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VII.1. Engagement Plan for 17th Avenue Reconstruction Project; Howard
CITY OF HOPKINS Memorandum To: Honorable Mayor and Council Members Mike Mornson, City Manager From: Kurt Howard, Planner & Eric Klingbeil, City Engineer Date: July 18, 2023 Subject: Engagement Plan for 17th Avenue Reconstruction Project _____________________________________________________________________ PURPOSE The purpose of this item is to provide information on the engagement plan for the 17th Avenue reconstruction project, receive feedback on the plan from the City Council, and seek consensus on the proposed approach of exploring opportunities for outside funding to assist in completing the project. INFORMATIO N The segment of 17th Avenue between Excelsior Boulevard to Highway 7 is scheduled to be reconstructed in the near future. While reconstruction of 17th Avenue is not included in the five-year Capital Improvement Plan (CIP), it is currently included in the overall street reconstruction program. Tentative plans are for a 2029 road project, however, that date could move depending on the availability of outside funding. With this project on the horizon, staff has considered the best means of designing roads with all users in mind from the start. This segment of the corridor is particularly important for the City’s multimodal network for a number of reasons, including its potential to establish a connection between the Lake Minnetonka LRT Regional Trail to the north and the cycle track planned for construction on the extension of 17th Avenue between Excelsior Blvd and the Shady Oak Station to the South. A concept for incorporating a separated bikeway into the reconstruction plans for 17th Avenue was studied in 2018 through a feasibility analysis funded by Hennepin County Community Works. The report recommended four alternatives discussed in detail in the attached staff report. To further advance the design, City staff is recommending significant community engagement to solicit feedback on three recommended alternatives, as well as provide an opportunity to discuss the benefits of the proposed project. The engagement would include a temporary installation of a cycle track design with multiple opportunities to provide feedback and ask questions. Engagement activities are proposed to include mailings, posters, signage, sidewalk decals, social media, pop-ups, one-on-one meetings, and a community event. An interactive website will also collect comments and track responses. Planning & Economic Development The upcoming round of the Metropolitan Council’s Regional Solicitation represents an opportune moment to begin this community engagement initiative. This round of Regional Solicitation will allocate federal funds to meet local and regional transportation needs through a competitive selection process for projects to be constructed in 2028- 2029. Additionally, this round of the program is scheduled to receive a significant increase in funding. The 17th Avenue reconstruction project is a competitive candidate to receive funding, and its chances of being awarded funds would further increase if the City can demonstrate that it has undertaken robust community engagement efforts, and that the design of the project includes high-quality multimodal elements. As a standard practice, the City would always seek to engage the community and design its roads for all users. However, coordinating these efforts with the timeline of the Regional Solicitation holds potential to leverage outside funding to complete a project that will bring a host of benefits to the community including: • Establishing a multimodal connection between the Lake Minnetonka LRT Regional Trail at the northern end of the corridor down to the cycle track that is planned for the extension of 17th Avenue to the south of Excelsior Boulevard, ultimately connecting to the Shady Oak Station on the METRO Green Line Extension project. • Introducing traffic calming elements for automobile traffic on 17th Avenue. • Filling in a gap in the loop of multimodal infrastructure that currently connects the Artery, Lake Minnetonka LRT Regional Trail, Cedar Lake LRT Regional Trail, and Minnesota River Bluffs LRT Regional Trail. • Completing a necessary roadway reconstruction project that has been a priority for some time and will greatly improve pavement condition • Potentially leveraging a unique opportunity to utilize outside sources of funding, including, the Regional Solicitation during a year of increased federal funding availability. • Supporting the METRO Green Line Light Rail Transit project with transit supportive amenities that will expand access to the Shady Oak Station. • Exploring opportunities to improve the pedestrian experience at the intersection of Excelsior Boulevard and 17th Avenue, including the planned removal the existing vehicular free right turn lane and options for an enhanced pedestrian crossing. FUNDING PLAN Leveraging outside sources of funding would help the City complete a project that has been a priority for many years and enable the City to deliver a better project through less financial investment. As mentioned, the Metropolitan Council’s Regional Solicitation allocates federal funds to meet local and regional transportation needs. The solicitation happens once every other year, and the amount of federal funding available in the upcoming round will be significantly increased compared to other rounds due to an influx of funding from the federal Infrastructure Investment and Jobs Act. Applications for the upcoming round will open in mid-September and are expected to be due in December 2023. The funds to construct the selected projects will become available in the years 2028 and 2029, with an option for projects to be constructed in advance and reimbursed once funds become available. The potential to leverage outside funding in the coming years also extends beyond the Regional Solicitation, including the Minnesota Department of Transportation’s Local Road Improvement Program (MnDOT’s LRIP). Based on the scoring criteria for the Regional Solicitation, the multimodal elements that the City has studied through the 2018 feasibility study would be highly competitive projects to submit for funding in the Multiuse Trails and Bicycle Facilities category, which could leverage up to $4.4 million in federal funding. The timelines associated with the upcoming Regional Solicitation and LRIP have identified the coming weeks and months as an opportune time to execute the proposed community engagement plan to ensure that any application for funding demonstrates that the design of the 17th Avenue reconstruction project is informed by the perspectives and input of the Hopkins community. FUTURE ACTION If there is agreement on the proposed engagement plan, the next steps would proceed as follows: • Late July – September: o Meet with property owners with proposed access modifications. o Initiate public engagement plans by launching the project website and online comment map, sending mailings, installing posters, signage, sidewalk decals, and hosting pop-up meetings. o Install a temporary installation of a cycle track design with multiple opportunities to provide feedback and ask questions. • October – November o Update Feasibility Report for 17th Avenue Bicycle Facilities according to findings from community engagement o Modify proposed layouts and update estimated costs o Report back to City Council • Fall / Winter: o Prepare and submit Regional Solicitation grant application SUPPORTING INFORMATION • Feasibility Report for 17th Avenue Bicycle Facilities (2018) Feasibility Report 17th Avenue Bicycle Facilities City of Hopkins BMI Project No. T19.115682 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 Page 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Certification Feasibility Report For 17th Avenue Bicycle Facility Alternatives City of Hopkins Hopkins, MN T19.115682 July 2, 2018 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: Michael J. Waltman, P.E. License No. 48696 Date: 07/02/2018 Prepared by: Bolton & Menk, Inc. Table of Contents 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Table of Contents Background & Existing Conditions....................................................................................................................1 Relation to the 2040 Comprehensive Plan....................................................................................................2 Scope of Improvements..........................................................................................................................................2 Project Development Process..............................................................................................................................3 Corridor Alternatives..............................................................................................................................................3 Routing / Layout Considerations..............................................................................................................3 Layout Alternative A: Two Way Cycle Track Connected to Sidewalk.......................................4 Layout Alternative B: Two Way Cycle Track Buffered from Sidewalk.....................................5 Alternative C - Bike Lanes............................................................................................................................6 Alternative D - Multi-Use Trail...................................................................................................................7 Impacts on Parking.........................................................................................................................................8 Private Property Impacts.............................................................................................................................8 Other Layout Considerations...............................................................................................................................8 Boulevard Trees...............................................................................................................................................8 Lighting................................................................................................................................................................9 Lake Minnetonka Regional Trail / 17th Ave N Crossing..................................................................9 Estimated Costs & Project Funding...................................................................................................................9 Project Funding.......................................................................................................................................................10 Figures Figure 1: Planned Layout to 17th Ave S / Excelsior Blvd Intersection with SWLRT...................1 Figure 2: Cycle Track Connected to Sidewalk – Alternative A (Looking North)............................4 Figure 3: Cycle Track Buffered from Sidewalk – Alternative B (Looking North)..........................5 Figure 4: On-Street Bike Lane Alternative C (Looking North)..............................................................6 Figure 5: Multi-Use Trail Alternative D (Looking North)........................................................................7 Appendix Appendix A: Estimated Costs Appendix B: Funding Plan Appendix C: Project Location Map Appendix D: Corridor Layouts Prepared by: Bolton & Menk, Inc. Background & Existing Conditions 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Page 1 Background & Existing Conditions The development of the Shady Oak Station as part of the Green Line Extension will bring change to the area south of Excelsior Blvd in southwest Hopkins, including the extension of 17th Avenue to the south of Excelsior. 17th Avenue S is planned to be extended with a two- way cycle track along the west side, and sidewalks along both sides of the roadway. This will create a suitable connection for both pedestrians and cyclists between Excelsior Blvd and the Shady Oak Station, as well as make connection to the Minnesota River Bluffs Regional Trail. Immediately north of Excelsior Blvd however, sidewalk exists along only the east side and no bicycle facilities are in place. Figure 1: Planned Layout to 17th Ave S / Excelsior Blvd Intersection with SWLRT Further north, the Lake Minnetonka Regional Trail intersects with 17th Avenue between 3rd Street N and 4th Street N. Bicycle facilities do not exist along 17th Avenue between Excelsior Blvd and the Lake Minnetonka Regional Trail, which is managed by the Three Rivers Park District. Continuous sidewalk is in place along the east side of 17th Avenue, however between Excelsior Blvd and Mainstreet no sidewalk is in place along the west side of the corridor. This sidewalk gap requires pedestrians generated from the residential area to the west or traveling south along 17th Avenue from Mainstreet to either walk along the shoulder of 17th Avenue (an arterial roadway) or cross 17th Avenue to the east side where a sidewalk is in place. In 2017 the City of Hopkins received a $40,000 grant from Hennepin County Community Works for study of a bicycle facility connection along 17th Avenue between Excelsior Blvd and the Lake Minnetonka Regional Trail. This study is intended to identify the appropriate improvements to make the desired connections, the estimated cost of those improvements, and consider potential funding sources for implementation of the improvements. The timing of any improvements is also unknown. By identifying costs and then funding Prepared by: Bolton & Menk, Inc. Relation to the 2040 Comprehensive Plan 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Page 2 sources, this study will also begin to identify potential timing of implementation of improvements based on available and potential funding sources. Relation to the 2040 Comprehensive Plan From a comprehensive planning perspective, 17th Avenue is an arterial roadway in the City of Hopkins transportation network connecting two facilities on the Regional Bicycle and Trail Network (RBTN). The City of Hopkins formed an advisory committee as part of its ‘Cultivate Hopkins’ 2040 comprehensive planning process. The advisory committee reviewed and considered needs for bicycle and pedestrian connections throughout the community in consideration of neighborhood needs, roadway functional classifications, existing unsafe crossings coupled with consideration of origins and destinations, and connectivity to existing facilities. A list of priority improvements were developed, including three related to 17th Avenue: 1. Development of a bicycle facility between Excelsior Blvd and the Lake Minnetonka Regional Trail 2. Focusing installation of sidewalk along both sides of arterial and collector roadways where they do not exist today, specifically including filling of a sidewalk gap between Excelsior Blvd and Mainstreet along the west side of 17th Avenue 3. Planning for and connection to a future multi-modal trail along Hopkins Crossroad (continuation of 17th Avenue) north of Highway 7 Scope of Improvements The project’s primary goal is to consider installation of a bicycle connection between Excelsior Blvd and the Lake Minnetonka Regional Trail. After evaluation of alternatives, recognizing such improvements do not appear workable without adjusting roadway geometry, and considering the conditions of the pavement and underlying utilities, full reconstruction of 17th Avenue is planned. Intermediate measures that are not comprehensive of the roadway pavement, bicycle and pedestrian facilities, and utilities would not be cost effective. 17th Avenue is an existing concrete roadway containing a sanitary sewer main, water main, sewer and water services, and storm sewer. These underground utilities were built in or around 1950. Due to poor condition, approximately 5 out of 7 blocks of sanitary sewer main had a liner installed in 2017 to prevent potentially imminent collapse. Sanitary sewer services, water services, and the water main remain original from 1950. The overlying concrete pavement is in poor condition. Repairs or replacements to concrete panels are relatively expensive. 17th Avenue is the only concrete roadway in the City and therefore economies of scale cannot be achieved. Any repairs made are contracted in small quantities, driving costs higher than typical pavement repairs. Reconstruction of 17th Avenue is being planned as a new bituminous roadway in replacement of the concrete section. While a grant received by the City decades ago reportedly dictated the installation of a concrete section when the 17th Avenue pavement was first installed, no such funding sources are available today. Given the challenges/costs repairing concrete street pavement panels, it is proposed to reinstall 17th Avenue as a bituminous roadway. Underlying utilities, with exception to the sanitary sewer mains Prepared by: Bolton & Menk, Inc. Project Development Process 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Page 3 recently lined, are proposed to be reconstructed. In conjunction with the reconstruction, the roadway corridor is proposed to be reconfigured to best facilitate a bicycle and pedestrian connection between Excelsior Boulevard and the Lake Minnetonka Regional Trail. Project Development Process The project development process is underway and is summarized as: 1. Notification of neighboring properties of improvements in consideration 2. Collection of field survey data 3. Development of corridor alternatives, including: a. Two-way cycle track, with two sidewalks (two layout options were considered) b. Bike lanes, with two sidewalks c. Multi-use trail, with one sidewalk 4. Cost estimating and identification of potential funding sources 5. Public engagement regarding corridor alternatives 6. Completion of this preliminary study 7. Securing project funding – applying for grants (multi-year process) 8. Preliminary and final design 9. Construction Steps one through four above have largely been completed, though some refinements to corridor alternatives and associated estimated costs will occur based on public feedback as more is learned through that part of the process. Corridor Alternatives Four alternatives were developed for consideration to fill the bicycle facility gap that exists along 17th Avenue. Routing / Layout Considerations The first step in developing corridor layouts was a consideration of the routing of a bicycle facility through the corridor. These considerations can be summarized as: 1. The SWLRT project plans a cycle track along the west side of 17th Avenue, to the south of Excelsior Blvd. Ideally, a trail or cycle track would align with this layout without need to cross 17th Avenue. 2. The Lake Minnetonka Regional Trail heads NW to SE, and is located at the north end of the study corridor. Based on the regional trail’s alignment and location along the corridor, it is assumed users of the regional trail utilizing the 17th Avenue corridor would have destinations of either the Shady Oak Station, Minnesota River Bluffs Regional Trail, or others to the south/southwest. Therefore, to reduce bicycle crossings of 17th Avenue it would be desirable to have the bicycle facility along the Prepared by: Bolton & Menk, Inc. Corridor Alternatives 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Page 4 west side of 17th Avenue. Users of the Lake Minnetonka Regional Trail with destinations to the east/southeast assumedly would not use the 17th Avenue corridor, as they could continue onto the Regional Trail for a more direct route. 3. There is a free-right turn from westbound Excelsior Blvd to northbound 17th Avenue that is planned to remain after the SWLRT project. Ideally, crossings of this free right are minimized as motorists are less likely to anticipate a pedestrian or cyclist. Therefore, it is ideal to have a cycle facility along the west side of 17th Avenue to avoid this free right turn. Layout Alternative A: Two Way Cycle Track Connected to Sidewalk Figure 2 illustrates this proposed layout. The proposed improvements depicted include the addition of an off-street, two way cycle track along the west side of the roadway, retaining sidewalks on both sides of the roadway, inclusion of a boulevard along both sides of the roadway north of Mainstreet, and retention of parking along the west side of the roadway. 11-foot-wide drive lanes with either an adjacent parking lane or 2-foot-wide reaction distance to the curb is proposed to meet State Aid standards. Figure 2: Cycle Track Connected to Sidewalk – Alternative A (Looking North) The cycle track is proposed to be constructed as a 10-foot-wide bituminous pavement with 5-foot-wide bicycle lanes in each direction. A one-foot-wide concrete edging would be installed along each side of the bituminous pavement as a buffer from the sidewalk but also to provide a fixed edge for proper bituminous installation. The 5-foot-wide boulevard would allow adequate space for new trees and lighting, and some space for snow storage. Snow clearing operations for this alternative may require a change from current practice. Typically the City would clear snow from the cycle track and property owners would clear snow from the sidewalk. Property owners could still be required to clear snow from the Prepared by: Bolton & Menk, Inc. Corridor Alternatives 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Page 5 sidewalk but it would be necessary for them to only pile it on their property, as no boulevard is provided next to the walk. City snow clearing operations may require hard paving in some of the illustrated turf boulevard areas, as snow clearing equipment may need to cross the intended boulevard space in some areas. The intersections with Mainstreet and Excelsior Blvd would be equipped with bicycle signals and a lead phase for bicyclists get a ‘head start’ on motorists. This arrangement will be consistent with 8th Avenue at both Mainstreet and Excelsior Blvd. These improvements are already proposed for the Excelsior Blvd signal in conjunction with the Green Line extension. A new signal system will be needed at Mainstreet and 17th Avenue. Layout Alternative B: Two Way Cycle Track Buffered from Sidewalk This alternative is consistent with Cycle Track - Layout A, except the boulevard between the curb/cycle track has been relocated to be between the sidewalk/cycle track. Figure 3: Cycle Track Buffered from Sidewalk – Alternative B (Looking North) In terms of benefits, this configuration separates and better delineates space between pedestrians and cyclists. In addition to safety benefits of separating these users, it also delineates snow removal responsibilities and retains a boulevard for homeowners to push snow from their sidewalk to. The City would remove snow from the cycle track and bank snow in the boulevard, or during heavy years remove the snow from the corridor by pushing it to the directly connected parking lane. Conversely, this alternative can make driveway connections and cycle track topography less desirable. The cycle track is intended to be above/behind the curbing along the corridor. The top of the curb is 6 inches higher than the roadway, except at driveways where it is about 2 inches higher than the roadway. Therefore at each driveway because the cycle track is directly at back of curb without boulevard, the cycle track would need to Prepared by: Bolton & Menk, Inc. Corridor Alternatives 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Page 6 slope 4 inches up/down on each side of every driveway. This height could be reduced by changing to a 4-inch-tall curb rather than a 6-inch-tall curb, but still may be negatively noticeable to cycle track users. A reduced curb height may also benefit snow removal. Finally, should bus stops be necessary, the location of the cycle track at back of curb may conflict with transit users waiting at the stops for buses. Alternative C - Bike Lanes On-street bike lanes were considered for installation along each side of the roadway. This alternative was evaluated however, and found to have several detriments with limited benefit over other alternatives. Figure 4: On-Street Bike Lane Alternative C (Looking North) The alternative considered proposed installation of a 6-foot-wide bike lane in each direction. Along the east side, the bike lane would be installed directly adjacent to the curb line. Along the west side it would be positioned between a parking lane and drive lane. The positioning of the facility on-street adjacent to the parking lane introduces the chance of dooring incidents, where a parked motorist opens a door in conflict with an unseen bicyclist from behind. The on-street facility would also be less desirable to less capable users, such as children and casual cyclists. Perhaps most critical to this alternative, it is inconsistent with the 17th Ave S planned improvements to be completed with the Green Line extension. For motorists leaving the Shady Oak Station, a crossing of 17th Avenue would be required at Excelsior Boulevard to reach the northbound bike lane. Crossing of 17th Avenue would then be required again at the Lake Minnetonka Regional Trail to head northwest. The goal of evaluating this alternative was to attempt to find a layout which minimized tree and parking loss, however the negative impacts were found to be the same if not slightly greater. Prepared by: Bolton & Menk, Inc. Corridor Alternatives 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Page 7 This alternative does have some relatively minor benefits compared to other alternatives. Snow clearing operations would be more consistent with current operations, though boulevard space would still be reduced compared to existing conditions. The on-street placement eliminates the need for additional buffer space behind the curb, enabling sidewalks to be 6-feet-wide rather than 5-feet-wide, which is desirable in an arterial corridor. Alternative D - Multi-Use Trail A multi-use trail alternative was developed as a space saving measure, as it intends to combine the bicycle and pedestrian traffic along a single facility on the west side of the roadway. A 12-foot-wide bituminous facility is proposed with 1-foot-wide concrete edging. Ultimately the layout does not save substantial space compared to other options, though the multi-use trail facility could be narrowed to 10-feet if desired. This alternative aligns the bicycle facility with the cycle track south of Excelsior Blvd. It does not provide a dedicated bicycle facility for more advanced users and commuters wishing to travel at higher speeds. The mixture of pedestrians and cyclists using the facility could cause some safety concern. Figure 5: Multi-Use Trail Alternative D (Looking North) Prepared by: Bolton & Menk, Inc. Other Layout Considerations 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Page 8 Impacts on Parking Parking exists along 17th Avenue primarily along the east side of the roadway. Recognizing the public would prefer to retain parking along the corridor and the transportation benefits of this space, the alternatives were all developed to generally retain this parking. The addition of a bicycle facility and sidewalk will cause the loss of some parking, however. The reduction in parking is not anticipated to be significant, but will amount to approximately 20% loss of park, as tabulated below: Table 1: Parking Impacts by Alternative Layout Alternative Number of 22' Long Parking Stalls Existing Conditions 131 Cycle Track - Layout A 108 Cycle Track - Layout B 108 Bike Lanes 104 Multi-Use Trail 108 Private Property Impacts 17th Avenue has a 60-foot-wide right-of-way (ROW) from Excelsior Blvd to Mainstreet. The ROW widens to 66-foot-wide north of Mainstreet. The layout alternatives were sized to fit within this space, however private property impacts are consistently present across all alternatives which can be summarized as: 1. There are some conflicts between the planned bicycle facilities and existing driveway locations within close proximity to intersections. These impacts are most notable at the NW and SW corners of Mainstreet/17th Avenue. 2. In some areas the topography is such that retaining walls will be necessary to separate the 17th Avenue facilities and private property. These impacts are most notable along the planned sidewalk along the west side of 17th Avenue between Excelsior Blvd and Mainstreet, as well as at the SE corner of Mainstreet/17th Avenue. 3. There is insufficient space at the Mainstreet / 17th Avenue to provide desired maneuverability for signal poles, Americans with Disabilities Act (ADA) compliant facilities, and signage. Permanent easement is proposed at all four corners of this intersection. Other Layout Considerations Boulevard Trees An inventory of existing trees was taken to identify trees in poor condition and ash trees which are susceptible to the emerald ash borer. As standard practice for City of Hopkins projects, ash and poor condition trees are removed and replaced with a new, more biologically diverse, set of boulevard trees. Of the 59 trees along the project corridor, 17 were identified to be replaced as a result of this consideration. In development of the corridor alternatives, attempts were made to position curb lines to avoid remaining trees. The anticipated desire for a parking lane and fundamental project goal of introducing a bicycle facility are at conflict with trees, however. To create adequate Prepared by: Bolton & Menk, Inc. Estimated Costs & Project Funding 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Page 9 boulevard space and the other desired facilities, curbing on both sides of the roadway must be relocated for all options considered. This impacts 27 other trees which would need to be removed and replaced with new trees as part of the project. In total the upfront tree loss would be significant and therefore it is important that the project layout include adequate boulevard space to provide an improved environment for long term tree growth. Lighting The project team considered lighting improvements along 17th Avenue given the anticipated increase in bicycle and pedestrian travel resulting from these improvements as well as the nearby addition of the Green Line extension. Standard scale, 20-foot-tall roadway lighting is proposed along the east side of the roadway and one corner of each intersection. Pedestrian scale lighting, approximately 12-foot-tall acorn style similar to those along Shady Oak Road, are planned along the west side of the corridor adjacent to the bicycle facility. Lake Minnetonka Regional Trail / 17th Ave N Crossing The project provides an opportunity for improvement of the Lake Minnetonka Regional Trail the crossing of 17th Avenue. All alternatives proposed the installation of a rectangular rapid flashing beacon (RRFB) system to improve the crossing of this minor arterial roadway by cyclists and pedestrians using this RBTN facility. The RRFB would be actuated via push button by pedestrians and cyclists. A beacon is proposed along each side of the roadway as well as one overhead beacon to increase visibility by motorists. This configuration should be reviewed further during final design and with the Three Rivers Park District, who will be asked to fund a portion of the improvements. Estimated Costs & Project Funding The total estimated project cost is approximately $6.1M to $6.4M in 2018 dollars, inclusive of surface construction, utility construction, and project development soft costs. Detailed preliminary estimates of cost are attached. Table 2: Summary Estimated Project Costs Prepared by: Bolton & Menk, Inc. Project Funding 17th Avenue Bicycle Facility Alternatives ǀ T19.115682 Page 10 Project costs are anticipated to climb over time as industry construction costs have historically risen by 3%-5% annually. Ultimately, project implementation timing will be determined by the year funding becomes available. The current target year for implementation is 2023. Based on an assumed 3% annual cost increase, an estimated $7.3M would be needed for 2023 project implementation. The proposed improvements, corridor’s identification as an arterial roadway of regional significance, and connections to both the Shady Oak Station and two RBTN corridors is anticipated to make the project an attractive candidate for a handful of external funding opportunities. Project Funding A potential project funding plan is attached. Grant programs change frequently, particularly within the last 5 years as political polarization has heightened and legislative controlling parties have changed. In some cases, grant programs may be entirely scrapped and for others the scoring criteria may change by the time application is to be made. To be successful as with any competition, the project must better match the scoring criteria than the competing projects. The attached funding plan is a working document to: 1. Identify grant programs as they develop, 2. Identify the available funding associated with each potential opportunity 3. Quantify the likelihood of getting funded based on the current program scoring criteria and past observations competing projects 4. Identify the funding source type of each program which will determine project compliance check requirements 5. Identify anticipated application deadlines and funding years for each program Applying for funding requires effort, and therefore associated cost of either City Staff or consultant time. The project funding plan content is intended to enable a ‘go’ or ‘no-go’ discussion as to whether to submit an application and help identify the project implementation year. The highest priority external programs identified at this time are: Partnership with Three Rivers Park District 2020 application for federal funding from the Met Council through the bi-annual regional solicitation 2021 application for Local Road Improvement Program (LRIP) funding from the State of MN Appendix A: Estimated Costs PLANNING LEVEL COST ESTIMATE 17th Ave Bicycle Facilities CITY OF HOPKINS, MN BMI PROJECT NO. T16.107809 CYCLE MULTI-USE ON-STREET TRACK TRAIL BIKE LANE ALTERNATIVES ALTERNATIVE ALTERNATIVE Street & Bicycle Facility $3,000,000 $2,930,000 $3,210,000 Signals & Lighting $540,000 $220,000 $220,000 Utilities $1,340,000 $1,660,000 $1,660,000 Soft Costs $1,220,000 $1,210,000 $1,280,000 TOTAL $6,100,000 $6,020,000 $6,370,000 PRELIMINARY COST ESTIMATE 6/12/2018 ON-STREET BIKE LANE ALTERNATIVE 17TH AVENUE BICYCLE FACILITY STUDY CITY OF HOPKINS, MN BMI PROJECT NO. T16.107809 ITEM ESTIMATED TOTAL TOTAL NO.ITEM UNIT UNIT ESTIMATED ESTIMATED PRICE QUANTITY COST 1 MOBILIZATION LUMP SUM 300,000.00$ 1.00 300,000$ 2 TRAFFIC CONTROL LUMP SUM 50,000.00$ 1.00 50,000$ 3 CLEAR & GRUB EA 400.00$ 46 18,400$ 4 REMOVE CONCRETE CURB AND GUTTER LIN FT 10.00$ 9000 90,000$ 5 REMOVE CONCRETE PAVEMENT (DRIVEWAY)SQ YD 8.00$ 5700 45,600$ 6 REMOVE CONCRETE PAVEMENT (STREET)SQ YD 10.00$ 21000 210,000$ 7 SAWCUT BITUMINOUS PAVEMENT LIN FT 3.00$ 1000 3,000$ 8 2" BITUMINOUS WEAR COURSE TON 70.00$ 2,300 161,000$ 9 4" BITUMINOUS NON WEAR COURSE TON 68.00$ 4,600 312,800$ 10 3" BITUMINOUS MULTI-USE TRAIL/CYCLE TRACK TON 110.00$ 200 22,000$ 11 BITUMINOUS MATERIAL FOR TACK COAT GAL 4.00$ 2,800 11,200$ 12 12" CL. 5 AGGREGATE BASE TON 18.00$ 9,000 162,000$ 13 BACKFILL FOR SUBGRADE EXCAVATION CU YD 20.00$ 6,500 130,000$ 14 SUBGRADE EXCAVATION CU YD 20.00$ 1,300 26,000$ 15 COMMON EXCAVATION CU YD 17.00$ 12,700 215,900$ 16 SURMOUNTABLE CURB (WEST SIDE)LF 20.00$ 0 -$ 17 B618 CURB & GUTTER (WEST SIDE)LF 17.00$ 1150 19,600$ 18 B618 CURB & GUTTER (EAST SIDE)LIN FT 17.00$ 4,750 80,800$ 19 B672 CURB & GUTTER (BIKE LANE)LF 60.00$ 3350 201,000$ 20 RIBBON CURB (CYCLE TRACK/TRAIL)LF 17.00$ 1100 18,700$ 21 8" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL/INDUSTRIAL)SY 85.00$ 350 29,800$ 22 6" CONCRETE SIDEWALK (RESIDENTIAL DRIVEWAY)SF 10.00$ 4,200 42,000$ 23 CONCRETE SIDEWALK (EAST SIDE)SF 6.00$ 22,500 135,000$ 24 CONCRETE SIDEWALK (WEST SIDE)SF 6.00$ 19500 117,000$ 25 TRUNCATED DOMES SF 55.00$ 560 30,800$ 26 PAVERS SF 18.00$ 5000 90,000$ 27 TURF RESTORATION SY 5.50$ 3,000 16,500$ 28 4" EPOXY STRIPE YELLOW LF 1.00$ 11,500 11,500$ 29 EPOXY SYMBOL - THRU ARROW EA 500.00$ 5 2,500$ 30 EPOXY SYMBOL - LEFT ARROW EA 500.00$ 6 3,000$ 31 EPOXY SYMBOL - RIGHT ARROW EA 500.00$ 8 4,000$ 32 EPOXY SYMBOL - THRU & RIGHT ARROW EA 500.00$ 2 1,000$ 33 MODULAR BLOCK RETAINING WALL SF 65.00$ 500 32,500$ 34 MODULAR BLOCK RETAINING WALL LF 65.00$ 900 58,500$ 35 DECORATIVE FENCE LF 100.00$ 550 55,000$ 36 24" STRIPE (WARNING BARS)LF 16.00$ 0 -$ 37 4" BROKEN STRIPE YELLOW LF 3.00$ 850 2,600$ 38 4" WHITE EPOXY LF 3.00$ 9500 28,500$ 39 CROSSWALK (WHITE)SF 15.00$ 2136 32,000$ 40 BICYCLE CROSS WALK (GREEN)SF 18.00$ 0 -$ 41 BICYCLE PAINTED SYMBOL EA 500.00$ 37 18,500$ 42 ARM LIGHTING EA 4,500.00$ 17 76,500$ 42 REMOVE SANITARY SEWER PIPE LIN FT 10.00$ 1250 12,500$ 43 ACORN LIGHTING EA 3,000.00$ 19 57,000$ 43 REMOVE SANITARY SEWER MANHOLE EACH 400.00$ 4 1,600$ 44 LIGHTING FOUNDATION EA 1,000.00$ 36 36,000$ 44 SANITARY SEWER MH CASTING ASSEMBLY EACH 1,000.00$ 4 4,000$ 45 CONDUIT & WIRE LF 10.00$ 10000 100,000$ 45 6" SDR-26 PVC SAN SWR SERVICE LIN FT 38.00$ 4480 170,200$ 46 SIGNAL MODIFICATION AT EXCELSIOR LUMP SUM 150,000.00$ 1 150,000$ 46 8"x6" PVC WYE EACH 450.00$ 16 7,200$ 47 RAPID RECTANGULAR FLASING BEACON LUMP SUM 50,000.00$ 1 50,000$ 47 8" SDR-35 PVC SAN SWR LIN FT 50.00$ 1250 62,500$ 48 SANITARY MANHOLE EACH 350.00$ 4 1,400$ 49 CONNECT TO EXISTING SANITARY SEWER SERVICE EACH 1,000.00$ 16 16,000$ 50 CONNECT TO EXISTING SANITARY SEWER EACH 1,000.00$ 2 2,000$ 51 REMOVE WATERMAIN LIN FT 4.50$ 4300 19,400$ 52 REMOVE HYDRANT EACH 500.00$ 7 3,500$ 53 CONNECT TO EXISTING WATERMAIN EACH 1,500.00$ 10 15,000$ 54 CONNECT TO EXISTING WATER SERVICE EACH 300.00$ 16 4,800$ 55 1" TYPE K COPPER WATER SERVICE LIN FT 33.00$ 640 21,100$ 56 1" CORPORATION STOP EACH 350.00$ 16 5,600$ 57 1" CURB STOP EACH 450.00$ 16 7,200$ 58 HYDRANT EACH 5,500.00$ 7 38,500$ 59 6" GV & BOX EACH 1,500.00$ 11 16,500$ 60 8" GV & BOX EACH 2,000.00$ 18 36,000$ 61 6" DI WATERMAIN LIN FT 46.00$ 399 18,400$ 62 8" DI WATERMAIN LIN FT 50.00$ 4300 215,000$ 63 DUCTILE IRON FITTINGS POUND 8.00$ 8000 64,000$ 64 REMOVE STORM SEWER PIPE LIN FT 9.00$ 2900 26,100$ 65 REMOVE DRAINAGE STRUCTURE EACH 350.00$ 30 10,500$ 66 STORM SEWER CASTING EACH 500.00$ 50 25,000$ 67 2'X3' CATCH BASIN EACH 1,500.00$ 28 42,000$ 68 STORM MANHOLE EACH 2,000.00$ 20 40,000$ 69 15" STORM SEWER MAIN LIN FT 45.00$ 2600 117,000$ 70 27" STORM SEWER MAIN LIN FT 75.00$ 2000 150,000$ 71 CONNECT TO EXISTING STORM SEWER LIN FT 1,000.00$ 8 8,000$ SUBTOTAL 4,420,000$ 15% CONTINGENCY 670,000$ ESTIMATED CONSTRUCTION COST 5,090,000$ 25% ESTIMATED SOFT COSTS 1,280,000$ TOTAL ESTIMATED PROJECT COST 6,370,000$ PRELIMINARY COST ESTIMATE 6/12/2018 CYCLE TRACK ALTERNATIVE 17TH AVENUE BICYCLE FACILITY STUDY CITY OF HOPKINS, MN BMI PROJECT NO. T16.107809 ITEM ESTIMATED TOTAL TOTAL NO.ITEM UNIT UNIT ESTIMATED ESTIMATED PRICE QUANTITY COST 1 MOBILIZATION LUMP SUM 300,000.00$ 1.00 300,000$ 2 TRAFFIC CONTROL LUMP SUM 50,000.00$ 1.00 50,000$ 3 CLEAR & GRUB EA 400.00$ 45 18,000$ 4 REMOVE CONCRETE CURB AND GUTTER LIN FT 10.00$ 9,000 90,000$ 5 REMOVE CONCRETE PAVEMENT (DRIVEWAY)SQ YD 8.00$ 5,700 45,600$ 6 REMOVE CONCRETE PAVEMENT (STREET)SQ YD 10.00$ 21,000 210,000$ 7 SAWCUT BITUMINOUS PAVEMENT LIN FT 3.00$ 1,000 3,000$ 8 2" BITUMINOUS WEAR COURSE TON 70.00$ 2,000 140,000$ 9 4" BITUMINOUS NON WEAR COURSE TON 68.00$ 4,000 272,000$ 10 3" BITUMINOUS MULTI-USE TRAIL/CYCLE TRACK TON 110.00$ 650 71,500$ 11 BITUMINOUS MATERIAL FOR TACK COAT GAL 4.00$ 2,500 10,000$ 12 12" CL. 5 AGGREGATE BASE TON 18.00$ 11,500 207,000$ 13 BACKFILL FOR SUBGRADE EXCAVATION CU YD 20.00$ 1,200 24,000$ 14 SUBGRADE EXCAVATION CU YD 20.00$ 1,200 24,000$ 15 COMMON EXCAVATION CU YD 17.00$ 11,200 190,400$ 16 SURMOUNTABLE CURB (WEST SIDE)LF 20.00$ 5200 104,000$ 17 B618 CURB & GUTTER (WEST SIDE)LF 17.00$ 700 11,900$ 18 B618 CURB & GUTTER (EAST SIDE)LIN FT 17.00$ 6,700 113,900$ 19 B672 CURB & GUTTER (BIKE LANE)LF 60.00$ 0 -$ 20 RIBBON CURB (CYCLE TRACK/TRAIL)LF 17.00$ 7100 120,700$ 21 8" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL/INDUSTRIAL)SY 85.00$ 450 38,300$ 22 6" CONCRETE SIDEWALK (RESIDENTIAL DRIVEWAY)SF 10.00$ 750 7,500$ 23 CONCRETE SIDEWALK (EAST SIDE)SF 6.00$ 20,000 120,000$ 24 CONCRETE SIDEWALK (WEST SIDE)SF 6.00$ 17500 105,000$ 25 TRUNCATED DOMES SF 55.00$ 750 41,300$ 26 PAVERS SF 18.00$ 1200 21,600$ 27 TURF RESTORATION SY 5.50$ 4,000 22,000$ 28 4" EPOXY STRIPE YELLOW LF 1.00$ 11,500 11,500$ 29 EPOXY SYMBOL - THRU ARROW EA 500.00$ 3 1,500$ 30 EPOXY SYMBOL - LEFT ARROW EA 500.00$ 3 1,500$ 31 EPOXY SYMBOL - RIGHT ARROW EA 500.00$ 6 3,000$ 32 EPOXY SYMBOL - THRU & RIGHT ARROW EA 500.00$ 2 1,000$ 33 MODULAR BLOCK RETAINING WALL SF 65.00$ 500 32,500$ 34 MODULAR BLOCK RETAINING WALL LF 65.00$ 900 58,500$ 35 DECORATIVE FENCE LF 100.00$ 550 55,000$ 36 24" STRIPE (WARNING BARS)LF 16.00$ 1350 21,600$ 37 4" BROKEN STRIPE YELLOW LF 3.00$ 3550 10,700$ 38 4" WHITE EPOXY LF 3.00$ 0 -$ 39 CROSSWALK (WHITE)SF 15.00$ 1850 27,800$ 40 BICYCLE CROSS WALK (GREEN)SF 18.00$ 900 16,200$ 41 BICYCLE PAINTED SYMBOL EA 500.00$ 19 9,500$ 42 ARM LIGHTING EA 4,500.00$ 17 76,500$ 43 ACORN LIGHTING EA 3,000.00$ 19 57,000$ 44 LIGHTING FOUNDATION EA 1,000.00$ 36 36,000$ 45 CONDUIT & WIRE LF 10.00$ 10000 100,000$ 46 SIGNAL MODIFICATION AT EXCELSIOR LUMP SUM 150,000.00$ 1 150,000$ 47 RAPID RECTANGULAR FLASING BEACON LUMP SUM 50,000.00$ 1 50,000$ 42 REMOVE SANITARY SEWER PIPE LIN FT 10.00$ 1250 12,500$ 43 REMOVE SANITARY SEWER MANHOLE EACH 400.00$ 4 1,600$ 44 SANITARY SEWER MH CASTING ASSEMBLY EACH 1,000.00$ 4 4,000$ 45 6" SDR-26 PVC SAN SWR SERVICE LIN FT 38.00$ 4480 170,200$ 46 8"x6" PVC WYE EACH 450.00$ 16 7,200$ 47 8" SDR-35 PVC SAN SWR LIN FT 50.00$ 1250 62,500$ 48 SANITARY MANHOLE EACH 350.00$ 4 1,400$ 49 CONNECT TO EXISTING SANITARY SEWER SERVICE EACH 1,000.00$ 16 16,000$ 50 CONNECT TO EXISTING SANITARY SEWER EACH 1,000.00$ 2 2,000$ 51 REMOVE WATERMAIN LIN FT 4.50$ 4300 19,400$ 52 REMOVE HYDRANT EACH 500.00$ 7 3,500$ 53 CONNECT TO EXISTING WATERMAIN EACH 1,500.00$ 10 15,000$ 54 CONNECT TO EXISTING WATER SERVICE EACH 300.00$ 16 4,800$ 55 1" TYPE K COPPER WATER SERVICE LIN FT 33.00$ 640 21,100$ 56 1" CORPORATION STOP EACH 350.00$ 16 5,600$ 57 1" CURB STOP EACH 450.00$ 16 7,200$ 58 HYDRANT EACH 5,500.00$ 7 38,500$ 59 6" GV & BOX EACH 1,500.00$ 11 16,500$ 60 8" GV & BOX EACH 2,000.00$ 18 36,000$ 61 6" DI WATERMAIN LIN FT 46.00$ 399 18,400$ 62 8" DI WATERMAIN LIN FT 50.00$ 4300 215,000$ 63 DUCTILE IRON FITTINGS POUND 8.00$ 8000 64,000$ 64 REMOVE STORM SEWER PIPE LIN FT 9.00$ 2900 26,100$ 65 REMOVE DRAINAGE STRUCTURE EACH 350.00$ 30 10,500$ 66 STORM SEWER CASTING EACH 500.00$ 50 25,000$ 67 2'X3' CATCH BASIN EACH 1,500.00$ 28 42,000$ 68 STORM MANHOLE EACH 2,000.00$ 20 40,000$ 69 15" STORM SEWER MAIN LIN FT 45.00$ 2600 117,000$ 70 27" STORM SEWER MAIN LIN FT 75.00$ 2000 150,000$ 71 CONNECT TO EXISTING STORM SEWER LIN FT 1,000.00$ 8 8,000$ SUBTOTAL 4,240,000$ 15% CONTINGENCY 640,000$ ESTIMATED CONSTRUCTION COST 4,880,000$ 25% ESTIMATED SOFT COSTS 1,220,000$ TOTAL ESTIMATED PROJECT COST 6,100,000$ PRELIMINARY COST ESTIMATE 6/12/2018 MULTI-USE TRAIL ALTERNATIVE 17TH AVENUE BICYCLE FACILITY STUDY CITY OF HOPKINS, MN BMI PROJECT NO. T16.107809 ITEM ESTIMATED TOTAL TOTAL NO.ITEM UNIT UNIT ESTIMATED ESTIMATED PRICE QUANTITY COST 1 MOBILIZATION LUMP SUM 300,000.00$ 1.00 300,000$ 2 TRAFFIC CONTROL LUMP SUM 50,000.00$ 1.00 50,000$ 3 CLEAR & GRUB EA 400.00$ 27 10,800$ 4 REMOVE CONCRETE CURB AND GUTTER LIN FT 10.00$ 9000 90,000$ 5 REMOVE CONCRETE PAVEMENT (DRIVEWAY)SQ YD 8.00$ 5700 45,600$ 6 REMOVE CONCRETE PAVEMENT (STREET)SQ YD 10.00$ 21000 210,000$ 7 SAWCUT BITUMINOUS PAVEMENT LIN FT 3.00$ 1000 3,000$ 8 2" BITUMINOUS WEAR COURSE TON 70.00$ 2,100 147,000$ 9 4" BITUMINOUS NON WEAR COURSE TON 68.00$ 4,200 285,600$ 10 3" BITUMINOUS MULTI-USE TRAIL/CYCLE TRACK TON 110.00$ 900 99,000$ 11 BITUMINOUS MATERIAL FOR TACK COAT GAL 4.00$ 2,500 10,000$ 12 12" CL. 5 AGGREGATE BASE TON 18.00$ 7,800 140,400$ 13 BACKFILL FOR SUBGRADE EXCAVATION CU YD 20.00$ 5,600 112,000$ 14 SUBGRADE EXCAVATION CU YD 20.00$ 1,200 24,000$ 15 COMMON EXCAVATION CU YD 17.00$ 11,200 190,400$ 16 SURMOUNTABLE CURB (WEST SIDE)LF 20.00$ 0 -$ 17 B618 CURB & GUTTER (WEST SIDE)LF 17.00$ 4500 76,500$ 18 B618 CURB & GUTTER (EAST SIDE)LIN FT 17.00$ 5,100 86,700$ 19 B672 CURB & GUTTER (BIKE LANE)LF 60.00$ 0 -$ 20 RIBBON CURB (CYCLE TRACK/TRAIL)LF 17.00$ 7600 129,200$ 21 8" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL/INDUSTRIAL)SY 85.00$ 400 34,000$ 22 6" CONCRETE SIDEWALK (RESIDENTIAL DRIVEWAY)SF 10.00$ 4,100 41,000$ 23 CONCRETE SIDEWALK (EAST SIDE)SF 6.00$ 23,000 138,000$ 24 CONCRETE SIDEWALK (WEST SIDE)SF 6.00$ 2500 15,000$ 25 TRUNCATED DOMES SF 55.00$ 650 35,800$ 26 PAVERS SF 18.00$ 2000 36,000$ 27 TURF RESTORATION SY 5.50$ 3,500 19,300$ 28 4" EPOXY STRIPE YELLOW LF 1.00$ 13,500 13,500$ 29 EPOXY SYMBOL - THRU ARROW EA 500.00$ 4 2,000$ 30 EPOXY SYMBOL - LEFT ARROW EA 500.00$ 6 3,000$ 31 EPOXY SYMBOL - RIGHT ARROW EA 500.00$ 8 4,000$ 32 EPOXY SYMBOL - THRU & RIGHT ARROW EA 500.00$ 2 1,000$ 33 MODULAR BLOCK RETAINING WALL SF 65.00$ 500 32,500$ 34 MODULAR BLOCK RETAINING WALL LF 65.00$ 900 58,500$ 35 DECORATIVE FENCE LF 100.00$ 550 55,000$ 36 24" STRIPE (WARNING BARS)LF 16.00$ 0 -$ 37 4" BROKEN STRIPE YELLOW LF 3.00$ 3800 11,400$ 38 4" WHITE EPOXY LF 3.00$ 0 -$ 39 CROSSWALK (WHITE)SF 15.00$ 2200 33,000$ 40 BICYCLE CROSS WALK (GREEN)SF 18.00$ 0 -$ 41 BICYCLE PAINTED SYMBOL EA 500.00$ 17 8,500$ 42 ARM LIGHTING EA 4,500.00$ 17 76,500$ 42 REMOVE SANITARY SEWER PIPE LIN FT 10.00$ 1250 12,500$ 43 ACORN LIGHTING EA 3,000.00$ 19 57,000$ 43 REMOVE SANITARY SEWER MANHOLE EACH 400.00$ 4 1,600$ 44 LIGHTING FOUNDATION EA 1,000.00$ 36 36,000$ 44 SANITARY SEWER MH CASTING ASSEMBLY EACH 1,000.00$ 4 4,000$ 45 CONDUIT & WIRE LF 10.00$ 10000 100,000$ 45 6" SDR-26 PVC SAN SWR SERVICE LIN FT 38.00$ 4480 170,200$ 46 SIGNAL MODIFICATION AT EXCELSIOR LUMP SUM 150,000.00$ 1 150,000$ 46 8"x6" PVC WYE EACH 450.00$ 16 7,200$ 47 RAPID RECTANGULAR FLASING BEACON LUMP SUM 50,000.00$ 1 50,000$ 47 8" SDR-35 PVC SAN SWR LIN FT 50.00$ 1250 62,500$ 48 SANITARY MANHOLE EACH 350.00$ 4 1,400$ 49 CONNECT TO EXISTING SANITARY SEWER SERVICE EACH 1,000.00$ 16 16,000$ 50 CONNECT TO EXISTING SANITARY SEWER EACH 1,000.00$ 2 2,000$ 51 REMOVE WATERMAIN LIN FT 4.50$ 4300 19,400$ 52 REMOVE HYDRANT EACH 500.00$ 7 3,500$ 53 CONNECT TO EXISTING WATERMAIN EACH 1,500.00$ 10 15,000$ 54 CONNECT TO EXISTING WATER SERVICE EACH 300.00$ 16 4,800$ 55 1" TYPE K COPPER WATER SERVICE LIN FT 33.00$ 640 21,100$ 56 1" CORPORATION STOP EACH 350.00$ 16 5,600$ 57 1" CURB STOP EACH 450.00$ 16 7,200$ 58 HYDRANT EACH 5,500.00$ 7 38,500$ 59 6" GV & BOX EACH 1,500.00$ 11 16,500$ 60 8" GV & BOX EACH 2,000.00$ 18 36,000$ 61 6" DI WATERMAIN LIN FT 46.00$ 399 18,400$ 62 8" DI WATERMAIN LIN FT 50.00$ 4300 215,000$ 63 DUCTILE IRON FITTINGS POUND 8.00$ 8000 64,000$ 64 REMOVE STORM SEWER PIPE LIN FT 9.00$ 2900 26,100$ 65 REMOVE DRAINAGE STRUCTURE EACH 350.00$ 30 10,500$ 66 STORM SEWER CASTING EACH 500.00$ 50 25,000$ 67 2'X3' CATCH BASIN EACH 1,500.00$ 28 42,000$ 68 STORM MANHOLE EACH 2,000.00$ 20 40,000$ 69 15" STORM SEWER MAIN LIN FT 45.00$ 2600 117,000$ 70 27" STORM SEWER MAIN LIN FT 75.00$ 2000 150,000$ 71 CONNECT TO EXISTING STORM SEWER LIN FT 1,000.00$ 8 8,000$ SUBTOTAL 4,180,000$ 15% CONTINGENCY 630,000$ ESTIMATED CONSTRUCTION COST 4,810,000$ 25% ESTIMATED SOFT COSTS 1,210,000$ TOTAL ESTIMATED PROJECT COST 6,020,000$ Appendix B: Funding Plan 2018 2019 2020 2021 2022 2023Street & Sidewalk Costs$4,185,000 $4,311,000 $4,440,000 $4,573,000 $4,710,000 $4,851,000Bicycle Facility Costs$426,000 $439,000 $452,000 $466,000 $480,000 $494,000Utility Costs$1,669,000 $1,719,000 $1,771,000 $1,824,000 $1,879,000 $1,935,000Total Project Cost $6,280,000 $6,470,000 $6,660,000 $6,860,000 $7,070,000 $7,280,000Sources Potential FundsEst. Submittal DeadlineFunding YearCommitment StatusFunding StandardsMet Council - 2020 Regional Solicitation, Multiuse Trails and Bicycle Facilities $ 1,500,000 July, 2020 2022 / 2023PossibleFederalCity of Hopkins - General Levy $ 4,010,000 2023ProbableCity of Hopkins - Utility Funds $ 1,880,000 2023ProbableCity of Hopkins - Special Assessments $ 700,000 2023Firm429Hennepin County Community Works ?PossibleHennepin County (Other)?PossibleThree Rivers Park District $ 600,000 2023ProbableMnDNR - Local Trail Connections 150,000$ Spring, 2019 2020PossibleMnDNRMnDOT - Local Road Improvement Program (LRIP) $ 1,000,000 Fall, 2019 2021PossibleStateMnDOT - Local Road Improvement Program (LRIP) $ 1,000,000 Fall, 2021 2023PossibleStateMnDOT - Safe Routes to School (SRTS)UnlikelyFederalState of MN - 2020 Bonding Bill $ 1,000,000 1/1/2020 2021PossibleStateState of MN - 2022 Bonding Bill $ 1,000,000 1/1/2020 2023PossibleStateTotal Potential Identified Funding Sources 12,840,000$ Viability of MnDOT program in question, available funding lowLobbying efforts would be requiredLobbying efforts would be requiredResearch / discussion neededDiscussion with Three Rivers neededAnnual Program, RevolvingProject would be a good candidateProject would be a good candidateIt is desirable to minimize this funding sourceResearch / discussion neededOther NotesPreliminary Funding Plan17th Avenue Bicycle FacilityCity of HopkinsJune, 2018 Appendix C: Project Location Map 80 0.0 © Bolton & Menk, Inc - Web GIS 0 Legend 17 Ave Bike Facility Study-Project This drawing is neither a legally recorded map nor a survey and is not intended to be used as one. This drawing is a compilation of records, information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference purposes only. The City of Hopkins is not responsible for any inaccuracies herein contained. Disclaimer: 7/5/2018 1:52 PM 560 Feet City Limits Parcels (8-1-2017) Lot Lines Appendix D: Corridor Layouts ANGELET LOIGA 136 17TH AVENUE S PID:2311722440054 KATHERINE CURREN SCHOOL IND SCHOOL DIST NO 270 1600 MAINSTREET PID:2411722330012 MICHAEL J BOHMBACH 130 17TH AVE S PID:23111722440053 ANTHONY L KOSTERS 126 17TH AVENUE S PID:2311722440052 LILLIAN H GILBERTSON 120 17TH AVENUE S PID:2311722440051 JAMES H GELO 114 17TH AVENUE S PID:2311722440050 SARAH T SANDQUIST / BRIAN D MEULENERS 108 17TH AVENUES PID:2311722440049 RUTH M SCHLIEP 102 17TH AVENUE S PID:2311722440048 RAJU PRASAD LAMICHHANE 38 17TH AVENUE S PID:2311722440042 DAVID HIATT JR / KAYLEE HIATT 32 17TH AVENUE S PID:2311722440041 VANESSA OLSON / ARRON OLSON 26 17TH AVENUE S PID:2311722440040 MICHAEL R & BETH J STONE 20 17TH AVENUE S PID:2311722440039 MANEUL SOTEL 14 17TH AVENUE S PID:2311722440038 AFFORDABLE AUTO SERVICE 10 17TH AVENUE S PID:2311722440037 HOPKINS AUTO SERVICE BRIAN HARTMANN 1701 MIANSTREET PID:2311722410153 EIRIK R MAGNUSON DANIELLE J MAGNUSON 30 17TH AVENUE N PID:2311722410149 ROBERT E & D JEANNE 10 17TH AVENUE N PID:2311722410152 STEVE LAWSON 22 17TH AVENUE N PID:2311722410151 TIM & LAURIE BAKKEN 24 17TH AVENUE N PID:2311722410150 ANTHONY W & JULIE A JOCHIM 32 17TH AVENUE N PID:2311722410148 PAULA DEE WILLIAMS 36 17TH AVENUE N PID:2311722410147 PHILLIP ANGELL 42 17TH AVENUE N PID:2311722410146 CEASAR & CHRISTINE MARTINEZ 46 17TH AVE N PID:2311722410145 AFFORDABLE AUTO SERVICE 10 17TH AVENUE S PID:2311722440036 JESSICA L WAGENDORF 100 17TH AVENUE N PID:2311722410020 DIANE M DVORAK 104 17TH AVENUE N PID:2311722410019 WESLEY C HORGEN 108 17TH AVENUE N PID:2311722410018 JASON BIHL & KIA BIHL 116 17TH AVENUE N PID:2311722410017 JANE F DYE 122 17TH AVENUE N PID:2311722410016 JEAN NUSBAUM 126 17TH AVENUE N PID:2311722410015 KELSEY R ESSIG 130 17TH AVENUE N PID:2311722410014 CHARLES & RITSUKO LANDER 134 17TH AVENUE N PID:2311722410013 SARA A KOBES / MICHAEL D KOBES 136 17TH AVENUE N PID:2311722410012 ANDREW CARLSON / ALISON BONG 142 17TH AVENUE N PID:2311722410011 CHARLES SMOTHERS MARIA ERNSTER 200 17TH AVENUE N PID:2311722140120THOMAS D MEMMEN 204 17TH AVENUE N PID:2311722140119 LEON E DUDA 208 17TH AVENUE N PID:2311722140118 GERALD D DYKHOFF 220 17TH AVENUE N PID:2311722140117 TAMARA J O'BLACK 226 17TH AVENUE N PID:2311722140116 FELIX BENITEZ / CONSUELO PEREA 228 17TH AVENUE N PID:2311722140133ROBERT L GASTON 230 17TH AVENUE N PID:2311722140132 MATTHEW C SCHUBBE DONNA L SCHUBBE 232 17TH AVENUE N PID:2311722140146ALYSON K ELIAS & DAVID ELIAS 236 17TH AVENUE N PID:2311722140145 THOMAS & PENNY TESAREK 238 17TH AVENUE N PID:2311722140140 RICHARD PARKER 244 17TH AVENUE N PID:2311722140139 TROY D FINN 304 17TH AVENUE N PID:2311722140005 BENJAMIN BUCHHOLTZ 308 17TH AVENUE N PID:2311722140004 INDUSTRIAL FLOOR MAINTENANCE DENNIS & AVIS MEUWISSEN 314 17TH AVENUE N PID:2311722140003 JASON SICHTING JERRY SICHTING 315 17TH AVENUE N PID:2411722230031 SHELLI STONE 301 17TH 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WALL 2'-3' HIGH RETAINING WALL 500 SF PERMANENT EASEMENT 10'10'10'10'10'OVERHEAD RECTANGULAR RAPID FLASHING BEACON (RRFB) REDUCE CONTINUOUS DRIVEWAY INSTALL FENCE INSTALL FENCE CLOSE DRIVEWAY CLOSE DRIVEWAY MAINSTREET TO REGIONAL TRAIL - LOOKING NORTH EXCELSIOR BLVD TO MAINSTREET - LOOKING NORTH 175 SF PERMANENT EASEMENT 50 SF PERMANENT EASEMENT REINSTALL FENCE 1'-2' HIGH RETAINING WALL R20'R20'R20'R20'R20'R20'R20'R20'65 SF PERMANENT EASEMENT 80 SF PERMANENT EASEMENT X CLOSE X CLOSE X CLOSE X CLOSE X CLOSE X CLOSE P P P P P P P P P P P P P P P P PPP P P 2'-3' HIGH RETAINING WALL4' CLEARANCE TO BUILDING (EX 10' CLEARANCE) 8' CLEARANCE TO BUILDING (EX 14' CLEARANCE)CLOSE DRIVEWAY INSTALL FENCE BURY OVERHEAD POWER TBusStopTBusStopTBusStopTBusStopLEGEND PROPOSED CONCRETE WALK PROPOSED CYCLE TRACK PROPOSED TURF PROPOSED PAVERS PROPOSED TREE REMOVAL EXISTING RIGHT OF WAY PROPOSED CONCRETE DRIVEWAY, CURB & GUTTER, MISC. CONCRETE PROPOSED BITUMINOUS PAVEMENT PROPOSED RETAINING WALL PERMANENT EASEMENT TEMPORARY EASEMENT FEETSCALE 0 25 50 HORZ.RPEDESTRIAN SCALE LIGHT OVERHEAD STREET LIGHT P P EXISTING NO PARKING PROPOSED NO PARKING PROPOSED TREE REMOVAL FOR CONDITION OR SPECIES Services Provided: Civil and Municipal Engineering Water and Wastewater Engineering Traffic and Transportation Engineering Aviation Planning and Engineering Water Resources Engineering Coatings Inspection Services Landscape Architecture Services Surveying and Mapping Geographic Information System Services Funding Assistance www.bolton-menk.com