 - 14:00 239 295 534 X/ 68 /X 28 / / 14:00 - 15:00 261 262 523 X/ 62 /X 30 / / 15:00 - 16:00 351 325 676 X/X 129 X/X 28 / X/X 16:00 - 17:00 438 386 824 X/X 158 X/X 60 /X X/X 17:00 - 18:00 494 456 950 X/X 180 X/X 96 /X X/X 18:00 - 19:00 221 247 468 X/ 185 X/X 65 /X X/ 19:00 - 20:00 0 / / / / 20:00 - 21:00 0 / / / / 21:00 - 22:00 0 / / / / 22:00 - 23:00 0 / / / / 23:00 - 24:00 0 / / / / Met (Hr) Required (Hr) Warrant 1A 6 8 Not satisfied Warrant 1B 4 8 Not satisfied Warrant 2 5 4 Satisfied Warrant 3 2 1 Satisfied Warrant 7 11 8 Satisfied, check accident record 0.70 FACTOR USED? Powers Blvd at Park Rd (MINOR APPROACH RT TRAFFIC REMOVED) 2018 Traffic Volumes No No LOCATION: Chanhassen COUNTY: Carver REF. POINT: Speed Approach Description Lanes DATE: 4/10/2018 40 Major App1: Powers Blvd NB 3 40 Major App3: Powers Blvd SB 3 OPERATOR: MSL 30 Minor App2: Park Rd EB 1 30 Minor App4: Park Rd WB 1 0.70 FACTOR USED? No POPULATION < 10,000? No EXISTING SIGNAL ?No Figure 1. Four Hour and Peak Hour Warrant Analysis Note: For data points outside the graph range, check the minor street volume against the lower thresholds Warrant Criteria Actual Hourly Count Major Warrant 2, Four-hour Volumes Warrant 3, Peak-hour VolumesMajorActual Hourly Count 200 320 0 0 300 265 380 0 0 400 215 335 0 0 500 170 285 0 0 600 130 240 0 0 700 100 200 0 0 800 80 160 341 122 900 65 135 863 44 1000 60 110 657 45 1100 60 95 465 49 1200 60 75 376 68 1300 60 75 519 121 1400 60 75 658 134 1500 60 75 534 68 1600 60 75 523 62 1700 60 75 676 129 1800 60 75 824 158 950 180 468 185 0 0 0 0 0 0 0 0 0 0 0 100 200 300 400 500 600 700 200 400 600 800 1000 1200 1400 1600 1800 Minor Street - High Volume Approach -VPHMajor Street - Total of Both Approaches - VPH Warrant 2, Four-hour Volumes Warrant 3, Peak-hour Volumes Actual Hourly Count LOCATION: Chanhassen COUNTY: Carver REF. POINT: Speed Approach Description Lanes DATE: 4/10/2018 40 Major App1: Powers Blvd NB 3 40 Major App3: Powers Blvd SB 3 OPERATOR: MSL 30 Minor App2: Park Rd EB 1 30 Minor App4: Park Rd WB 1 0.70 FACTOR USED? No MAJOR MAJOR MINOR MINOR WARRANT HOUR APP. 1 APP. 3 APP. 2 APP. 4 MET 0:00 - 1:00 1:00 - 2:00 2:00 - 3:00 3:00 - 4:00 4:00 - 5:00 5:00 - 6:00 6:00 - 7:00 174 167 122 60 X/ 7:00 - 8:00 457 406 44 12 X/ 8:00 - 9:00 351 306 45 21 X/ 9:00 - 10:00 233 232 49 27 X/ 10:00 - 11:00 195 181 68 36 X/ 11:00 - 12:00 283 236 121 61 X/ 12:00 - 13:00 302 356 134 41 X/ 13:00 - 14:00 239 295 68 28 X/ 14:00 - 15:00 261 262 62 30 X/ 15:00 - 16:00 351 325 129 28 X/ 16:00 - 17:00 438 386 158 60 X/X 17:00 - 18:00 494 456 180 96 X/X 18:00 - 19:00 221 247 185 65 X/X 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Met (Hr) Required (Hr) Allway Stop Warrant: 3 8 Not satisfied REMARKS: Powers Blvd at Park Rd ALL WAY STOP WARRANT 2018 Traffic Volumes 300 MAJOR TOTAL 465 376 (APP. 1 & APP. 3) 519 658 534 523 676 824 950 468 104 182 341 200 MINOR TOTAL APP. 2 + APP. 4 175 96 92 157 218 276 863 657 250 182 56 66 76 Appendix C Pedestrian Treatment Guidance Forms UNSIGNALIZED MARKED CROSSWALK INSTALLATION FLOWCHART Notes 2. A reasonable walking distance is 660' in some suburban/rural applications, urban marked crossings should never be closer than 150'. 3. See the "Additional Treatment Considerations" section for more information. 1. Urban, suburban, and rural locations may vary in this classification. Urban may want to use locations that have higher volumes than the surrounding crossings. Rural locations may want to mark locations that have regular pedestrian crossings but may never meet the 20 pedestrians/hour minimum. CROSSWALK ANALYSIS Is the crossing at an approved school crossing or on a safe routes to school plan? Install marked crosswalk Is the pedestrian volume greater or equal to 20 people/hour or 15 people/hour with an elderly/school facility nearby?1 Yes Go to Table 1 Does the engineering study indicate a need and have adequate visibility for motorists and pedestrians? Remove obstruction/conflict or consider access control. Does the crossing serve regular pedestrian traffic/pedestrian generators (i.e., transit stop)? No Action Is the nearest marked/facilitated crossing less than 300' away?2 Go to Table 1 Direct pedestrians to the nearest facilitated crossing. Consider unmarked pedestrian facilitiation.3 Consider unmarked pedestrian facilitiation.3 Is the pedestrian volume greater or equal to 20 people/hour or 15 people/hour with an elderly/school facility nearby?1 Direct pedestrians to the nearest facilitated crossing or consider a signal, beacon, or grade separation. Yes Yes Yes No No No No Feasible Infeasible to either No Yes to both Yes No FIGUREJanuary 2015 9 ≤ 30 mph35 mph 40 mph≥45 mph≤30 mph35 mph 40 mph≥45 mph≤30 mph35 mph 40 mph≥45 mph≤30 mph35 mph 40 mph≥45 mph2 lanes (with or without a raised median)AABDAABDAACDABCD3 lanes with raised medianAACDABCDACCDBCCD3 lanes without raised medianABCDABCDBBCDBCCDMultilane (4 or more lanes) with raised median2AACDABCDABCDCCCDMultilane (4 or more lanes) without raised median2ACCDBCCDCCCDCCCDTreatment Descriptions:Specific Notes:1. Advanced stop lines and signing (R1‐5b or c) should be used whenever possible if a multiple threat crash issue is present. Overhead signing, RRFBs or other overhead treatments should be used to mitigate multiple threat crash risks. 2. Do not install a marked crosswalk where there are 3 or more through lanes per direction. Consider a pedestrian hybrid beacon, pedestrian traffic signal, or grade separated crossing.3. Traffic calming measures should be considered to reduce speed. 4. If a median cannot be or is not currently installed go to Treatment Type D.5. Minimum acceptable median width to provide a refuge is 6 feet.General Notes:1. Adding crosswalks alone will not make crossings safer, result in more vehicles stopping for pedestrians, nor will they necessarily create a false sense of security. 2. Crosswalks have not been proven to create a false sense of security ‐ research shows that pedestrians scan the road more at marked crosswalks.3. Whether a crosswalk is marked or not, additional crossing enhancements should be considered. See the "Additional Treatment Considerations" section.4. See MUTCD Section 3B.18 for additional guidance on using this table.5. Lanes are total cross section.Pedestrian Facility TreatmentsJANUARY 20151TABLEA. Consider marked crosswalk and signsGuidance: Consider installing marked crosswalk with advance warning signs (W11‐2); use S1‐1 signs for school crossings. Consider in‐roadway (R1‐6) or overhead (R1‐9b) signs.B. Consider marked crosswalk with enhanced signs (R1‐6 or R1‐9b) and/or geometric improvementsGuidance: Consider installing treatment options from Type A treatments. Add curb extensions or median refuge islands.C. Consider marked crosswalk with signs, geometric improvements, and pedestrian activated warning devices4Guidance: Consider installing a raised median refuge island if one is not present. Consider installing marked crosswalk and appropriate crossing signs along with a pedestrian activated warning device (i.e., RRFB). Consider adding curb extensions if possible.D. Do not install marked crosswalk. 3Guidance: Consider pedestrian hybrid beacon, pedestrian traffic signal, or grade separated crossing.Vehicle ADT ≤ 9,000 Vehicle ADT > 9,000 ‐ 12,000 Vehicle ADT > 12,000 ‐ 15,000 Vehicle ADT > 15,000Roadway Configuration1,5 Pedestrian Crossing Warrant Evalua Ɵon Form Step 1: Contact & project locaƟon informaƟon A. IdenƟfy speciﬁc locaƟon of crossing for evaluaƟon and aƩach locaƟon map. Step 2: Warrant ‐ pedestrian volume threshold or strategic connecƟon A. Is the pedestrian & bicycle acƟvity ≥ 20 per hour? No Yes. Complete and a Ʃach pedestrian & bicycle count documentaƟon. B. Is the pedestrian & bicycle acƟvity ≥ 15 per hour and there an elderly or children facility nearby? No Yes. Complete and a Ʃach pedestrian & bicycle count documentaƟon. Yes. Name of elderly or children facility: C. Does the crossing connect to a major park or regional trail? No Yes. Name of major park or regional trail: D. Is the proposed crossing a strategic locaƟon on the corridor? No Yes. Please describe: Carver County Public Works 11360 Highway 212, Suite 1 Cologne, MN 55322 City/Town: Date: County Highway: Primary contact: Phone: Email: Pedestrian & Bicycle Count Resources MnDOT Standard Manual Bicycle and Pedestrian Screenline Count Form: www.dot.state.mn.us/bike/research/documents/volunteer‐tally‐sheet.doc Count Guidance: hƩps://www.dot.state.mn.us/bike/research/documents/2015‐BikePedCountVolunteerTraining.pdf Submit this form with aƩachments to County Public Works staff. County will evaluate whether the locaƟon meets the minimum pedestrian volume threshold based on materials submiƩed for Step 2 ‐ A or B. County will decide if the locaƟon qualiﬁes for addiƟonal analysis based on answers in Step 2 ‐ C & D. County will noƟfy primary contact on the eligibility of locaƟon for further assessment. Please return form to: Carver County Public Works c/o Dan McCormick, PE PTOE, TransportaƟon Manager Email: dmccormick@co.carver.mn.us LocaƟon screening ‐ Does the pedestrian demand/volume meet minimum levels? No Yes. Step 3: Assess Level of Risk Low level of risk Moderate level of risk High level of risk A. Legally established (posted) speed limit (mph): ≤30 35 40 45 50 ≥ 55 List order date: B. List vehicle ADT (Year) and select category below: ( )Year ≤ 3,000 vpd 3,000 ‐ 6,000 6,000 ‐ 9,000 9,000 ‐ 12,000 12,000 ‐ 15,000 > 15,000 C. Number of lanes at crossing (include shoulder and parking width in crossing distance): 2 lanes (crossing distance ≤ 28’) 3 lanes ( > 28’ to ≤ 36’) MulƟlane (4 lanes: > 36’ to ≤ 44’) MulƟlane (5 lanes: > 44’ to ≤ 52’) MulƟlane (6 lanes: > 52’ to ≤ 60’) MulƟlane (7 or more lanes: > 60’) Step 4: Select Treatment Type by Highest Level of Risk IdenƟﬁed OpƟon A: Marked crosswalk with warning signs OpƟon B: OpƟon A + advance warning signs + curb extensions or median refuge islands OpƟon C: OpƟon B + Ped acƟvated, side‐mounted warning device (RRFB) OpƟon D: OpƟon C + Ped acƟvated, overhead warning device (RRFB); advanced acƟve warning OpƟon E: HAWK, Traffic Signal, Underpass, Overpass Next Steps & References: IntersecƟon locaƟon will be cross‐ referenced with posted speed limit, traffic volume (vehicle ADT), and number of travel lanes to determine the best ﬁƫng pedestrian crossing treatment opƟon. The selecƟon of treatment type OpƟon will reference the associated table and notes: Criteria for Crossing Treatments at Uncontrolled LocaƟons. See Treatment DescripƟons secƟon and notes for full a deﬁniƟon of each OpƟon. Level of Risk Pedestrian Crossing Warrant Evalua Ɵon Form Step 1: Contact & project locaƟon informaƟon A. IdenƟfy speciﬁc locaƟon of crossing for evaluaƟon and aƩach locaƟon map. Step 2: Warrant ‐ pedestrian volume threshold or strategic connecƟon A. Is the pedestrian & bicycle acƟvity ≥ 20 per hour? No Yes. Complete and a Ʃach pedestrian & bicycle count documentaƟon. B. Is the pedestrian & bicycle acƟvity ≥ 15 per hour and there an elderly or children facility nearby? No Yes. Complete and a Ʃach pedestrian & bicycle count documentaƟon. Yes. Name of elderly or children facility: C. Does the crossing connect to a major park or regional trail? No Yes. Name of major park or regional trail: D. Is the proposed crossing a strategic locaƟon on the corridor? No Yes. Please describe: Carver County Public Works 11360 Highway 212, Suite 1 Cologne, MN 55322 City/Town: Date: County Highway: Primary contact: Phone: Email: Pedestrian & Bicycle Count Resources MnDOT Standard Manual Bicycle and Pedestrian Screenline Count Form: www.dot.state.mn.us/bike/research/documents/volunteer‐tally‐sheet.doc Count Guidance: hƩps://www.dot.state.mn.us/bike/research/documents/2015‐BikePedCountVolunteerTraining.pdf Submit this form with aƩachments to County Public Works staff. County will evaluate whether the locaƟon meets the minimum pedestrian volume threshold based on materials submiƩed for Step 2 ‐ A or B. County will decide if the locaƟon qualiﬁes for addiƟonal analysis based on answers in Step 2 ‐ C & D. County will noƟfy primary contact on the eligibility of locaƟon for further assessment. Please return form to: Carver County Public Works c/o Dan McCormick, PE PTOE, TransportaƟon Manager Email: dmccormick@co.carver.mn.us LocaƟon screening ‐ Does the pedestrian demand/volume meet minimum levels? No Yes. Step 3: Assess Level of Risk Low level of risk Moderate level of risk High level of risk A. Legally established (posted) speed limit (mph): ≤30 35 40 45 50 ≥ 55 List order date: B. List vehicle ADT (Year) and select category below: ( )Year ≤ 3,000 vpd 3,000 ‐ 6,000 6,000 ‐ 9,000 9,000 ‐ 12,000 12,000 ‐ 15,000 > 15,000 C. Number of lanes at crossing (include shoulder and parking width in crossing distance): 2 lanes (crossing distance ≤ 28’) 3 lanes ( > 28’ to ≤ 36’) MulƟlane (4 lanes: > 36’ to ≤ 44’) MulƟlane (5 lanes: > 44’ to ≤ 52’) MulƟlane (6 lanes: > 52’ to ≤ 60’) MulƟlane (7 or more lanes: > 60’) Step 4: Select Treatment Type by Highest Level of Risk IdenƟﬁed OpƟon A: Marked crosswalk with warning signs OpƟon B: OpƟon A + advance warning signs + curb extensions or median refuge islands OpƟon C: OpƟon B + Ped acƟvated, side‐mounted warning device (RRFB) OpƟon D: OpƟon C + Ped acƟvated, overhead warning device (RRFB); advanced acƟve warning OpƟon E: HAWK, Traffic Signal, Underpass, Overpass Next Steps & References: IntersecƟon locaƟon will be cross‐ referenced with posted speed limit, traffic volume (vehicle ADT), and number of travel lanes to determine the best ﬁƫng pedestrian crossing treatment opƟon. The selecƟon of treatment type OpƟon will reference the associated table and notes: Criteria for Crossing Treatments at Uncontrolled LocaƟons. See Treatment DescripƟons secƟon and notes for full a deﬁniƟon of each OpƟon. Level of Risk File Name : Power-Blvd-Park-Rd-4-10-2018-0600-1900 Site Code : 1 Start Date : 4/10/2018 Page No : 1 Powers Blvd and Park Rd Chanhassen, Carver County, MN Groups Printed- Cars + - Trucks Powers Blvd Southbound Park Rd Westbound Powers Blvd Northbound Park Rd Eastbound Start Time Right Thru Left UTrn Peds App. Total Right Thru Left UTrn Peds App. Total Right Thru Left UTrn Peds App. Total Right Thru Left UTrn Peds App. Total Int. Total 06:00 AM 4 13 2 0 0 19 24 2 19 0 0 45 1 15 3 0 0 19 23 1 52 0 0 76 159 06:15 AM 8 25 2 0 0 35 8 0 4 0 0 12 3 23 5 0 1 32 6 0 13 0 0 19 98 06:30 AM 16 26 4 0 0 46 0 2 0 0 0 2 4 34 19 0 0 57 7 1 9 0 0 17 122 06:45 AM 23 41 3 0 0 67 0 1 0 0 0 1 6 39 22 0 0 67 3 0 7 0 0 10 145 Total 51 105 11 0 0 167 32 5 23 0 0 60 14 111 49 0 1 175 39 2 81 0 0 122 524 07:00 AM 24 34 4 0 0 62 0 0 0 0 0 0 7 70 17 0 0 94 1 0 1 0 0 2 158 07:15 AM 30 58 12 0 0 100 1 3 1 0 0 5 12 68 19 0 2 101 6 1 5 0 1 13 219 07:30 AM 19 85 9 0 0 113 0 1 1 0 0 2 11 80 27 0 2 120 11 1 7 0 1 20 255 07:45 AM 31 84 16 0 0 131 4 1 0 0 0 5 16 90 40 0 2 148 2 0 9 0 0 11 295 Total 104 261 41 0 0 406 5 5 2 0 0 12 46 308 103 0 6 463 20 2 22 0 2 46 927 08:00 AM 19 54 10 0 0 83 2 0 2 0 0 4 11 63 25 0 2 101 4 1 6 0 0 11 199 08:15 AM 21 53 3 0 0 77 4 0 0 0 0 4 4 67 21 0 3 95 4 0 4 0 0 8 184 08:30 AM 24 42 8 0 0 74 4 1 1 0 0 6 6 58 20 0 0 84 6 2 7 0 1 16 180 08:45 AM 22 45 5 0 0 72 3 3 1 0 0 7 5 54 17 0 4 80 6 1 4 0 2 13 172 Total 86 194 26 0 0 306 13 4 4 0 0 21 26 242 83 0 9 360 20 4 21 0 3 48 735 09:00 AM 18 34 4 0 0 56 3 0 4 0 0 7 8 43 11 0 0 62 2 1 11 0 0 14 139 09:15 AM 25 33 6 0 0 64 3 1 1 0 0 5 3 37 12 0 4 56 3 1 5 0 0 9 134 09:30 AM 10 33 8 0 0 51 4 3 1 0 0 8 5 41 7 0 2 55 3 1 5 0 2 11 125 09:45 AM 25 31 5 0 0 61 3 0 4 0 0 7 5 54 7 0 0 66 5 1 11 0 0 17 151 Total 78 131 23 0 0 232 13 4 10 0 0 27 21 175 37 0 6 239 13 4 32 0 2 51 549 10:00 AM 24 26 3 0 0 53 6 1 2 0 0 9 3 36 9 0 2 50 7 0 16 0 1 24 136 10:15 AM 8 23 8 0 0 39 6 1 2 0 0 9 2 33 6 0 1 42 1 1 9 0 1 12 102 10:30 AM 11 25 4 0 0 40 7 3 2 0 0 12 2 37 3 0 3 45 6 0 7 0 0 13 110 10:45 AM 10 33 6 0 0 49 3 2 1 0 0 6 7 54 3 0 8 72 4 1 16 0 1 22 149 Total 53 107 21 0 0 181 22 7 7 0 0 36 14 160 21 0 14 209 18 2 48 0 3 71 497 11:00 AM 14 29 6 1 0 50 6 4 1 0 0 11 0 63 7 0 6 76 6 0 26 0 0 32 169 11:15 AM 9 55 4 0 0 68 11 0 4 0 0 15 4 54 10 0 1 69 7 1 18 0 2 28 180 11:30 AM 7 42 2 1 0 52 15 1 2 0 0 18 0 57 9 0 6 72 9 1 13 0 2 25 167 11:45 AM 18 46 4 1 0 69 9 3 5 0 0 17 3 68 8 0 4 83 13 3 24 0 1 41 210 Total 48 172 16 3 0 239 41 8 12 0 0 61 7 242 34 0 17 300 35 5 81 0 5 126 726 12:00 PM 15 63 4 0 0 82 14 1 3 0 0 18 2 75 11 0 12 100 13 0 39 0 3 55 255 12:15 PM 27 57 8 0 0 92 3 4 1 0 0 8 8 56 13 0 1 78 8 1 29 0 0 38 216 12:30 PM 28 54 9 0 0 91 2 3 2 0 0 7 5 60 14 0 4 83 5 3 19 0 3 30 211 12:45 PM 27 56 8 0 0 91 5 2 1 0 0 8 3 47 8 0 10 68 5 1 11 0 6 23 190 Total 97 230 29 0 0 356 24 10 7 0 0 41 18 238 46 0 27 329 31 5 98 0 12 146 872 01:00 PM 11 60 1 0 0 72 4 2 4 0 0 10 6 43 6 0 4 59 8 3 9 0 0 20 161 01:15 PM 14 62 5 0 0 81 4 2 0 0 0 6 3 51 10 0 2 66 3 1 17 0 0 21 174 01:30 PM 14 56 3 0 0 73 2 0 2 0 0 4 8 54 5 0 2 69 5 0 9 0 0 14 160 01:45 PM 11 50 8 0 0 69 3 2 3 0 0 8 0 46 7 0 9 62 5 1 7 0 5 18 157 Total 50 228 17 0 0 295 13 6 9 0 0 28 17 194 28 0 17 256 21 5 42 0 5 73 652 Bolton & Menk 12224 Nicollet Ave Burnsville, MN 55337 Real People. Real Solutions. File Name : Power-Blvd-Park-Rd-4-10-2018-0600-1900 Site Code : 1 Start Date : 4/10/2018 Page No : 2 Powers Blvd and Park Rd Chanhassen, Carver County, MN Groups Printed- Cars + - Trucks Powers Blvd Southbound Park Rd Westbound Powers Blvd Northbound Park Rd Eastbound Start Time Right Thru Left UTrn Peds App. Total Right Thru Left UTrn Peds App. Total Right Thru Left UTrn Peds App. Total Right Thru Left UTrn Peds App. Total Int. Total 02:00 PM 9 44 6 0 0 59 5 0 6 0 0 11 4 56 4 0 2 66 13 0 5 0 1 19 155 02:15 PM 11 44 1 0 0 56 5 0 1 0 0 6 4 42 8 0 1 55 4 0 8 0 1 13 130 02:30 PM 13 54 2 1 0 70 2 0 5 0 0 7 1 66 2 0 3 72 6 1 7 0 3 17 166 02:45 PM 9 64 5 0 0 78 1 0 5 0 0 6 2 65 7 0 9 83 8 2 8 0 4 22 189 Total 42 206 14 1 0 263 13 0 17 0 0 30 11 229 21 0 15 276 31 3 28 0 9 71 640 03:00 PM 10 71 5 0 0 86 6 1 4 0 0 11 2 91 6 1 6 106 19 0 20 0 1 40 243 03:15 PM 17 54 3 0 0 74 4 2 0 0 0 6 3 71 8 0 4 86 16 0 8 0 0 24 190 03:30 PM 6 67 2 0 0 75 1 0 1 0 0 2 1 82 3 0 1 87 24 1 20 0 1 46 210 03:45 PM 9 77 4 1 0 91 8 0 1 0 2 11 3 72 9 0 8 92 6 1 14 0 3 24 218 Total 42 269 14 1 0 326 19 3 6 0 2 30 9 316 26 1 19 371 65 2 62 0 5 134 861 04:00 PM 16 54 2 1 0 73 6 1 4 0 0 11 1 89 9 0 4 103 25 0 19 0 5 49 236 04:15 PM 23 71 4 0 0 98 10 1 3 0 0 14 2 96 14 0 1 113 12 0 12 0 0 24 249 04:30 PM 11 87 1 0 0 99 13 0 7 0 0 20 1 115 13 0 5 134 26 3 20 0 1 50 303 04:45 PM 20 94 3 0 0 117 12 1 2 0 3 18 3 87 8 0 2 100 21 0 20 0 1 42 277 Total 70 306 10 1 0 387 41 3 16 0 3 63 7 387 44 0 12 450 84 3 71 0 7 165 1065 05:00 PM 25 80 4 0 0 109 16 2 25 0 0 43 6 123 19 0 1 149 47 0 34 0 0 81 382 05:15 PM 38 84 11 0 0 133 17 2 8 0 0 27 3 95 19 0 1 118 21 0 19 0 1 41 319 05:30 PM 29 82 9 0 0 120 4 1 3 0 0 8 14 82 20 0 1 117 15 0 17 0 1 33 278 05:45 PM 22 65 7 0 0 94 13 2 3 0 0 18 8 89 16 0 1 114 14 0 13 0 1 28 254 Total 114 311 31 0 0 456 50 7 39 0 0 96 31 389 74 0 4 498 97 0 83 0 3 183 1233 06:00 PM 10 56 0 0 0 66 23 1 24 0 0 48 2 55 5 1 0 63 44 0 52 0 1 97 274 06:15 PM 9 56 0 1 0 66 4 1 5 0 0 10 0 44 5 0 0 49 16 1 20 0 0 37 162 06:30 PM 7 49 0 0 0 56 1 0 2 0 4 7 0 43 6 0 0 49 18 1 14 0 0 33 145 06:45 PM 7 53 0 0 0 60 1 0 3 0 0 4 0 55 6 0 0 61 7 0 12 0 1 20 145 Total 33 214 0 1 0 248 29 2 34 0 4 69 2 197 22 1 0 222 85 2 98 0 2 187 726 Grand Total 868 2734 253 7 0 3862 315 64 186 0 9 574 223 3188 588 2 147 4148 559 39 767 0 58 1423 10007 Apprch %22.5 70.8 6.6 0.2 0 54.9 11.1 32.4 0 1.6 5.4 76.9 14.2 0 3.5 39.3 2.7 53.9 0 4.1 Total %8.7 27.3 2.5 0.1 0 38.6 3.1 0.6 1.9 0 0.1 5.7 2.2 31.9 5.9 0 1.5 41.5 5.6 0.4 7.7 0 0.6 14.2 Cars +842 2661 243 7 0 3753 300 50 174 0 8 532 203 3112 565 2 146 4028 527 29 750 0 56 1362 9675 % Cars +97 97.3 96 100 0 97.2 95.2 78.1 93.5 0 88.9 92.7 91 97.6 96.1 100 99.3 97.1 94.3 74.4 97.8 0 96.6 95.7 96.7 Trucks 26 73 10 0 0 109 15 14 12 0 1 42 20 76 23 0 1 120 32 10 17 0 2 61 332 % Trucks 3 2.7 4 0 0 2.8 4.8 21.9 6.5 0 11.1 7.3 9 2.4 3.9 0 0.7 2.9 5.7 25.6 2.2 0 3.4 4.3 3.3 Bolton & Menk 12224 Nicollet Ave Burnsville, MN 55337 Real People. Real Solutions. Appendix D Traffic Operations Summary Tables 1Peak Hour Traffic Operations Analysis - Lake Lucy Road Ped Improvements Powers Blvd & Lake Lucy Rd AM 3 A 3 A 2 A 0 A 2 A 2 A 0 A 13 B 18 C 5 A12 B 14 B 5 AStop ControlledPM 3 A 4 A 2 A 1 A 4 A 2 A 0 A 17 C 20 C 5 A 12 B 20 C 6 A Powers Blvd & Lake Lucy Rd AM 3 A 3 A 2 A 0 A 3 A 2 A 0 A 13 B 16 C 5 A12 B 13 B 5 AStop Controlled w/o SB LTLPM 3 A 4 A 2 A 1 A 5 A 3 A 1 A 18 C 23 C 5 A 12 B 25 D 6 A Powers Blvd & Lake Lucy Rd AM 3 A 2 A 2 A 0 A 2 A 2 A 0 A 12 B 14 B 5 A13 B 12 B 5 AStop Controlled w/ SB Thru RightPM 3 A 4 A 2 A 1 A 4 A 3 A 1 A 16 C 17 C 5 A 12 B 21 C 6 A1. Delay in seconds per vehicle 2. Maximum delay and LOS on any approach and/or movement3. Limiting Movement is the highest delay movement.NBL NBT NBRIntersection Peak HourIntersection Delay (1.)SBLEBT EBRSBT SBRWBRWBL WBTEBLLake Lucy LOS Summary.xls 1Peak Hour Queues By Movement - Park Road Ped ImprovementsAvg Max Avg Max Avg Max Avg Max Avg Max Avg Max Powers Blvd & Lake Lucy Rd AM 25 75 25 75 25 75 25 50 25 25 - -Stop ControlledPM 25 50 50 75 25 25 25 75 25 50 0 25 Powers Blvd & Lake Lucy Rd AM 25 75 25 75 25 75 25 50 25 50 - -Stop Controlled w/o SB LTLPM 25 50 50 75 25 25 25 75 25 100 0 25 Powers Blvd & Lake Lucy Rd AM 50 100 50 75 25 75 25 50 25 25 --Stop Controlled w/ SB Thru RightPM 25 75 50 100 25 25 25 75 25 50 0 25SBL SBT/RIntersection Peak HourQueue LengthsEBL/T EBR WBL/T/R NBLLake Lucy LOS Summary.xls Appendix E Pedestrian LOS Analysis 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 75 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 708 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.197 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = Sp = average pedestrian walking speed (ft/s) Sp = Sp = ts = pedestrian start-up and end clearance time (s) ts = ts = V = vehicular hourly volume (veh/hr)V = vp = pedestrian flow rate (ped/s)vp = vp = v = vehicular flow rate (veh/s) = V/3600 v = v = 0.00 Wc = crosswalk width (ft) Wc = Wc = N = number of through lanes crossed (Integer) N = N = *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 7% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS Input Table: AM Peak, Existing Conditions, 2018 Bolton & Menk T44.116089 385.1 INT(L/11) 3.0 0* Page 2 of 5 F Input Table: V/3600 3.0 0* 3.5 Input Table: Lake Lucy Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/16/2018 defaults: MSL 3.5 defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 75 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 893 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.248 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = Sp = average pedestrian walking speed (ft/s) Sp = Sp = ts = pedestrian start-up and end clearance time (s) ts = ts = V = vehicular hourly volume (veh/hr)V = vp = pedestrian flow rate (ped/s)vp = vp = v = vehicular flow rate (veh/s) = V/3600 v = v = 0.00 Wc = crosswalk width (ft) Wc = Wc = N = number of through lanes crossed (Integer) N = N = *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 7% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results Lake Lucy Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/16/2018 defaults: MSL 3.5 Page 2 of 5 F Input Table: V/3600 3.0 0* 3.5 Input Table: Input Table: PM Peak, Existing Conditions, 2018 Bolton & Menk T44.116089 661.3 INT(L/11) 3.0 0* HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 28 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 397 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.110 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 39 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 311 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.09 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 34% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS West of Median East of Median defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results Lake Lucy Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/16/2018 defaults: MSL 3.5 Page 2 of 5 C Input Table: V/3600 3.0 0* 3.5 Input Table: Input Table: AM Peak, Lane Reduction, 2018 Bolton & Menk T44.116089 18.3 INT(L/11) 3.0 0* HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 28 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 414 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.115 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 39 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 479 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.13 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 34% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS West of Median East of Median defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results Lake Lucy Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/16/2018 defaults: MSL 3.5 Page 2 of 5 D Input Table: V/3600 3.0 0* 3.5 Input Table: Input Table: PM Peak, Lane Reduction, 2018 Bolton & Menk T44.116089 21.4 INT(L/11) 3.0 0* HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 28 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 397 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.110 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 29 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 311 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.09 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 34% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS West of Median East of Median defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results Lake Lucy Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/16/2018 defaults: MSL 3.5 Page 2 of 5 C Input Table: V/3600 3.0 0* 3.5 Input Table: Input Table: AM Peak, Thru Left, 2018 Bolton & Menk T44.116089 14.4 INT(L/11) 3.0 0* HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 28 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 414 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.115 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 29 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 479 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.13 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 34% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS West of Median East of Median defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results Lake Lucy Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/16/2018 defaults: MSL 3.5 Page 2 of 5 C Input Table: V/3600 3.0 0* 3.5 Input Table: Input Table: PM Peak, Thru Left, 2018 Bolton & Menk T44.116089 17.9 INT(L/11) 3.0 0* HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 30 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 397 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.110 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 38 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 311 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.09 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 34% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS West of Median East of Median defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results Lake Lucy Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/16/2018 defaults: MSL 3.5 Page 2 of 5 C Input Table: V/3600 3.0 0* 3.5 Input Table: Input Table: AM Peak, Thru Right, 2018 Bolton & Menk T44.116089 18.8 INT(L/11) 3.0 0* HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 30 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 414 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.115 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 38 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 479 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.13 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 1 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 34% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS Input Table: PM Peak, Thru Right, 2018 Bolton & Menk T44.116089 22.1 INT(L/11) 3.0 0* Page 2 of 5 D Input Table: V/3600 3.0 0* 3.5 Input Table: Lake Lucy Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/16/2018 defaults: MSL 3.5 defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results West of Median East of Median HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 64 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 470 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.131 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 48 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 308 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.09 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 81% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS Input Table: AM Peak, Existing Conditions, 2018 Bolton & Menk T44.116089 24.5 INT(L/11) 3.0 0* Page 2 of 5 D Input Table: V/3600 3.0 0* 3.5 Input Table: Park Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/17/2018 defaults: MSL 3.5 defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results West of Median East of Median HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 64 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 501 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.139 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 48 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 502 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.14 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 81% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS West of Median East of Median defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results Park Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/17/2018 defaults: MSL 3.5 Page 2 of 5 D Input Table: V/3600 3.0 0* 3.5 Input Table: Input Table: PM Peak, Existing Conditions, 2018 Bolton & Menk T44.116089 23.6 INT(L/11) 3.0 0* HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 59 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 470 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.131 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 45 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 308 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.09 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 84% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS Input Table: AM Peak, Full Narrow, 2018 Bolton & Menk T44.116089 22.0 INT(L/11) 3.0 0* Page 2 of 5 D Input Table: V/3600 3.0 0* 3.5 Input Table: Park Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/17/2018 defaults: MSL 3.5 defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results West of Median East of Median HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 59 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 501 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.139 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 45 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 502 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.14 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 84% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS Input Table: PM Peak, Full Narrow, 2018 Bolton & Menk T44.116089 21.1 INT(L/11) 3.0 0* Page 2 of 5 D Input Table: V/3600 3.0 0* 3.5 Input Table: Park Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/17/2018 defaults: MSL 3.5 defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results West of Median East of Median HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 59 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 470 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.131 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 48 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 308 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.09 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 84% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS West of Median East of Median defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results Park Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/17/2018 defaults: MSL 3.5 Page 2 of 5 D Input Table: V/3600 3.0 0* 3.5 Input Table: Input Table: AM Peak, NB Narrow, 2018 Bolton & Menk T44.116089 22.7 INT(L/11) 3.0 0* HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 59 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 501 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.139 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 48 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 502 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.14 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 84% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS West of Median East of Median defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results Park Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/17/2018 defaults: MSL 3.5 Page 2 of 5 D Input Table: V/3600 3.0 0* 3.5 Input Table: Input Table: PM Peak, NB Narrow, 2018 Bolton & Menk T44.116089 21.4 INT(L/11) 3.0 0* HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 64 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 470 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.131 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 45 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 308 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.09 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 84% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS West of Median East of Median defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results Park Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/17/2018 defaults: MSL 3.5 Page 2 of 5 D Input Table: V/3600 3.0 0* 3.5 Input Table: Input Table: AM Peak, SB Narrow, 2018 Bolton & Menk T44.116089 22.3 INT(L/11) 3.0 0* HCM Evaluation Worksheet 2010 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid-Block Crossings Crossing Location: Date: City, State:Scenario: Reviewer(s):Agency: Project Number:ID #: The following is the base information needed to complete the analysis. If this is a one-stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft)L = 64 Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s)ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 501 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.139 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing 2:(only used for two-stage crossings) Evaluation Inputs: L = crosswalk length (ft)L = 45 Sp = average pedestrian walking speed (ft/s) Sp = Sp = 3.5 ts = pedestrian start-up and end clearance time (s) ts = ts = 3 V = vehicular hourly volume (veh/hr)V = 502 vp = pedestrian flow rate (ped/s)vp = vp = 0.00 v = vehicular flow rate (veh/s) = V/3600 v = v = 0.14 Wc = crosswalk width (ft) Wc = Wc = 6.0 N = number of through lanes crossed (Integer) N = N = 2 *no platooning observed Crossing Treatment Yield Rate My = motorist yield rate (decimal)My = 84% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay sec/ped LOS West of Median East of Median defaults: INT(L/11) 8.0 Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results Park Rd at Powers Blvd Chanhassen, MN V/3600 8.0 5/17/2018 defaults: MSL 3.5 Page 2 of 5 D Input Table: V/3600 3.0 0* 3.5 Input Table: Input Table: PM Peak, SB Narrow, 2018 Bolton & Menk T44.116089 21.3 INT(L/11) 3.0 0* HCM Evaluation Worksheet Appendix F Concept Development S S Measure 1Concept 2Concept 3Concept Widen) SideEast - Reduction(Lane (Thru/Left)(Thru/Right) Impacts?Road widening foot4-5 -Yes No widening foot8 -Yes pavement new ft. sq.4,695 pavement new ft. sq.9,790 Impacts?Guardrail feet130 -Yes No feet505 -Yes Refuge?Ped. wide ft.8 -Yes wide ft.10 -Yes wide ft.8 -Yes (AM/PM) Queue?SB Average Maximum Average Maximum Average Maximum ft.25/25 =Left ft.25/50 =Left ft.25/25 =Thru/Left ft.50/100 =Thru/Left ft.25/25 =Left ft.25/50 =Left ft0/0 =Right ft0/25 =Right ft0/0 =Right ft.0/25 =Right ft0/0 =Thru/Right ft0/25 =Thru/Right (AM/PM)* DelayPedestrian sec/ped18.3/21.4 sec/ped14.4/17.9 sec/ped18.8/22.1 Configuration LaneSB sec/ped 385/661 are delays pedestrian Existing*bmi.tblH:\CACO\T44116089\CAD\MS\layouts\Prelim_Layout_Lake Lucy Concept_11 Lanes.dgn8:59:59 AMpdf-color.pltcfgmikela5/18/2018Lake Lucy Rd Powers BlvdMATCHLINE INSET A MATCHLINE: SEE INSET A Lake Lucy Rd Golden Ct Shenendoah Cir LAYOUT LEGEND RAISED CONC. MEDIAN, CURB & GUTTER PROPOSED ROADWAY PAVED SHOULDERS 11’11’ X 300’ RTL11’ X 300’ LTL11’8’ SHLD8’ MEDIAN11’11’11’ X 250’ RTL11’ X 250’ LTL130’ NEW GUARDRAIL 8’ SHLD5/18/2018 DRAFT SPEEDLIMIT50SPEED LIMIT 45 R/WR/WR/WR/W(4 FEET) TURN LANE WIDENING POLE RELOACTION POTENTIAL UTILITY GUARDRAIL 55:125:11.7 FOOT OFFSET NEW PAVEMENT 2,225 SQ FT POLE RELOACTION POTENTIAL UTILITY45:1(5 FEET) SHOULDER WIDENING LAKE LUCY - CONCEPT 1 PEDESTRIAN IMPROVEMENTS POWERS BLVD 4’ 6’ NEW PAVEMENT 2,470 SQ FT SCALE IN FEET 30 S S Measure 1Concept 2Concept 3Concept Widen) SideEast - Reduction(Lane (Thru/Left)(Thru/Right) Impacts?Road widening foot4-5 -Yes No widening foot8 -Yes pavement new ft. sq.4,695 pavement new ft. sq.9,790 Impacts?Guardrail feet130 -Yes No feet505 -Yes Refuge?Ped. wide ft.8 -Yes wide ft.10 -Yes wide ft.8 -Yes (AM/PM) Queue?SB Average Maximum Average Maximum Average Maximum ft.25/25 =Left ft.25/50 =Left ft.25/25 =Thru/Left ft.50/100 =Thru/Left ft.25/25 =Left ft.25/50 =Left ft0/0 =Right ft0/25 =Right ft0/0 =Right ft.0/25 =Right ft0/0 =Thru/Right ft0/25 =Thru/Right (AM/PM)* DelayPedestrian sec/ped18.3/21.4 sec/ped14.4/17.9 sec/ped18.8/22.1 Configuration LaneSB sec/ped 385/661 are delays pedestrian Existing*bmi.tblH:\CACO\T44116089\CAD\MS\layouts\Prelim_Layout_Lake Lucy Concept_Thru Left.dgn9:00:56 AMpdf-color.pltcfgmikela5/18/2018Lake Lucy Rd Powers BlvdMATCHLINE INSET A MATCHLINE: SEE INSET A Lake Lucy Rd Golden Ct Shenendoah Cir LAYOUT LEGEND RAISED CONC. MEDIAN, CURB & GUTTER 12’ X 300’ RTL12’10’ MEDIAN8’ SHLD12’ X 250’ LTL12’12’8’ SHLD12’12’ X 250’ RTL5/18/2018 DRAFT SPEED LIMIT 45 SPEEDLIMIT50R/WR/WR/WR/WLAKE LUCY - CONCEPT 2 PEDESTRIAN IMPROVEMENTS POWERS BLVD SCALE IN FEET 30 S S Measure 1Concept 2Concept 3Concept Widen) SideEast - Reduction(Lane (Thru/Left)(Thru/Right) Impacts?Road widening foot4-5 -Yes No widening foot8 -Yes pavement new ft. sq.4,695 pavement new ft. sq.9,790 Impacts?Guardrail feet130 -Yes No feet505 -Yes Refuge?Ped. wide ft.8 -Yes wide ft.10 -Yes wide ft.8 -Yes (AM/PM) Queue?SB Average Maximum Average Maximum Average Maximum ft.25/25 =Left ft.25/50 =Left ft.25/25 =Thru/Left ft.50/100 =Thru/Left ft.25/25 =Left ft.25/50 =Left ft0/0 =Right ft0/25 =Right ft0/0 =Right ft.0/25 =Right ft0/0 =Thru/Right ft0/25 =Thru/Right (AM/PM)* DelayPedestrian sec/ped18.3/21.4 sec/ped14.4/17.9 sec/ped18.8/22.1 Configuration LaneSB sec/ped 385/661 are delays pedestrian Existing*bmi.tblH:\CACO\T44116089\CAD\MS\layouts\Prelim_Layout_Lake Lucy Concept_Thru Right.dgn9:25:01 AMpdf-color.pltcfgmikela5/18/2018Lake Lucy Rd Powers BlvdMATCHLINE INSET A MATCHLINE: SEE INSET A Lake Lucy Rd Golden Ct Shenendoah Cir12’ X 300’ LTL12’8’ MEDIAN8’ SHLD12’ X 250’ LTL12’12’8’ SHLD12’12’ X 250’ RTL8’ SHLD505’ NEW GUARDRAIL 5/18/2018 DRAFT SPEED LIMIT 45 R/WR/WSPEEDLIMIT50R/WR/WISSUES POSSIBLE GRADE NEW C&G 500 LIN FT (6 FEET) SHOULDER WIDENING LAYOUT LEGEND RAISED CONC. MEDIAN, CURB & GUTTER PROPOSED ROADWAY PAVED SHOULDERS GUARDRAIL 50:1LAKE LUCY - CONCEPT 3 PEDESTRIAN IMPROVEMENTS POWERS BLVD NEW PAVEMENT 4,810 SQ FT NEW PAVEMENT 4,980 SQ FT 8’ SHLD12’ SCALE IN FEET 30 C H H H G U S C FH F H C F G U C U VANG UGNG UGNG1 10954 bmi.tblH:\CACO\T44116089\CAD\MS\layouts\Prelim_Layout_Park Concept_Full Narrow.dgn11:10:41 AMpdf-color.pltcfgmikela5/18/2018Powers BlvdLAYOUT LEGEND RAISED CONC. MEDIAN, CURB & GUTTER 11’Park Road Park RoadPowers Blvd11’11’ X 310’ RTL11’ X 350’ LTL11’11’13’ MEDIAN5/18/2018 DRAFT SPEED LIMIT 40SPEEDLIMIT40NEW C&G 350 LIN FT NEW MEDIAN 4,365 SQ. FT. NEW C&G 340 LIN FT R/WR/WR/WR/W R/W R/WPARK ROAD - CONCEPT 1 PEDESTRIAN IMPROVEMENTS POWERS BLVD ADA IMPROVEMENTS ADA IMPROVEMENTS SYSTEM LAYOUTOPTION MOUNTED RRFBS INPLACE PEDESTAL OPTION 1 (40’ & 45’ ARMS) W/ APS PUSH BUTTONS CURBSIDE POLES OPTION 3 SEE TH 41 AT TH 7) (20’ & 30’ ARMS - W/ DUAL MAST ARMS CENTER MEDIAN POLE OPTION 2 POTENTIAL RRFB LAYOUTS SCALE IN FEET 30 Measure 1Concept 2Concept 3Concept Reduction) Lane(Full Reduction) Lane(NB Reduction) Lane(SB Impacts?Median ft.sq. 4,365 -Yes ft.sq. 3,635 -Yes ft.sq. 2,835 -Yes Impacts?Curb feet690 -Yes feet350 -Yes feet340 -Yes Refuge?Ped. wide ft.13 -Yes wide ft.10 -Yes wide ft.8 -Yes (AM/PM)* DelayPedestrian sec/ped22.0/21.1 sec/ped22.7/21.4 sec/ped22.3/21.3 sec/ped 24.5/23.6 are delays pedestrian Existing* C H H H G U S C FH F H C F G U C U bmi.tblH:\CACO\T44116089\CAD\MS\layouts\Prelim_Layout_Park Concept_NB Narrow.dgn11:11:32 AMpdf-color.pltcfgmikela5/18/2018Powers BlvdLAYOUT LEGEND RAISED CONC. MEDIAN, CURB & GUTTER 11’Park Road Park RoadPowers Blvd11’11’ X 310’ RTL11’ X 350’ LTL10’ MEDIAN5/18/2018 DRAFT SPEED LIMIT 40SPEEDLIMIT40NEW C&G 350 LIN FT NEW MEDIAN 3,635 SQ. FT. R/WR/WR/WR/W R/W R/WPARK ROAD - CONCEPT 2 PEDESTRIAN IMPROVEMENTS POWERS BLVD ADA IMPROVEMENTS ADA IMPROVEMENTS SYSTEM LAYOUTOPTION MOUNTED RRFBS INPLACE PEDESTAL OPTION 1 (40’ & 45’ ARMS) W/ APS PUSH BUTTONS CURBSIDE POLES OPTION 3 SEE TH 41 AT TH 7) (20’ & 30’ ARMS - W/ DUAL MAST ARMS CENTER MEDIAN POLE OPTION 2 POTENTIAL RRFB LAYOUTS Measure 1Concept 2Concept 3Concept Reduction) Lane(Full Reduction) Lane(NB Reduction) Lane(SB Impacts?Median ft.sq. 4,365 -Yes ft.sq. 3,635 -Yes ft.sq. 2,835 -Yes Impacts?Curb feet690 -Yes feet350 -Yes feet340 -Yes Refuge?Ped. wide ft.13 -Yes wide ft.10 -Yes wide ft.8 -Yes (AM/PM)* DelayPedestrian sec/ped22.0/21.1 sec/ped22.7/21.4 sec/ped22.3/21.3 sec/ped 24.5/23.6 are delays pedestrian Existing* SCALE IN FEET 30 C H H H G U S C FH F H C F G U C U bmi.tblH:\CACO\T44116089\CAD\MS\layouts\Prelim_Layout_Park Concept_SB Narrow.dgn11:12:23 AMpdf-color.pltcfgmikela5/18/2018Powers BlvdLAYOUT LEGEND RAISED CONC. MEDIAN, CURB & GUTTER Park Road Park RoadPowers Blvd11’11’8’ MEDIAN5/18/2018 DRAFT SPEED LIMIT 40SPEEDLIMIT40NEW MEDIAN 2,835 SQ. FT. NEW C&G 340 LIN FT R/WR/WR/WR/W R/W R/WPARK ROAD - CONCEPT 3 PEDESTRIAN IMPROVEMENTS POWERS BLVD ADA IMPROVEMENTS ADA IMPROVEMENTS SYSTEM LAYOUTOPTION MOUNTED RRFBS INPLACE PEDESTAL OPTION 1 (40’ & 45’ ARMS) W/ APS PUSH BUTTONS CURBSIDE POLES OPTION 3 SEE TH 41 AT TH 7) (20’ & 30’ ARMS - W/ DUAL MAST ARMS CENTER MEDIAN POLE OPTION 2 POTENTIAL RRFB LAYOUTS Measure 1Concept 2Concept 3Concept Reduction) Lane(Full Reduction) Lane(NB Reduction) Lane(SB Impacts?Median ft.sq. 4,365 -Yes ft.sq. 3,635 -Yes ft.sq. 2,835 -Yes Impacts?Curb feet690 -Yes feet350 -Yes feet340 -Yes Refuge?Ped. wide ft.13 -Yes wide ft.10 -Yes wide ft.8 -Yes (AM/PM)* DelayPedestrian sec/ped22.0/21.1 sec/ped22.7/21.4 sec/ped22.3/21.3 sec/ped 24.5/23.6 are delays pedestrian Existing* SCALE IN FEET 30 Appendix G Recommended Concepts and Cost Estimates bmi.tblH:\CACO\T44116089\CAD\MS\layouts\Prelim_Layout_Lake Lucy Pref Concept.dgn8:37:58 AMpdf-plotter.pltcfgmikela11/13/2018S S Lake Lucy Rd Powers BlvdINSET A Lake Lucy Rd Golden Ct Shenendoah Cir LAYOUT LEGEND RAISED CONC. MEDIAN, CURB & GUTTER PROPOSED ROADWAY PAVED SHOULDERS 12’8’ SHLD10’ MEDIAN12’12’8’ SHLD11/13/2018 DRAFT R/WR/WR/WR/WGUARDRAIL R/WR/WINSET B Carver Beach Rd CONCRETE WALK MATCHLINE B: SEE INSET B MATCHLINE B MATCHLINE A MATCHLINE A: SEE INSET A LAKE LUCY - RECOMMENDED CONCEPT PEDESTRIAN IMPROVEMENTS POWERS BLVD 13’ X 50’ RTL12’ X 210’ LTL15:113’ X 305’ RTL14’13’ X 210’ LTL10:115:1V = 45 mph e = Normal Crown R = 7639’ 60:1 Taper V = 45 mph e = Normal Crown R = 7639’ 45:1 Taper V = 45 mph e = Normal Crown R = 7639’ *CONTOURS SHOWN IN 2 FOOT INCREMENTS PROPOSED LIGHT LOCATION ALTERNATE LIGHT LOCATION TEMPORARY EASEMENT EXISTING SANITARY MANHOLE DURING PRELIMINARY AND FINAL DESIGN. REQUIRED UTILITY WORK TO BE EVALUATED 1. NOTES: SCALE IN FEET 30 L1 ALT L2 ALT L3 ALT L1 L2 L3 L4 L5 L6 Powers Blvd Pedestrian Crossings Lake Lucy Rd Improvements ENGINEERS OPINION OF PROBABLE COST 11/13/2018 DESCRIPTION CLEARING & GRUBBING ACRE $1,000.00 0.4 $400.00 REMOVE PAVEMENT SY $15.00 1,800 $27,000.00 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $3.00 1,980 $5,940.00 REMOVE CURB & GUTTER LIN FT $8.00 475 $3,800.00 REMOVE ENERGY ABSORBING TERMINAL EACH $320.00 2 $640.00 REMOVE GUARDRAIL-PLATE BEAM LIN FT $5.00 770 $3,850.00 $41,630.00 COMMON EMBANKMENT/TOPSOIL CU YD $12.00 625 $7,500.00 COMMON EXCAVATION/TOPSOIL STRIP CU YD $10.00 1,150 $11,500.00 AGGREGATE BASE (10")CU YD $30.00 770 $23,100.00 BITUMINOUS PAVEMENT (6")TON $75.00 750 $56,250.00 CONCRETE MEDIAN (4")SF $10.00 1,870 $18,700.00 CONCRETE CURB & GUTTER (B418)LIN FT $20.00 1,575 $31,500.00 CONCRETE WALK (6")SF $10.00 800 $8,000.00 TRUNCATED DOMES SF $50.00 120 $6,000.00 END TREATMENT-TANGENT TERMINAL EACH $2,585.00 2 $5,170.00 TRAFFIC BARRIER DESIGN TYPE 31 LIN FT $25.00 830 $20,750.00 $188,470.00 RRFB SYSTEM LUMP SUM $75,000.00 1 $75,000.00 ADVANCE WARNING RRFB SYSTEM LUMP SUM $10,000.00 1 $10,000.00 $85,000.00 TYPE C SIGNS*SQ FT $40.00 60 $2,400.00 4" MULTI-COMPONENT (GR IN) PAVEMENT MARKINGS LIN FT $1.00 5,165 $5,170.00 24" MULTI-COMPONENT PAVEMENT MARKINGS LIN FT $10.00 475 $4,750.00 MULTI-COMPONENT (GR IN) CROSSWALK MARKINGS SQ FT $7.50 288 $2,200.00 $14,520.00 MOBILIZATION LUMP SUM $16,500.00 5% $16,500.00 LIGHTING SYSTEM LUMP SUM $40,000.00 1 $40,000.00 DRAINAGE LUMP SUM $30,000.00 1 $30,000.00 TRAFFIC CONTROL LUMP SUM $33,000.00 10% $33,000.00 EROSION CONTROL LUMP SUM $33,000.00 10% $33,000.00 UTILITY RELOCATION†LUMP SUM $0.00 1 $0.00 CONTINGENCY (20%)LUMP SUM $66,000.00 20% $66,000.00 $218,500.00 $549,000.00 * INCLUDES NEW AND RELOCATED SIGNS AS SHOWN ON CONCEPT LAYOUT † REQUIRED UTILITY WORK TO BE EVALUATED DURING PRELIMINARY AND FINAL DESIGN SIGNING AND STRIPING Powers Blvd at Lake Lucy Rd Pedestrian Crossing Project UNIT UNIT COST TOTAL EST QTY TOTAL EST COST REMOVALS REMOVALS SUBTOTAL NEW MATERIALS NEW MATERIALS SUBTOTAL RRFB SYSTEMS RRFB SYSTEMS SUBTOTAL TOTAL ESTIMATED PROJECT COST SIGNING AND STRIPING SUBTOTAL MISCELLANEOUS MICELLANEOUS SUBTOTAL DRAFT C H H H G U S C FH F H C F G U C U VANG UGNG UGNG1 10954 bmi.tblH:\CACO\T44116089\CAD\MS\layouts\Prelim_Layout_Park Concept_Full Narrow.dgn9:16:25 AMpdf-plotter.pltcfgmikela6/8/2018Powers BlvdLAYOUT LEGEND RAISED CONC. MEDIAN, CURB & GUTTER 11’Park Road Park RoadPowers Blvd11’11’ X 310’ RTL11’ X 350’ LTL11’11’13’ MEDIAN6/8/2018 DRAFT R/WR/WR/WR/W R/W R/WPROPOSED ROADWAY PRIVATE DRIVEWAY/CONCRETE WALK PARK ROAD - RECOMMENDED CONCEPT PEDESTRIAN IMPROVEMENTS POWERS BLVD INPLACE SALVAGE INSTALLSALVAGEINSTALL AHEADAHEADINPLACE(CENTER) RELOCATE INPLACEINPLACEINPLACE LEFT LANE MUST TURN LEFT RIGHT LANE MUST TURN RIGHTDONOTENTERINPLACEDONOTENTERINPLACEINPLA C EL E FT L A N EM U ST TU R N LE FT I NPLACERI GHTLANEMUSTTURNRI GHTINPLACERIGHTLANEMUSTTURNRIGHTLANDSCAPING/GREEN SPACE ADJUST MANHOLE SCALE IN FEET 30 Powers Blvd Pedestrian Crossings Park Rd Improvements ENGINEERS OPINION OF PROBABLE COST 6/8/2018 DESCRIPTION REMOVE PAVEMENT SY $6.00 530 $3,180.00 REOMVE CURB & GUTTER LIN FT $5.00 690 $3,450.00 REMOVE CONCRETE MEDIAN SY $8.00 360 $2,880.00 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $5.00 730 $3,650.00 $13,160.00 ADJUST UTILITIES EACH $500.00 1 $500.00 AGGREGATE BASE (10")CU YD $35.00 100 $3,500.00 BITUMINOUS PAVEMENT (6")TON $75.00 200 $15,000.00 CONCRETE MEDIAN (4")SF $5.00 4,030 $20,150.00 CONCRETE CURB & GUTTER (B618) LIN FT $20.00 800 $16,000.00 CONCRETE PAVEMENT (6")SY $60.00 32 $1,934.00 TRUNCATED DOMES SF $50.00 52 $2,600.00 $59,684.00 RRFB SYSTEM LUMP SUM $60,000.00 1 $60,000.00 RELOCATE RRFB LUMP SUM $1,500.00 1 $1,500.00 $61,500.00 4" MULTI-COMPONENT (GR IN) PAVEMENT MARKINGS LIN FT $1.00 1,440 $1,440.00 MULTI-COMPONENT (GR IN) CROSSWALK MARKINGS SQ FT $7.50 612 $4,600.00 $6,040.00 MOBILIZATION LUMP SUM $14,100.00 10% $14,100.00 TRAFFIC CONTROL LUMP SUM $14,100.00 10% $14,100.00 EROSION CONTROL/LANDSCAPING LUMP SUM $2,900.00 2% $2,900.00 CONTINGENCY (20%)LUMP SUM $28,100.00 20% $28,100.00 $59,200.00 $200,000.00TOTAL ESTIMATED PROJECT COST MICELLANEOUS SUBTOTAL Powers Blvd at Park Rd Pedestrian Crossing Project UNIT UNIT COST TOTAL EST QTY TOTAL EST COST REMOVALS NEW MATERIALS RRFB SYSTEMS SIGNING AND STRIPING MISCELLANEOUS REMOVALS SUBTOTAL NEW MATERIALS SUBTOTAL RRFB SYSTEMS SUBTOTAL SIGNING AND STRIPING SUBTOTAL DRAFT 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 27, 2020 RESOLUTION NO: 2020-XX MOTION BY: SECONDED BY: A RESOLUTION APPROVING AWARD OF BIDS FOR THE POWERS BOULEVARD/LAKE LUCY ROAD PEDESTRIAN CROSSING IMPROVEMENT PROJECT NO. PW31A WHEREAS, the City of Chanhassen entered into a Joint Powers Agreement (JPA) with Carver County on March 26, 2018, to study pedestrian crossings along Powers Boulevard at Lake Lucy Road and at Park Road. This JPA is being replaced as it defined Carver County as the lead agency and not all costs were split at a ratio of 50% County/50% City. This JPA also defined two pedestrian crossing locations; and WHEREAS, a new Joint Powers Agreement stipulates that the City will be in the lead for the project design and construction. It also defines one pedestrian crossing location and an evenly split cost share (50% County/50% City). WHEREAS, the construction contract is subject to the approval by the City including concurrence by Carver County due to the low bid amount being over the engineer’s estimate; and WHEREAS, pursuant to an advertisement for bids for Project No. PW31a (Powers Boulevard/Lake Lucy Pedestrian Crossing Improvement Project), bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Bidder Total Bid Amount Valley Paving $743,763.10 GMH Asphalt $744,400.60 JTS Construction $768,744.50 Northwest Asphalt $824,479.74 Meyer Contracting $895,436.52 WHEREAS, the lowest responsible bidder is $144,255.85 over the engineer’s estimate of $599,507.25 which equates to a 24% increase. 2 NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota that the low bid be awarded to Valley Paving in the amount of $743,763.10. Passed and adopted by the Chanhassen City Council this 27th day of January, 2020. ATTEST: Todd Gerhardt, City Manager Elise Ryan, Mayor YES NO ABSENT CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Resolution 2020XX: Award of Bids for Pothole Patching in 2020 Section NEW BUSINESS Item No: G.3. Prepared By Charlie Burke, Street Superintendent File No: PROPOSED MOTION “The City Council approves a NottoExceed Contract of $60,000 to Northwest Asphalt, Inc. for 2020 pothole patching.” Approval requires a Simple Majority Vote of members present. BACKGROUND The Public Works and Engineering departments have been working together on strategizing a plan to complete pothole patching by the middle of August. In the past years Street department staff has solely performed pothole patching, prioritizing the worst areas first and finishing the entire street system by the end of October or early November. With our aging infrastructure and the winter elements the city streets have been directly impacted with more potholes, resulting in motorists driving around or through potholes until the end of summer. DISCUSSION The Public Works and Engineering departments are proposing to subcontract $60,000.00 for pothole patching. We have taken into consideration the overall condition index (OCI) of the street and traffic volumes to help determine what streets we should have the contractor assist the city with, in order to meet the department's goal. The city requested the contractors provide a quote for daily rates for time and materials, which includes the following: blowing the pothole out, spraying emulsion, using 1/4 sand mix to fill, and rolling the patch. The contracted project should be completed by the end of June and city staff would finish the rest of the streets by the middle of August. Attached is a map showing the locations. Bids were received from the following: Northwest Asphalt, Inc.$5,380.00 per day Allied Blacktop Co.$5,740.00 per day Bituminous Roadways, Inc.$6,149.00 per day Minnesota Roadways Co.$6,380.00 per day Minnesota Paving and Materials $9,008.00 per day The low bidder was Northwest Asphalt, Inc. Northwest Asphalt has previously worked for the city on other CITY COUNCIL STAFF REPORTMonday, January 27, 2020SubjectResolution 2020XX: Award of Bids for Pothole Patching in 2020SectionNEW BUSINESS Item No: G.3.Prepared By Charlie Burke, Street Superintendent File No: PROPOSED MOTION“The City Council approves a NottoExceed Contract of $60,000 to Northwest Asphalt, Inc. for 2020 potholepatching.”Approval requires a Simple Majority Vote of members present.BACKGROUNDThe Public Works and Engineering departments have been working together on strategizing a plan to complete potholepatching by the middle of August. In the past years Street department staff has solely performed pothole patching,prioritizing the worst areas first and finishing the entire street system by the end of October or early November. Withour aging infrastructure and the winter elements the city streets have been directly impacted with more potholes,resulting in motorists driving around or through potholes until the end of summer.DISCUSSIONThe Public Works and Engineering departments are proposing to subcontract $60,000.00 for pothole patching. Wehave taken into consideration the overall condition index (OCI) of the street and traffic volumes to help determinewhat streets we should have the contractor assist the city with, in order to meet the department's goal. The cityrequested the contractors provide a quote for daily rates for time and materials, which includes the following: blowingthe pothole out, spraying emulsion, using 1/4 sand mix to fill, and rolling the patch. The contracted project should becompleted by the end of June and city staff would finish the rest of the streets by the middle of August. Attached is a map showing the locations.Bids were received from the following:Northwest Asphalt, Inc.$5,380.00 per dayAllied Blacktop Co.$5,740.00 per dayBituminous Roadways, Inc.$6,149.00 per dayMinnesota Roadways Co.$6,380.00 per dayMinnesota Paving and Materials $9,008.00 per day The low bidder was Northwest Asphalt, Inc. Northwest Asphalt has previously worked for the city on other bituminous projects; the most recent being the Bluff Creek Trail Rehabilitation project and Orchard Lane Reconstruction project. Northwest Asphalt's previous work has been acceptable. RECOMMENDATION Staff recommends accepting the base bid and awarding the contract for the 2020 Pothole Patching project to Northwest Asphalt, Inc. 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By: City of Chanhassen - Engineering Department CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 13, 2020 RESOLUTION NO: 2020-04 MOTION BY: SECONDED BY: A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE 2020 POTHOLE PATCHING PROJECT NO. 20-10 WHEREAS, pursuant to an invitation for bids for Project No. 20-10 (2020 Pothole Patching project), bids were received and tabulated according to law, and the following bids were received complying with the invitation: Bidder Total Bid Amount per Day Northwest Asphalt, Inc. $5,380.00 Allied Blacktop Co. $5,740.00 Bituminous Roadways, Inc. $6,149.00 Minnesota Roadways Co. $6,380.00 Minnesota Paving & Materials $9,008.00 WHEREAS, Northwest Asphalt, Inc. is the lowest responsible bidder with a total bid of $5,380.00 per day as part of a total not to exceed contract amount of $60,000.00; NOW THEREFORE, BE IT RESOLVED by the Chanhassen City Council: The mayor and clerk are hereby authorized and directed to enter into a contract with Northwest Asphalt Inc. in the name of the City of Chanhassen for the 2020 Pothole Patching Project No. 20- 10. Passed and adopted by the Chanhassen City Council this 13th day of January, 2020. ATTEST: Todd Gerhardt, City Manager Elise Ryan, Mayor YES NO ABSENT CITY COUNCIL STAFF REPORT Monday, January 27, 2020 Subject Review of Claims Paid 01272020 Section CORRESPONDENCE DISCUSSION Item No: J.1. Prepared By Greg Sticha, Finance Director File No: SUMMARY The following claims are submitted for review on January 27, 2020: Check Numbers Amounts 172386 – 172506 $524,121.51 ACH Payments $296,492.76 Total All Claims $820,614.27 ATTACHMENTS: Check Summary Check Summary ACH Check Detail Check Detail ACH Accounts Payable User: Printed: dwashburn 1/17/2020 8:40 AM Checks by Date - Summary by Check Number Check No Check DateVendor NameVendor No Void Checks Check Amount ALLSTR ALLSTREAM 01/09/2020 0.00 634.80172386 APAGRO APACHE GROUP 01/09/2020 0.00 1,356.77172387 ASPEQU Aspen Equipment 01/09/2020 0.00 92.96172388 ASPMIL ASPEN MILLS 01/09/2020 0.00 1,472.71172389 bffas B & F Fastener Supply 01/09/2020 0.00 185.97172390 BORSTA BORDER STATES ELECTRIC SUPPLY 01/09/2020 0.00 187.00172391 CENENE CENTERPOINT ENERGY MINNEGASCO 01/09/2020 0.00 4,603.55172392 CORMAI CORE & MAIN LP 01/09/2020 0.00 268.82172393 CustFir Customized Fire Rescue Training Inc 01/09/2020 0.00 2,740.00172394 EMPGRO EMPLOYEE GROUP FUND 01/09/2020 0.00 147.50172395 ExConc Excel Concrete, Inc 01/09/2020 0.00 3,200.00172396 GREMEA GREEN MEADOWS INC 01/09/2020 0.00 1,100.00172397 KOEHJASO Jason Koehnen 01/09/2020 0.00 69.50172398 LawPro Lawson Products, Inc.01/09/2020 0.00 143.82172399 LotPri Lotus Print Group, Inc.01/09/2020 0.00 662.90172400 MACZPATR PATRICK MACZKO 01/09/2020 0.00 425.00172401 NOVSOL NOVEL SOLAR THREE, LLC 01/09/2020 0.00 9,206.60172402 NuttDon Don Nutter 01/09/2020 0.00 578.00172403 PratChri Chris Pratley 01/09/2020 0.00 103.10172404 QUAFIR Quality First Janitorial & Maintenance Inc 01/09/2020 0.00 400.00172405 SABIDEAN DEAN SABINSKE 01/09/2020 0.00 225.08172406 SHOTRU SHOREWOOD TRUE VALUE 01/09/2020 0.00 2.76172407 THECON THEIS CONSTRUCTION CO 01/09/2020 0.00 44,314.00172408 UltRes Ultimate Restoration Inc 01/09/2020 0.00 317.30172409 ABCCLE ABC Cleaning, LLC 01/09/2020 0.00 170.00172410 ALPAUR Alphagraphics Aurora #492 01/09/2020 0.00 187.40172411 ASCAP ASCAP 01/09/2020 0.00 363.00172412 BCATRA BCA 01/09/2020 0.00 30.00172413 BLAZMARY Mary Blazanin 01/09/2020 0.00 85.97172414 UB*01871 BURNET TITLE 01/09/2020 0.00 18.45172415 UB*01877 BURNET TITLE 01/09/2020 0.00 27.19172416 UB*01881 BURNET TITLE 01/09/2020 0.00 15.27172417 UB*01887 BURNET TITLE 01/09/2020 0.00 12.18172418 CARLIC CARVER COUNTY LICENSE CENTER 01/09/2020 VOID 1,713.25 0.00172419 UB*01890 SARA CHAPMAN 01/09/2020 0.00 69.50172420 ComMin Compass Minerals America, Inc 01/09/2020 0.00 9,389.14172421 CUMMRO Rodney Cummings 01/09/2020 0.00 94.00172422 DigImp Digital Impact Solutions, LLC 01/09/2020 0.00 144.00172423 DogRoa Dogwood Road, LLC 01/09/2020 0.00 3,201.40172424 UB*01873 BRUCE & TAMMY DUNCAN 01/09/2020 0.00 56.55172425 UB*01883 EDGEWATER TITLE GROUP 01/09/2020 0.00 20.47172426 UB*01889 EDGEWATER TITLE GROUP 01/09/2020 0.00 65.60172427 UB*01869 EDGEWATER TITLE GROUP LLC 01/09/2020 0.00 37.86172428 UB*01882 EDGEWATER TITLE GROUP LLC 01/09/2020 0.00 8.03172429 EllDra Ellingson Drainage, Inc.01/09/2020 0.00 3,000.00172430 FACMOT FACTORY MOTOR PARTS COMPANY 01/09/2020 0.00 464.95172431 UB*01896 FIRST AMERICAN TITLE INSURANCE COMPANY01/09/2020 0.00 35.58172432 Page 1AP Checks by Date - Summary by Check Number (1/17/2020 8:40 AM) Check No Check DateVendor NameVendor No Void Checks Check Amount UB*01888 GLOBAL CLOSING & TITLE SERVICES 01/09/2020 0.00 61.73172433 gonhom GONYEA HOMES 01/09/2020 0.00 3,200.00172434 UB*01894 GONYEA HOMES INC 01/09/2020 0.00 167.30172435 UB*01874 PHYLLIS GRAIKOWSKI 01/09/2020 0.00 82.23172436 UB*01872 SANDRA GRELL WELLS 01/09/2020 0.00 36.47172437 UB*01880 MEI-KUEI & MICHAEL HJEMSTAD 01/09/2020 0.00 6.79172438 UB*01879 MARLYS M KNUTSON REVOCABLE TRUST01/09/2020 0.00 60.37172439 UB*01870 LAND TITLE 01/09/2020 0.00 5.97172440 OffSec Office of the Secretary of State 01/09/2020 0.00 120.00172441 UB*01885 CHAD PACYGA 01/09/2020 0.00 62.07172442 UB*01878 AGUSTIN & CLAUDIA PALATTAO 01/09/2020 0.00 15.72172443 DeaPre Deanna Preiss 01/09/2020 0.00 40.00172444 UB*01886 RESULT TITLE 01/09/2020 0.00 200.83172445 pritan Priya Tandon 01/09/2020 0.00 200.00172446 UB*01875 TITLE NEXUS LLC 01/09/2020 0.00 19.29172447 UB*01893 TITLE ONE INC 01/09/2020 0.00 9.07172448 UB*01884 TRADEMARK TITLE SERVICES 01/09/2020 0.00 67.00172449 UB*01897 TRADEMARK TITLE SERVICES 01/09/2020 0.00 30.63172450 UB*01876 WATERMARK TITLE AGENCY 01/09/2020 0.00 19.66172451 UB*01891 WATERMARK TITLE AGENCY 01/09/2020 0.00 250.77172452 UB*01895 WATERMARK TITLE AGENCY 01/09/2020 0.00 21.25172453 UB*01892 CARL & EMILY WESTMARK 01/09/2020 0.00 10.69172454 yard Yardscapes, Inc 01/09/2020 0.00 500.00172455 CARLIC CARVER COUNTY LICENSE CENTER 01/10/2020 0.00 38.50172456 CARLIC CARVER COUNTY LICENSE CENTER 01/10/2020 0.00 519.75172457 CARLIC CARVER COUNTY LICENSE CENTER 01/10/2020 0.00 346.50172458 CARLIC CARVER COUNTY LICENSE CENTER 01/10/2020 0.00 19.25172459 CARLIC CARVER COUNTY LICENSE CENTER 01/10/2020 0.00 77.00172460 CARLIC CARVER COUNTY LICENSE CENTER 01/10/2020 0.00 115.50172461 CARLIC CARVER COUNTY LICENSE CENTER 01/10/2020 0.00 19.25172462 CARLIC CARVER COUNTY LICENSE CENTER 01/10/2020 0.00 38.50172463 CARLIC CARVER COUNTY LICENSE CENTER 01/10/2020 0.00 539.00172464 ANDEJOAN Joan Anderson 01/16/2020 0.00 75.00172465 BCATRA BCA 01/16/2020 0.00 45.00172466 BERCOF BERRY COFFEE COMPANY 01/16/2020 0.00 621.87172467 BLAMAN Blackburn Manufacturing Company 01/16/2020 0.00 795.13172468 BS&ASo BS & A Software 01/16/2020 0.00 23,080.00172469 CENENE CENTERPOINT ENERGY MINNEGASCO 01/16/2020 0.00 2,416.64172470 CenLin CenturyLink 01/16/2020 0.00 64.00172471 ComMin Compass Minerals America, Inc 01/16/2020 0.00 6,190.50172472 CulBot Culligan Bottled Water 01/16/2020 0.00 28.66172473 GleJul Julie and John Gleason 01/16/2020 0.00 250.00172474 HENCHE HENNEPIN COUNTY FIRE CHIEF'S ASSN01/16/2020 0.00 100.00172475 ICMART ICMA RETIREMENT AND TRUST-457 01/16/2020 0.00 1,408.33172476 JAGCOM Jaguar Communications Inc 01/16/2020 0.00 53.63172477 LIFFIT LIFETIME FITNESS INC 01/16/2020 0.00 3,000.00172478 MCKMED McKesson Medical-Surgical Inc 01/16/2020 0.00 27.06172479 MEFIRE METRO CHIEF FIRE OFFICERS ASSN 01/16/2020 0.00 100.00172480 metcit Metro Cities 01/16/2020 0.00 8,317.00172481 METCO2 METROPOLITAN COUNCIL 01/16/2020 0.00 172,654.49172482 MinuPre Minuteman Press 01/16/2020 0.00 16.00172483 MONNTIM TIM MONNENS 01/16/2020 0.00 269.91172484 MunH2O Municipal H2O 01/16/2020 0.00 4,200.00172485 SOFHOU SOFTWARE HOUSE INTERNATIONAL 01/16/2020 0.00 2,483.52172486 WastMana Waste Management of Minnesota, Inc 01/16/2020 0.00 1,184.43172487 AE2SCON AE2S CONSTRUCTION LLC 01/16/2020 0.00 5,742.04172488 CENENE CENTERPOINT ENERGY MINNEGASCO 01/16/2020 0.00 69.80172489 Page 2AP Checks by Date - Summary by Check Number (1/17/2020 8:40 AM) Check No Check DateVendor NameVendor No Void Checks Check Amount CHASKA CITY OF CHASKA 01/16/2020 0.00 995.40172490 CulBot Culligan Bottled Water 01/16/2020 0.00 84.90172491 EHLERS EHLERS & ASSOCIATES INC 01/16/2020 0.00 612.50172492 ferwat Ferguson Waterworks #2518 01/16/2020 0.00 31.03172493 gurban G Urban Companies, Inc 01/16/2020 0.00 172,900.00172494 JERTRA JERRY'S TRANSMISSION SER.01/16/2020 0.00 452.62172495 JHLAR JH LARSON COMPANY 01/16/2020 0.00 110.20172496 MNUCFU Minnesota UC Fund 01/16/2020 0.00 481.81172497 MinuPre Minuteman Press 01/16/2020 0.00 64.00172498 MNNAT MN DEPT OF NATURAL RESOURCES 01/16/2020 0.00 11,787.47172499 CAPAGE Scott-Carver-Dakota CAP Agency Inc 01/16/2020 0.00 2,100.00172500 Shred Shred-It 01/16/2020 0.00 145.78172501 SIGNSO SIGNSOURCE 01/16/2020 0.00 130.00172502 SOUSUB Southwest Suburban Publishing 01/16/2020 0.00 2,289.64172503 TayEle Taylor Electric Company, LLC 01/16/2020 0.00 1,793.00172504 TWIHAR TWIN CITY HARDWARE 01/16/2020 0.00 14.38172505 WINGRICH RICHARD WING 01/16/2020 0.00 100.00172506 Report Total (121 checks): 524,121.51 1,713.25 Page 3AP Checks by Date - Summary by Check Number (1/17/2020 8:40 AM) Accounts Payable Checks by Date - Summary by Check User: dwashburn Printed: 1/17/2020 8:41 AM Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH ACCELA ACCELA, INC #774375 01/09/2020 0.00 42,491.00 ACH BERCAS BERGERSON CASWELL INC 01/09/2020 0.00 33,240.00 ACH carcou Carver County 01/09/2020 0.00 1,314.12 ACH CCPNIM CCP NI MASTER TENANT 4 LLC 01/09/2020 0.00 2,566.83 ACH COMINT COMPUTER INTEGRATION TECHN. 01/09/2020 0.00 12,914.54 ACH EMEAUT EMERGENCY AUTOMOTIVE TECH INC 01/09/2020 0.00 953.35 ACH engwat Engel Water Testing Inc 01/09/2020 0.00 500.00 ACH FASCOM FASTENAL COMPANY 01/09/2020 0.00 330.83 ACH GOPSTA GOPHER STATE ONE-CALL INC 01/09/2020 0.00 197.10 ACH HAWCHE HAWKINS CHEMICAL 01/09/2020 0.00 4,691.02 ACH INDLAN Indoor Landscapes Inc 01/09/2020 0.00 187.00 ACH InnOff Innovative Office Solutions LLC 01/09/2020 0.00 1,951.53 ACH Marco Marco Inc 01/09/2020 0.00 970.68 ACH MERACE MERLINS ACE HARDWARE 01/09/2020 0.00 1,033.47 ACH MVEC MN VALLEY ELECTRIC COOP 01/09/2020 0.00 6,686.16 ACH MUSTOG MUSIC TOGETHER LAKESIDE 01/09/2020 0.00 914.00 ACH NAPA NAPA AUTO & TRUCK PARTS 01/09/2020 0.00 5,173.20 ACH PotMN Potentia MN Solar 01/09/2020 0.00 3,670.51 ACH PREMRM PRECISE MRM LLC 01/09/2020 0.00 300.00 ACH HLBTAU REDPATH AND COMPANY, LTD 01/09/2020 0.00 6,000.00 ACH Spring Springbrook 01/09/2020 0.00 2,864.00 ACH SUBCHE SUBURBAN CHEVROLET 01/09/2020 0.00 145.09 ACH TouPoi TouchPoint Logic LLC 01/09/2020 0.00 320.00 ACH UniFar United Farmers Cooperative 01/09/2020 0.00 379.77 ACH VERIZO VERIZON WIRELESS 01/09/2020 0.00 3,625.67 ACH WSB WSB & ASSOCIATES INC 01/09/2020 0.00 800.50 ACH ANCTEC ANCOM COMMUNICATIONS 01/16/2020 0.00 375.00 ACH BENEXT BENEFIT EXTRAS INC 01/16/2020 0.00 610.09 ACH BENEXT BENEFIT EXTRAS INC 01/16/2020 0.00 26.00 ACH BROAWA BROADWAY AWARDS 01/16/2020 0.00 142.23 ACH CAMKNU CAMPBELL KNUTSON 01/16/2020 0.00 11,904.04 ACH CarCou Carver County 01/16/2020 0.00 55,990.99 ACH ColEng Collins Engineers Inc 01/16/2020 0.00 1,400.00 ACH DiaSno Diamond Snow & Ice Control 01/16/2020 0.00 2,800.00 ACH FASCOM FASTENAL COMPANY 01/16/2020 0.00 32.44 ACH FORAME FORCE AMERICA INC 01/16/2020 0.00 493.38 ACH IMPPOR IMPERIAL PORTA PALACE 01/16/2020 0.00 849.75 ACH InnOff Innovative Office Solutions LLC 01/16/2020 0.00 681.26 ACH InnOff Innovative Office Solutions LLC 01/16/2020 0.00 108.76 ACH JEFFIR JEFFERSON FIRE SAFETY INC 01/16/2020 0.00 6,826.11 ACH KATFUE KATH FUEL OIL SERVICE 01/16/2020 0.00 17,076.15 ACH BENSKAYE KAYE L BENSON 01/16/2020 0.00 616.00 ACH KIMHOR KIMLEY HORN AND ASSOCIATES INC 01/16/2020 0.00 35,210.48 ACH METCO Metropolitan Council, Env Svcs 01/16/2020 0.00 7,380.45 ACH MINNOCC MINNESOTA OCCUPATIONAL HEALTH 01/16/2020 0.00 574.15 ACH MNLABO MN DEPT OF LABOR AND INDUSTRY 01/16/2020 0.00 2,464.51 ACH MVEC MN VALLEY ELECTRIC COOP 01/16/2020 0.00 236.60 Page 1 of 2 Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH MUNCOD MUNICIPAL CODE CORPORATION 01/16/2020 0.00 3,448.00 ACH MUNLEG MUNICIPAL LEGISLATIVE COMMISSION 01/16/2020 0.00 6,566.50 ACH SPRPCS SPRINT PCS 01/16/2020 0.00 103.44 ACH TCIInc TCIC, Inc. 01/16/2020 0.00 438.00 ACH Uhlcom UHL Company Inc 01/16/2020 0.00 5,332.00 ACH UNIWAY UNITED WAY 01/16/2020 0.00 30.40 ACH WWGRA WW GRAINGER INC 01/16/2020 0.00 555.66 Report Total: 0.00 296,492.76 Page 2 of 2 Accounts Payable Check Detail-Checks User: dwashburn Printed: 01/17/2020 - 8:47 AM Name Check Da Account Description Amount ABC Cleaning, LLC 01/09/2020 101-1190-4350 Cleaning 170.00 ABC Cleaning, LLC 170.00 AE2S CONSTRUCTION LLC 01/16/2020 700-0000-4300 Project P05126-2019-002 - 11/30/19 - 12/27/19 1,405.73 AE2S CONSTRUCTION LLC 01/16/2020 700-0000-4300 Project P05126-2019-001 - 11/30/19 - 12/27/19 4,336.31 AE2S CONSTRUCTION LLC 5,742.04 ALLSTREAM 01/09/2020 400-4101-4703 Class D Licenses for Mitel 53XX Phones 634.80 ALLSTREAM 634.80 Alphagraphics Aurora #492 01/09/2020 101-1320-4340 Leave Requests Carbobless Padding 62.47 Alphagraphics Aurora #492 01/09/2020 701-0000-4120 Leave Requests Carbobless Padding 62.47 Alphagraphics Aurora #492 01/09/2020 101-1550-4120 Leave Requests Carbobless Padding 62.46 Alphagraphics Aurora #492 187.40 Anderson Joan 01/16/2020 101-1539-4300 Pickleball 75.00 Anderson Joan 75.00 APACHE GROUP 01/09/2020 101-1170-4150 Restroom/Cleaning Supplies 1,356.77 APACHE GROUP 1,356.77 ASCAP 01/09/2020 101-1530-4300 License Fee 01/01/2020 - 12/31/2020 363.00 ASCAP 363.00 Aspen Equipment 01/09/2020 101-1550-4120 Headlight Return -376.50 Aspen Equipment 01/09/2020 700-0000-4520 Seat Cover 232.00 Aspen Equipment 01/09/2020 701-0000-4520 Seat Cover 237.46 Aspen Equipment 92.96 ASPEN MILLS 01/09/2020 101-1220-4240 Fire Department - Dan Martinez 47.75 ASPEN MILLS 01/09/2020 101-1220-4240 Stock Order for Rob Weidman 1,424.96 ASPEN MILLS 1,472.71 B & F Fastener Supply 01/09/2020 101-1320-4120 Vehicle Supplies 185.97 B & F Fastener Supply 185.97 BCA 01/09/2020 101-1120-4300 Criminal Background Check 30.00 Accounts Payable - Check Detail-Checks (01/17/2020 - 8:47 AM)Page 1 of 10 Name Check Da Account Description Amount BCA 01/16/2020 101-1120-4300 Background Investigation 45.00 BCA 75.00 BERRY COFFEE COMPANY 01/16/2020 101-1170-4110 Coffee 621.87 BERRY COFFEE COMPANY 621.87 Blackburn Manufacturing Company 01/16/2020 701-0000-4150 Supplies 795.13 Blackburn Manufacturing Company 795.13 Blazanin Mary 01/09/2020 101-1560-4130 Maj Jong Set - Senior Center Activities 85.97 Blazanin Mary 85.97 BORDER STATES ELECTRIC SUPPLY 01/09/2020 101-1190-4510 Lamps 187.00 BORDER STATES ELECTRIC SUPPLY 187.00 BS & A Software 01/16/2020 400-0000-4703 Software 23,080.00 BS & A Software 23,080.00 BURNET TITLE 01/09/2020 700-0000-2020 Refund Check 6.09 BURNET TITLE 01/09/2020 701-0000-2020 Refund Check 6.23 BURNET TITLE 01/09/2020 720-0000-2020 Refund Check 5.41 BURNET TITLE 01/09/2020 700-0000-2020 Refund Check 0.72 BURNET TITLE 01/09/2020 701-0000-2020 Refund Check 27.19 BURNET TITLE 01/09/2020 700-0000-2020 Refund Check 5.40 BURNET TITLE 01/09/2020 701-0000-2020 Refund Check 8.48 BURNET TITLE 01/09/2020 720-0000-2020 Refund Check 0.55 BURNET TITLE 01/09/2020 700-0000-2020 Refund Check 0.84 BURNET TITLE 01/09/2020 700-0000-2020 Refund Check 3.46 BURNET TITLE 01/09/2020 701-0000-2020 Refund Check 3.85 BURNET TITLE 01/09/2020 720-0000-2020 Refund Check 4.30 BURNET TITLE 01/09/2020 700-0000-2020 Refund Check 0.57 BURNET TITLE 73.09 CARVER COUNTY LICENSE CENTER 01/10/2020 101-1310-4140 License Tab- Engineering (2) 38.50 CARVER COUNTY LICENSE CENTER 01/10/2020 101-1320-4440 License Tab- Street (28) 539.00 CARVER COUNTY LICENSE CENTER 01/10/2020 101-1170-4440 License Tab- City Hall (2) 38.50 CARVER COUNTY LICENSE CENTER 01/10/2020 101-1550-4440 License Tab- Parks (27) 519.75 CARVER COUNTY LICENSE CENTER 01/10/2020 700-0000-4140 License Tab- Sewer & Water (18) 346.50 CARVER COUNTY LICENSE CENTER 01/10/2020 101-1420-4140 License Tab- Planning (1) 19.25 CARVER COUNTY LICENSE CENTER 01/10/2020 101-1370-4440 License Tab- Garage (4) 77.00 CARVER COUNTY LICENSE CENTER 01/10/2020 101-1250-4440 License Tab- Code Enforcement (6) 115.50 CARVER COUNTY LICENSE CENTER 01/10/2020 101-1260-4140 License Tab- Animal Control (1) 19.25 CARVER COUNTY LICENSE CENTER 1,713.25 CENTERPOINT ENERGY MINNEGASCO 01/09/2020 101-1190-4320 7711 Kerber Blvd 1,464.44 CENTERPOINT ENERGY MINNEGASCO 01/09/2020 101-1550-4320 1456 W 78th St 343.63 CENTERPOINT ENERGY MINNEGASCO 01/09/2020 700-0000-4320 2323 Lake Lucy Rd 45.38 CENTERPOINT ENERGY MINNEGASCO 01/09/2020 700-7043-4320 2100 Lake Harrison Rd 1,113.65 Accounts Payable - Check Detail-Checks (01/17/2020 - 8:47 AM)Page 2 of 10 Name Check Da Account Description Amount CENTERPOINT ENERGY MINNEGASCO 01/09/2020 101-1170-4320 7700 Market Blvd 1,226.36 CENTERPOINT ENERGY MINNEGASCO 01/09/2020 700-7019-4320 201 W 79th Street 410.09 CENTERPOINT ENERGY MINNEGASCO 01/16/2020 101-1370-4320 7901 Park Pl 1,933.32 CENTERPOINT ENERGY MINNEGASCO 01/16/2020 101-1600-4320 6930 Minneswashta 52.34 CENTERPOINT ENERGY MINNEGASCO 01/16/2020 701-0000-4320 3900 Highway 7 17.46 CENTERPOINT ENERGY MINNEGASCO 01/16/2020 700-0000-4320 7901 Park Pl 241.66 CENTERPOINT ENERGY MINNEGASCO 01/16/2020 701-0000-4320 7901 Park Pl 241.66 CENTERPOINT ENERGY MINNEGASCO 7,089.99 CenturyLink 01/16/2020 700-0000-4310 Monthly Service Jan 1 - Jan 31 32.00 CenturyLink 01/16/2020 701-0000-4310 Monthly Service Jan 1 - Jan 31 32.00 CenturyLink 64.00 CHAPMAN SARA 01/09/2020 700-0000-2020 Refund Check 20.85 CHAPMAN SARA 01/09/2020 701-0000-2020 Refund Check 48.65 CHAPMAN SARA 69.50 CITY OF CHASKA 01/16/2020 101-1560-4300 Hark! Church Basement Ladies@ Ames Center 995.40 CITY OF CHASKA 995.40 Compass Minerals America, Inc 01/09/2020 101-1320-4150 Bulk Coarse 9,389.14 Compass Minerals America, Inc 01/16/2020 101-1320-4150 Bulk Coarse 3,895.87 Compass Minerals America, Inc 01/16/2020 101-1320-4150 Bulk Coarse 2,294.63 Compass Minerals America, Inc 15,579.64 CORE & MAIN LP 01/09/2020 700-0000-4550 Parts 268.82 CORE & MAIN LP 268.82 Culligan Bottled Water 01/16/2020 101-1220-4300 Bottled Water Equipment rental 28.66 Culligan Bottled Water 01/16/2020 101-1220-4300 Water 84.90 Culligan Bottled Water 113.56 Cummings Rodney 01/09/2020 101-1532-3631 Punch Card Refund 94.00 Cummings Rodney 94.00 Customized Fire Rescue Training Inc 01/09/2020 101-1220-4370 NFPA1001 145 Hour Course 2,740.00 Customized Fire Rescue Training Inc 2,740.00 Digital Impact Solutions, LLC 01/09/2020 101-1611-4130 FebFest Ice Fishing Tickets 144.00 Digital Impact Solutions, LLC 144.00 Dogwood Road, LLC 01/09/2020 815-8221-2024 Arbor Cove Project Number 14-06 3,201.40 Dogwood Road, LLC 3,201.40 DUNCAN BRUCE & TAMMY 01/09/2020 700-0000-2020 Refund Check 15.30 DUNCAN BRUCE & TAMMY 01/09/2020 701-0000-2020 Refund Check 32.15 Accounts Payable - Check Detail-Checks (01/17/2020 - 8:47 AM)Page 3 of 10 Name Check Da Account Description Amount DUNCAN BRUCE & TAMMY 01/09/2020 720-0000-2020 Refund Check 8.03 DUNCAN BRUCE & TAMMY 01/09/2020 700-0000-2020 Refund Check 1.07 DUNCAN BRUCE & TAMMY 56.55 EDGEWATER TITLE GROUP 01/09/2020 700-0000-2020 Refund Check 10.86 EDGEWATER TITLE GROUP 01/09/2020 701-0000-2020 Refund Check 8.70 EDGEWATER TITLE GROUP 01/09/2020 720-0000-2020 Refund Check 0.60 EDGEWATER TITLE GROUP 01/09/2020 700-0000-2020 Refund Check 0.31 EDGEWATER TITLE GROUP 01/09/2020 700-0000-2020 Refund Check 44.83 EDGEWATER TITLE GROUP 01/09/2020 701-0000-2020 Refund Check 17.03 EDGEWATER TITLE GROUP 01/09/2020 720-0000-2020 Refund Check 3.30 EDGEWATER TITLE GROUP 01/09/2020 700-0000-2020 Refund Check 0.44 EDGEWATER TITLE GROUP 86.07 EDGEWATER TITLE GROUP LLC 01/09/2020 700-0000-2020 Refund Check 14.42 EDGEWATER TITLE GROUP LLC 01/09/2020 701-0000-2020 Refund Check 19.21 EDGEWATER TITLE GROUP LLC 01/09/2020 720-0000-2020 Refund Check 3.50 EDGEWATER TITLE GROUP LLC 01/09/2020 700-0000-2020 Refund Check 0.73 EDGEWATER TITLE GROUP LLC 01/09/2020 701-0000-2020 Refund Check 1.26 EDGEWATER TITLE GROUP LLC 01/09/2020 700-0000-2020 Refund Check 2.92 EDGEWATER TITLE GROUP LLC 01/09/2020 720-0000-2020 Refund Check 3.40 EDGEWATER TITLE GROUP LLC 01/09/2020 700-0000-2020 Refund Check 0.45 EDGEWATER TITLE GROUP LLC 45.89 EHLERS & ASSOCIATES INC 01/16/2020 700-0000-4300 2019 Utility Rate Study 122.50 EHLERS & ASSOCIATES INC 01/16/2020 701-0000-4300 2019 Utility Rate Study 122.50 EHLERS & ASSOCIATES INC 01/16/2020 720-0000-4300 2019 Utility Rate Study 122.50 EHLERS & ASSOCIATES INC 01/16/2020 300-0000-4300 Frontier Redevelopment 2 245.00 EHLERS & ASSOCIATES INC 612.50 Ellingson Drainage, Inc.01/09/2020 815-8221-2024 Meter 3,000.00 Ellingson Drainage, Inc. 3,000.00 EMPLOYEE GROUP FUND 01/09/2020 101-1110-4370 2019 Soda Use 147.50 EMPLOYEE GROUP FUND 147.50 Excel Concrete, Inc 01/09/2020 700-0000-4552 Repairs 3,200.00 Excel Concrete, Inc 3,200.00 FACTORY MOTOR PARTS COMPANY 01/09/2020 101-1320-4140 Parts 358.68 FACTORY MOTOR PARTS COMPANY 01/09/2020 101-1550-4140 Parts 106.27 FACTORY MOTOR PARTS COMPANY 464.95 Ferguson Waterworks #2518 01/16/2020 700-7019-4550 31.03 Ferguson Waterworks #2518 31.03 FIRST AMERICAN TITLE INSURANCE COMPANY 01/09/2020 700-0000-2020 Refund Check 20.60 Accounts Payable - Check Detail-Checks (01/17/2020 - 8:47 AM)Page 4 of 10 Name Check Da Account Description Amount FIRST AMERICAN TITLE INSURANCE COMPANY 01/09/2020 701-0000-2020 Refund Check 13.37 FIRST AMERICAN TITLE INSURANCE COMPANY 01/09/2020 720-0000-2020 Refund Check 1.42 FIRST AMERICAN TITLE INSURANCE COMPANY 01/09/2020 700-0000-2020 Refund Check 0.19 FIRST AMERICAN TITLE INSURANCE COMPANY 35.58 G Urban Companies, Inc 01/16/2020 605-6501-4751 Building Demolition and Site Restoration 172,900.00 G Urban Companies, Inc 172,900.00 Gleason Julie and John 01/16/2020 815-8202-2024 6941 Nez Perce Drive - Permit 2019-03332 250.00 Gleason Julie and John 250.00 GLOBAL CLOSING & TITLE SERVICES 01/09/2020 700-0000-2020 Refund Check 14.71 GLOBAL CLOSING & TITLE SERVICES 01/09/2020 701-0000-2020 Refund Check 33.96 GLOBAL CLOSING & TITLE SERVICES 01/09/2020 720-0000-2020 Refund Check 10.62 GLOBAL CLOSING & TITLE SERVICES 01/09/2020 700-0000-2020 Refund Check 2.44 GLOBAL CLOSING & TITLE SERVICES 61.73 GONYEA HOMES 01/09/2020 815-8202-2024 permit 2018-00797 - 760 Hawkcrest Circle 3,200.00 GONYEA HOMES 3,200.00 GONYEA HOMES INC 01/09/2020 700-0000-2020 Refund Check 53.68 GONYEA HOMES INC 01/09/2020 701-0000-2020 Refund Check 94.58 GONYEA HOMES INC 01/09/2020 720-0000-2020 Refund Check 16.80 GONYEA HOMES INC 01/09/2020 700-0000-2020 Refund Check 2.24 GONYEA HOMES INC 167.30 GRAIKOWSKI PHYLLIS 01/09/2020 700-0000-2020 Refund Check 2.36 GRAIKOWSKI PHYLLIS 01/09/2020 701-0000-2020 Refund Check 32.30 GRAIKOWSKI PHYLLIS 01/09/2020 720-0000-2020 Refund Check 17.73 GRAIKOWSKI PHYLLIS 01/09/2020 700-0000-2020 Refund Check 29.84 GRAIKOWSKI PHYLLIS 82.23 GREEN MEADOWS INC 01/09/2020 101-1550-4300 Snow Plowing 1,100.00 GREEN MEADOWS INC 1,100.00 GRELL WELLS SANDRA 01/09/2020 700-0000-2020 Refund Check 25.08 GRELL WELLS SANDRA 01/09/2020 701-0000-2020 Refund Check 11.39 GRELL WELLS SANDRA 36.47 HENNEPIN COUNTY FIRE CHIEF'S ASSN 01/16/2020 101-1220-4360 2020 Dues 100.00 HENNEPIN COUNTY FIRE CHIEF'S ASSN 100.00 HJEMSTAD MEI-KUEI & MICHAEL 01/09/2020 700-0000-2020 Refund Check 4.11 HJEMSTAD MEI-KUEI & MICHAEL 01/09/2020 701-0000-2020 Refund Check 1.97 HJEMSTAD MEI-KUEI & MICHAEL 01/09/2020 720-0000-2020 Refund Check 0.29 HJEMSTAD MEI-KUEI & MICHAEL 01/09/2020 700-0000-2020 Refund Check 0.42 Accounts Payable - Check Detail-Checks (01/17/2020 - 8:47 AM)Page 5 of 10 Name Check Da Account Description Amount HJEMSTAD MEI-KUEI & MICHAEL 6.79 ICMA RETIREMENT AND TRUST-457 01/16/2020 101-0000-2009 01/17/20 #304303 1,102.08 ICMA RETIREMENT AND TRUST-457 01/16/2020 700-0000-2009 01/17/20 #304303 152.51 ICMA RETIREMENT AND TRUST-457 01/16/2020 701-0000-2009 01/17/20 #304303 152.49 ICMA RETIREMENT AND TRUST-457 01/16/2020 720-0000-2009 01/17/20 #304303 1.25 ICMA RETIREMENT AND TRUST-457 1,408.33 Jaguar Communications Inc 01/16/2020 700-7043-4310 Water Plant 53.63 Jaguar Communications Inc 53.63 JERRY'S TRANSMISSION SER.01/16/2020 101-1220-4140 Misc Parts 452.62 JERRY'S TRANSMISSION SER. 452.62 JH LARSON COMPANY 01/16/2020 101-1370-4510 Parts 110.20 JH LARSON COMPANY 110.20 KNUTSON REVOCABLE TRUST MARLYS M 01/09/2020 700-0000-2020 Refund Check 20.38 KNUTSON REVOCABLE TRUST MARLYS M 01/09/2020 701-0000-2020 Refund Check 33.62 KNUTSON REVOCABLE TRUST MARLYS M 01/09/2020 720-0000-2020 Refund Check 3.95 KNUTSON REVOCABLE TRUST MARLYS M 01/09/2020 700-0000-2020 Refund Check 2.42 KNUTSON REVOCABLE TRUST MARLYS M 60.37 Koehnen Jason 01/09/2020 101-1550-4240 Clothing allowance 69.50 Koehnen Jason 69.50 LAND TITLE 01/09/2020 701-0000-2020 Refund Check 5.97 LAND TITLE 5.97 Lawson Products, Inc.01/09/2020 101-1370-4260 Tools 143.82 Lawson Products, Inc. 143.82 LIFETIME FITNESS INC 01/16/2020 815-8221-2024 Security Escrow Release 3,000.00 LIFETIME FITNESS INC 3,000.00 Lotus Print Group, Inc.01/09/2020 101-1220-4290 Chahassen Fire Shirts 662.90 Lotus Print Group, Inc. 662.90 MACZKO PATRICK 01/09/2020 101-1320-4240 Clothing allowance 51.93 MACZKO PATRICK 01/09/2020 101-1320-4240 Clothing allowance 203.99 MACZKO PATRICK 01/09/2020 101-1320-4240 Clothing allowance 119.97 MACZKO PATRICK 01/09/2020 101-1320-4240 Clothing allowance 49.11 MACZKO PATRICK 425.00 McKesson Medical-Surgical Inc 01/16/2020 101-1220-4130 Supplies 54.45 Accounts Payable - Check Detail-Checks (01/17/2020 - 8:47 AM)Page 6 of 10 Name Check Da Account Description Amount McKesson Medical-Surgical Inc 01/16/2020 101-1220-4120 Chargeback -27.39 McKesson Medical-Surgical Inc 27.06 METRO CHIEF FIRE OFFICERS ASSN 01/16/2020 101-1220-4360 2020 Dues 100.00 METRO CHIEF FIRE OFFICERS ASSN 100.00 Metro Cities 01/16/2020 101-1110-4360 2020 Metro Cities Membership Dues 8,317.00 Metro Cities 8,317.00 METROPOLITAN COUNCIL 01/16/2020 701-0000-4509 Waste Water Services 172,654.49 METROPOLITAN COUNCIL 172,654.49 Minnesota UC Fund 01/16/2020 720-0000-4060 Quarter 4, 2019 Unemployment 481.81 Minnesota UC Fund 481.81 Minuteman Press 01/16/2020 101-1170-4110 Business cards 16.00 Minuteman Press 01/16/2020 101-1170-4110 Business Cards 64.00 Minuteman Press 80.00 MN DEPT OF NATURAL RESOURCES 01/16/2020 700-0000-4509 Water Permit 11,787.47 MN DEPT OF NATURAL RESOURCES 11,787.47 MONNENS TIM 01/16/2020 700-0000-4240 Clothing allowance 134.95 MONNENS TIM 01/16/2020 701-0000-4240 CLothing allowance 134.96 MONNENS TIM 269.91 Municipal H2O 01/16/2020 700-0000-4300 Annual EPA RMP Compliance Service - West Water 4,200.00 Municipal H2O 4,200.00 NOVEL SOLAR THREE, LLC 01/09/2020 101-1350-4320 November Service 145.93 NOVEL SOLAR THREE, LLC 01/09/2020 700-0000-4320 November Service 5,922.13 NOVEL SOLAR THREE, LLC 01/09/2020 701-0000-4320 November Service 3,138.54 NOVEL SOLAR THREE, LLC 9,206.60 Nutter Don 01/09/2020 101-1220-4370 Tuition Reimbursement Fall 2019 Prsnl Mgmt 578.00 Nutter Don 578.00 Office of the Secretary of State 01/09/2020 101-1250-4440 Notary 120.00 Office of the Secretary of State 120.00 PACYGA CHAD 01/09/2020 700-0000-2020 Refund Check 24.59 PACYGA CHAD 01/09/2020 701-0000-2020 Refund Check 31.78 PACYGA CHAD 01/09/2020 720-0000-2020 Refund Check 3.37 PACYGA CHAD 01/09/2020 700-0000-2020 Refund Check 2.33 Accounts Payable - Check Detail-Checks (01/17/2020 - 8:47 AM)Page 7 of 10 Name Check Da Account Description Amount PACYGA CHAD 62.07 PALATTAO AGUSTIN & CLAUDIA 01/09/2020 700-0000-2020 Refund Check 9.40 PALATTAO AGUSTIN & CLAUDIA 01/09/2020 701-0000-2020 Refund Check 6.32 PALATTAO AGUSTIN & CLAUDIA 15.72 Pratley Chris 01/09/2020 101-1320-4240 Clothing allowance 103.10 Pratley Chris 103.10 Preiss Deanna 01/09/2020 101-1560-4300 Class Cancelled 40.00 Preiss Deanna 40.00 Quality First Janitorial & Maintenance Inc 01/09/2020 101-1370-4350 December 2019 Cleaning 320.00 Quality First Janitorial & Maintenance Inc 01/09/2020 700-0000-4350 December 2019 Cleaning 40.00 Quality First Janitorial & Maintenance Inc 01/09/2020 701-0000-4350 December 2019 Cleaning 40.00 Quality First Janitorial & Maintenance Inc 400.00 RESULT TITLE 01/09/2020 700-0000-2020 Refund Check 137.11 RESULT TITLE 01/09/2020 701-0000-2020 Refund Check 43.75 RESULT TITLE 01/09/2020 720-0000-2020 Refund Check 17.62 RESULT TITLE 01/09/2020 700-0000-2020 Refund Check 2.35 RESULT TITLE 200.83 SABINSKE DEAN 01/09/2020 101-1320-4240 Clothing Allowance 212.49 SABINSKE DEAN 01/09/2020 101-1320-4240 Clothing Allowance 12.59 SABINSKE DEAN 225.08 Scott-Carver-Dakota CAP Agency Inc 01/16/2020 101-1430-4300 Oct 1 - Dec 31, 2019 2,100.00 Scott-Carver-Dakota CAP Agency Inc 2,100.00 SHOREWOOD TRUE VALUE 01/09/2020 101-1190-4260 Mouse Trap 2.76 SHOREWOOD TRUE VALUE 2.76 Shred-It 01/16/2020 101-1160-4300 Shredding Service 145.78 Shred-It 145.78 SIGNSOURCE 01/16/2020 101-1170-4110 Interior Name Plates 130.00 SIGNSOURCE 130.00 SOFTWARE HOUSE INTERNATIONAL 01/16/2020 101-1160-4220 Barracuda Archiver Annual Renewals 2,483.52 SOFTWARE HOUSE INTERNATIONAL 2,483.52 Southwest Suburban Publishing 01/16/2020 101-1110-4340 Notices 523.91 Southwest Suburban Publishing 01/16/2020 101-1110-4340 Notices 138.39 Southwest Suburban Publishing 01/16/2020 101-1110-4340 Notices 112.03 Accounts Payable - Check Detail-Checks (01/17/2020 - 8:47 AM)Page 8 of 10 Name Check Da Account Description Amount Southwest Suburban Publishing 01/16/2020 101-1110-4340 Notices 181.23 Southwest Suburban Publishing 01/16/2020 101-1110-4340 Notices 46.13 Southwest Suburban Publishing 01/16/2020 101-1410-4340 Notices 154.87 Southwest Suburban Publishing 01/16/2020 605-6501-4340 Notices 375.63 Southwest Suburban Publishing 01/16/2020 101-1110-4340 Notices 276.78 Southwest Suburban Publishing 01/16/2020 101-1600-4340 Notices 263.20 Southwest Suburban Publishing 01/16/2020 601-6045-4340 Notices 217.47 Southwest Suburban Publishing 2,289.64 Tandon Priya 01/09/2020 101-0000-1027 FebFest Ticket Sales 200.00 Tandon Priya 200.00 Taylor Electric Company, LLC 01/16/2020 601-6039-4751 Lake Drive East Project #18-02 1,793.00 Taylor Electric Company, LLC 1,793.00 THEIS CONSTRUCTION CO 01/09/2020 410-0000-4706 Park Equipment Replacement 44,314.00 THEIS CONSTRUCTION CO 44,314.00 TITLE NEXUS LLC 01/09/2020 700-0000-2020 Refund Check 4.92 TITLE NEXUS LLC 01/09/2020 701-0000-2020 Refund Check 11.34 TITLE NEXUS LLC 01/09/2020 720-0000-2020 Refund Check 2.68 TITLE NEXUS LLC 01/09/2020 700-0000-2020 Refund Check 0.35 TITLE NEXUS LLC 19.29 TITLE ONE INC 01/09/2020 700-0000-2020 Refund Check 0.53 TITLE ONE INC 01/09/2020 700-0000-2020 Refund Check 3.31 TITLE ONE INC 01/09/2020 701-0000-2020 Refund Check 4.21 TITLE ONE INC 01/09/2020 720-0000-2020 Refund Check 1.02 TITLE ONE INC 9.07 TRADEMARK TITLE SERVICES 01/09/2020 700-0000-2020 Refund Check 16.46 TRADEMARK TITLE SERVICES 01/09/2020 701-0000-2020 Refund Check 39.90 TRADEMARK TITLE SERVICES 01/09/2020 720-0000-2020 Refund Check 9.39 TRADEMARK TITLE SERVICES 01/09/2020 700-0000-2020 Refund Check 1.25 TRADEMARK TITLE SERVICES 01/09/2020 700-0000-2020 Refund Check 6.25 TRADEMARK TITLE SERVICES 01/09/2020 701-0000-2020 Refund Check 14.41 TRADEMARK TITLE SERVICES 01/09/2020 720-0000-2020 Refund Check 8.80 TRADEMARK TITLE SERVICES 01/09/2020 700-0000-2020 Refund Check 1.17 TRADEMARK TITLE SERVICES 97.63 TWIN CITY HARDWARE 01/16/2020 101-1190-4510 Door Weather Stripping 14.38 TWIN CITY HARDWARE 14.38 Ultimate Restoration Inc 01/09/2020 101-1250-3302 Permit 2019-03174 - 7518 West 77th Street 125.00 Ultimate Restoration Inc 01/09/2020 101-1250-3301 Permit 2019-03174 - 7518 West 77th Street 192.30 Ultimate Restoration Inc 317.30 Accounts Payable - Check Detail-Checks (01/17/2020 - 8:47 AM)Page 9 of 10 Name Check Da Account Description Amount Waste Management of Minnesota, Inc 01/16/2020 101-1370-4350 Public Works 121.47 Waste Management of Minnesota, Inc 01/16/2020 700-0000-4350 Public Works 15.19 Waste Management of Minnesota, Inc 01/16/2020 701-0000-4350 Public Works 15.18 Waste Management of Minnesota, Inc 01/16/2020 101-1550-4350 Public Works 477.99 Waste Management of Minnesota, Inc 01/16/2020 101-1220-4350 West Fire Station 30.38 Waste Management of Minnesota, Inc 01/16/2020 101-1170-4350 City Hall 205.66 Waste Management of Minnesota, Inc 01/16/2020 101-1190-4350 Library 240.59 Waste Management of Minnesota, Inc 01/16/2020 101-1220-4350 Main Fire Station 77.97 Waste Management of Minnesota, Inc 1,184.43 WATERMARK TITLE AGENCY 01/09/2020 700-0000-2020 Refund Check 8.16 WATERMARK TITLE AGENCY 01/09/2020 701-0000-2020 Refund Check 8.71 WATERMARK TITLE AGENCY 01/09/2020 720-0000-2020 Refund Check 2.46 WATERMARK TITLE AGENCY 01/09/2020 700-0000-2020 Refund Check 0.33 WATERMARK TITLE AGENCY 01/09/2020 700-0000-2020 Refund Check 143.29 WATERMARK TITLE AGENCY 01/09/2020 701-0000-2020 Refund Check 86.00 WATERMARK TITLE AGENCY 01/09/2020 720-0000-2020 Refund Check 18.96 WATERMARK TITLE AGENCY 01/09/2020 700-0000-2020 Refund Check 2.52 WATERMARK TITLE AGENCY 01/09/2020 700-0000-2020 Refund Check 6.31 WATERMARK TITLE AGENCY 01/09/2020 701-0000-2020 Refund Check 13.14 WATERMARK TITLE AGENCY 01/09/2020 720-0000-2020 Refund Check 0.71 WATERMARK TITLE AGENCY 01/09/2020 700-0000-2020 Refund Check 1.09 WATERMARK TITLE AGENCY 291.68 WESTMARK CARL & EMILY 01/09/2020 700-0000-2020 Refund Check 3.08 WESTMARK CARL & EMILY 01/09/2020 701-0000-2020 Refund Check 6.57 WESTMARK CARL & EMILY 01/09/2020 720-0000-2020 Refund Check 0.51 WESTMARK CARL & EMILY 01/09/2020 700-0000-2020 Refund Check 0.53 WESTMARK CARL & EMILY 10.69 WING RICHARD 01/16/2020 101-1220-4350 Station 2 Cleaner 100.00 WING RICHARD 100.00 Yardscapes, Inc 01/09/2020 815-8202-2024 Permit 2019-01303 7370 Kurvers Point Rd 500.00 Yardscapes, Inc 500.00 524,121.51 Accounts Payable - Check Detail-Checks (01/17/2020 - 8:47 AM)Page 10 of 10 Accounts Payable Check Detail-ACH User: dwashburn Printed: 01/17/2020 - 8:47 AM Name Check Dat Account Description Amount ACCELA, INC #774375 01/09/2020 400-4117-4703 Support 34,796.00 ACCELA, INC #774375 01/09/2020 700-0000-4300 Support 2,565.00 ACCELA, INC #774375 01/09/2020 701-0000-4300 Support 2,565.00 ACCELA, INC #774375 01/09/2020 720-0000-4300 Support 2,565.00 ACCELA, INC #774375 42,491.00 ANCOM COMMUNICATIONS 01/16/2020 101-1220-4531 Repair on mobile radio 375.00 ANCOM COMMUNICATIONS 375.00 BENEFIT EXTRAS INC 01/16/2020 101-0000-2012 Insurance 233.75 BENEFIT EXTRAS INC 01/16/2020 101-1120-4300 Insurance 376.34 BENEFIT EXTRAS INC 01/16/2020 101-0000-2012 2019 Insurance 26.00 BENEFIT EXTRAS INC 636.09 BENSON KAYE L 01/16/2020 101-1539-4300 Fit for Life Instructor 616.00 BENSON KAYE L 616.00 BERGERSON CASWELL INC 01/09/2020 700-7025-4530 Well #9 Project W-032 33,240.00 BERGERSON CASWELL INC 33,240.00 BROADWAY AWARDS 01/16/2020 101-1110-4375 Roger Knutson Plaque 142.23 BROADWAY AWARDS 142.23 CAMPBELL KNUTSON 01/16/2020 101-1140-4302 Legal Services 11,904.04 CAMPBELL KNUTSON 11,904.04 Carver County 01/09/2020 605-6501-4807 PID 25.1200050 1,314.12 Carver County 01/16/2020 720-7205-4300 AIS Watercraft Inspections 55,990.99 Carver County 57,305.11 CCP NI MASTER TENANT 4 LLC 01/09/2020 101-1220-4320 December 2019 43.13 CCP NI MASTER TENANT 4 LLC 01/09/2020 101-1350-4320 December 2019 1,127.02 CCP NI MASTER TENANT 4 LLC 01/09/2020 101-1540-4320 December 2019 126.51 CCP NI MASTER TENANT 4 LLC 01/09/2020 101-1550-4320 December 2019 134.29 CCP NI MASTER TENANT 4 LLC 01/09/2020 101-1600-4320 December 2019 10.33 CCP NI MASTER TENANT 4 LLC 01/09/2020 700-0000-4320 December 2019 38.92 CCP NI MASTER TENANT 4 LLC 01/09/2020 700-7019-4320 December 2019 628.17 CCP NI MASTER TENANT 4 LLC 01/09/2020 701-0000-4320 December 2019 458.46 Accounts Payable - Check Detail-ACH (01/17/2020 - 8:47 AM)Page 1 of 6 Name Check Dat Account Description Amount CCP NI MASTER TENANT 4 LLC 2,566.83 Collins Engineers Inc 01/16/2020 101-1310-4300 Project 63-08555.19 Bridge Inspections 1,400.00 Collins Engineers Inc 1,400.00 COMPUTER INTEGRATION TECHN.01/09/2020 400-4126-4703 Well 3 Replacement Switch for Fiber Loop 4,629.21 COMPUTER INTEGRATION TECHN.01/09/2020 400-4126-4703 FD Station 2 Switch Replacement 8,285.33 COMPUTER INTEGRATION TECHN. 12,914.54 Diamond Snow & Ice Control 01/16/2020 101-1320-4150 Deicer 2,800.00 Diamond Snow & Ice Control 2,800.00 EMERGENCY AUTOMOTIVE TECH INC 01/09/2020 101-1550-4140 Vehicle Lights 49.53 EMERGENCY AUTOMOTIVE TECH INC 01/09/2020 700-0000-4140 Vehicle Lights 903.82 EMERGENCY AUTOMOTIVE TECH INC 953.35 Engel Water Testing Inc 01/09/2020 700-0000-4300 December, 2019 Water Samples 500.00 Engel Water Testing Inc 500.00 FASTENAL COMPANY 01/09/2020 101-1320-4120 Supplies 245.04 FASTENAL COMPANY 01/09/2020 101-1550-4120 Supplies 24.71 FASTENAL COMPANY 01/09/2020 101-1550-4120 Supplies 58.86 FASTENAL COMPANY 01/09/2020 101-1550-4120 Supplies 2.22 FASTENAL COMPANY 01/16/2020 700-0000-4550 Parts 32.44 FASTENAL COMPANY 363.27 FORCE AMERICA INC 01/16/2020 101-1320-4120 Parts 493.38 FORCE AMERICA INC 493.38 GOPHER STATE ONE-CALL INC 01/09/2020 400-0000-4300 Gopher State One Call 197.10 GOPHER STATE ONE-CALL INC 197.10 HAWKINS CHEMICAL 01/09/2020 700-7043-4160 West Plant Supplies 4,691.02 HAWKINS CHEMICAL 4,691.02 IMPERIAL PORTA PALACE 01/16/2020 101-1550-4400 Portable Restrooms - December 2019 849.75 IMPERIAL PORTA PALACE 849.75 Indoor Landscapes Inc 01/09/2020 101-1170-4300 January 2020 Plant Service 187.00 Indoor Landscapes Inc 187.00 Innovative Office Solutions LLC 01/09/2020 101-1170-4110 Office Supplies 116.53 Innovative Office Solutions LLC 01/09/2020 400-0000-4703 Office Supplies 1,835.00 Innovative Office Solutions LLC 01/16/2020 101-1170-4110 Office Supplies 505.73 Innovative Office Solutions LLC 01/16/2020 101-1170-4110 Office Supplies 175.53 Accounts Payable - Check Detail-ACH (01/17/2020 - 8:47 AM)Page 2 of 6 Name Check Dat Account Description Amount Innovative Office Solutions LLC 01/16/2020 101-1170-4110 Office Supplies 49.38 Innovative Office Solutions LLC 01/16/2020 101-1170-4110 Office Supplies 14.99 Innovative Office Solutions LLC 01/16/2020 101-1170-4110 Office Supplies 44.39 Innovative Office Solutions LLC 2,741.55 JEFFERSON FIRE SAFETY INC 01/16/2020 400-4105-4705 Equipment 6,826.11 JEFFERSON FIRE SAFETY INC 6,826.11 KATH FUEL OIL SERVICE 01/16/2020 101-1370-4170 Fuel 16,991.15 KATH FUEL OIL SERVICE 01/16/2020 101-1370-4170 Oil 85.00 KATH FUEL OIL SERVICE 17,076.15 KIMLEY HORN AND ASSOCIATES INC 01/16/2020 601-6043-4300 Project 2020-02 Minnewashta Parkway Rehab 35,210.48 KIMLEY HORN AND ASSOCIATES INC 35,210.48 Marco Inc 01/09/2020 720-0000-4410 CN119744-03 50.00 Marco Inc 01/09/2020 101-1170-4410 CN119744-03 720.68 Marco Inc 01/09/2020 700-0000-4410 CN119744-03 100.00 Marco Inc 01/09/2020 701-0000-4410 CN119744-03 100.00 Marco Inc 970.68 MERLINS ACE HARDWARE 01/09/2020 700-7043-4150 Supplies 42.26 MERLINS ACE HARDWARE 01/09/2020 101-1220-4140 Supplies 15.28 MERLINS ACE HARDWARE 01/09/2020 101-1310-4120 Supplies 110.65 MERLINS ACE HARDWARE 01/09/2020 101-1550-4120 Supplies 9.59 MERLINS ACE HARDWARE 01/09/2020 101-1600-4130 Supplies 17.99 MERLINS ACE HARDWARE 01/09/2020 101-1617-4130 Supplies 33.32 MERLINS ACE HARDWARE 01/09/2020 400-0000-4704 Supplies 12.76 MERLINS ACE HARDWARE 01/09/2020 700-0000-4150 Supplies 282.50 MERLINS ACE HARDWARE 01/09/2020 700-0000-4240 Supplies 17.09 MERLINS ACE HARDWARE 01/09/2020 700-0000-4260 Tools 446.17 MERLINS ACE HARDWARE 01/09/2020 700-0000-4350 Supplies 31.49 MERLINS ACE HARDWARE 01/09/2020 700-7019-4150 Supplies 14.37 MERLINS ACE HARDWARE 1,033.47 Metropolitan Council, Env Svcs 01/16/2020 101-1250-3816 December 2019 -74.55 Metropolitan Council, Env Svcs 01/16/2020 701-0000-2023 December 2019 7,455.00 Metropolitan Council, Env Svcs 7,380.45 MINNESOTA OCCUPATIONAL HEALTH 01/16/2020 700-0000-4300 Dec 2019 Service 143.08 MINNESOTA OCCUPATIONAL HEALTH 01/16/2020 701-0000-4300 Dec 2019 Service 143.07 MINNESOTA OCCUPATIONAL HEALTH 01/16/2020 700-0000-4300 Dec 2019 Service 164.00 MINNESOTA OCCUPATIONAL HEALTH 01/16/2020 101-1320-4300 Dec 2019 Service 124.00 MINNESOTA OCCUPATIONAL HEALTH 574.15 MN DEPT OF LABOR AND INDUSTRY 01/16/2020 101-1250-3818 Monthly Building Permit Surcharge -50.30 MN DEPT OF LABOR AND INDUSTRY 01/16/2020 101-0000-2022 Monthly Building Permit Surcharge 2,514.81 Accounts Payable - Check Detail-ACH (01/17/2020 - 8:47 AM)Page 3 of 6 Name Check Dat Account Description Amount MN DEPT OF LABOR AND INDUSTRY 2,464.51 MN VALLEY ELECTRIC COOP 01/09/2020 101-1350-4320 Hwy 101/Pionr Trl Signal 5,462.06 MN VALLEY ELECTRIC COOP 01/09/2020 101-1600-4320 Hwy 101/Pionr Trl Signal 105.33 MN VALLEY ELECTRIC COOP 01/09/2020 700-0000-4320 Hwy 101/Pionr Trl Signal 128.73 MN VALLEY ELECTRIC COOP 01/09/2020 701-0000-4320 Hwy 101/Pionr Trl Signal 566.23 MN VALLEY ELECTRIC COOP 01/09/2020 101-1350-4320 Bluff Crk Blvd Lights 248.21 MN VALLEY ELECTRIC COOP 01/09/2020 101-1350-4320 Bluff Crk & Audubon Rd 29.80 MN VALLEY ELECTRIC COOP 01/09/2020 101-1350-4320 96th St & St Hwy 101 Lights 46.78 MN VALLEY ELECTRIC COOP 01/09/2020 101-1350-4320 2151 Lyman Blvd 99.02 MN VALLEY ELECTRIC COOP 01/16/2020 101-1350-4320 Country Rd 61 & St HWY 101 - December 2019 236.60 MN VALLEY ELECTRIC COOP 6,922.76 MUNICIPAL CODE CORPORATION 01/16/2020 101-1110-4340 Supplement Pages, Images, Graphs and Tabular Matter 3,448.00 MUNICIPAL CODE CORPORATION 3,448.00 MUNICIPAL LEGISLATIVE COMMISSION01/16/2020 101-1110-4360 2020 Dues 6,566.50 MUNICIPAL LEGISLATIVE COMMISSION 6,566.50 MUSIC TOGETHER LAKESIDE 01/09/2020 101-1537-4300 Class 914.00 MUSIC TOGETHER LAKESIDE 914.00 NAPA AUTO & TRUCK PARTS 01/09/2020 101-1370-4705 Tire Machine 5,000.00 NAPA AUTO & TRUCK PARTS 01/09/2020 101-1320-4120 Air Filter 68.57 NAPA AUTO & TRUCK PARTS 01/09/2020 700-0000-4120 Vehicle Supplies 104.63 NAPA AUTO & TRUCK PARTS 5,173.20 Potentia MN Solar 01/09/2020 700-0000-4320 2019-11-01 to 2019-11-30 840.68 Potentia MN Solar 01/09/2020 101-1190-4320 2019-11-01 to 2019-11-30 1,597.38 Potentia MN Solar 01/09/2020 101-1170-4320 2019-11-01 to 2019-11-30 1,232.45 Potentia MN Solar 3,670.51 PRECISE MRM LLC 01/09/2020 101-1320-4310 2019-11 Subscription 300.00 PRECISE MRM LLC 300.00 REDPATH AND COMPANY, LTD 01/09/2020 101-1130-4301 Progress billing on 2019 audit 6,000.00 REDPATH AND COMPANY, LTD 6,000.00 Springbrook 01/09/2020 700-0000-4300 CivicPay Online 954.67 Springbrook 01/09/2020 701-0000-4300 CivicPay Online 954.67 Springbrook 01/09/2020 720-0000-4300 CivicPay Online 954.66 Springbrook 2,864.00 SPRINT PCS 01/16/2020 701-0000-4310 Cell Phone Service 51.72 SPRINT PCS 01/16/2020 700-0000-4310 Cell Phone Service 51.72 Accounts Payable - Check Detail-ACH (01/17/2020 - 8:47 AM)Page 4 of 6 Name Check Dat Account Description Amount SPRINT PCS 103.44 SUBURBAN CHEVROLET 01/09/2020 101-1220-4140 Wiper Blade 67.80 SUBURBAN CHEVROLET 01/09/2020 101-1320-4140 Vehicle Supplies 77.29 SUBURBAN CHEVROLET 145.09 TCIC, Inc.01/16/2020 700-0000-4550 Equipment 438.00 TCIC, Inc. 438.00 TouchPoint Logic LLC 01/09/2020 101-1160-4300 Service - Move PW AV Wallplate 320.00 TouchPoint Logic LLC 320.00 UHL Company Inc 01/16/2020 101-1190-4510 Library Work 5,332.00 UHL Company Inc 5,332.00 United Farmers Cooperative 01/09/2020 101-1320-4240 Clothing allowance 409.94 United Farmers Cooperative 01/09/2020 101-1220-4120 Supplies returned -30.17 United Farmers Cooperative 379.77 UNITED WAY 01/16/2020 101-0000-2006 PR Batch 00417.01.2020 United Way 30.40 UNITED WAY 30.40 VERIZON WIRELESS 01/09/2020 101-1550-4310 Cell Phones 388.41 VERIZON WIRELESS 01/09/2020 101-1520-4310 Cell Phones 42.87 VERIZON WIRELESS 01/09/2020 101-1600-4310 Cell Phones 181.23 VERIZON WIRELESS 01/09/2020 101-1530-4310 Cell Phones 42.87 VERIZON WIRELESS 01/09/2020 700-0000-4310 Cell Phones 523.27 VERIZON WIRELESS 01/09/2020 701-0000-4310 Cell Phones 419.65 VERIZON WIRELESS 01/09/2020 720-0000-4310 Cell Phones 108.27 VERIZON WIRELESS 01/09/2020 101-1160-4310 Cell Phones 98.24 VERIZON WIRELESS 01/09/2020 101-1120-4310 Cell Phones 260.79 VERIZON WIRELESS 01/09/2020 101-1170-4310 Cell Phones 25.39 VERIZON WIRELESS 01/09/2020 101-1260-4310 Cell Phones 35.01 VERIZON WIRELESS 01/09/2020 101-1130-4310 Cell Phones 123.98 VERIZON WIRELESS 01/09/2020 101-1250-4310 Cell Phones 290.79 VERIZON WIRELESS 01/09/2020 101-1310-4310 Cell Phones 151.14 VERIZON WIRELESS 01/09/2020 101-1370-4310 Cell Phones 93.65 VERIZON WIRELESS 01/09/2020 101-1320-4310 Cell Phones 322.72 VERIZON WIRELESS 01/09/2020 101-1220-4310 Cell Phones 505.86 VERIZON WIRELESS 01/09/2020 101-0000-2033 Cell Phones 11.53 VERIZON WIRELESS 3,625.67 WSB & ASSOCIATES INC 01/09/2020 720-0000-4300 Professional Services from Nov 1 - Nov 30 2019 800.50 WSB & ASSOCIATES INC 800.50 WW GRAINGER INC 01/16/2020 101-1550-4120 Heater 555.66 Accounts Payable - Check Detail-ACH (01/17/2020 - 8:47 AM)Page 5 of 6 Name Check Dat Account Description Amount WW GRAINGER INC 555.66 296,492.76 Accounts Payable - Check Detail-ACH (01/17/2020 - 8:47 AM)Page 6 of 6