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Home My WebLink AboutCouncil Information Memorandum 02-02-2017CITY OF PLYMOUTH COUNCIL INFO MEMO February 2, 2017 EVENTS / MEETINGS Environmental Quality Committee Agenda for February 8th ............................................................. Page 2 Parks and Recreation Advisory Commission Agenda for February 9th ............................................. Page 3 Official City Meeting Calendars ......................................................................................................... Page 4 Tentative List of Agenda Items ........................................................................................................... Page 7 CORRESPONDENCE City & Rotary Partner to Offer Free CPRAED Training .................................................................... Page 9 Home Alone Workshop for Children set for February 16th ............................................................. Page 10 Site Plan Amendment and Variances for 13600 Industrial Park Boulevard (2016101) .................... Page 11 Variance for 2635 West Medicine Lake Drive (2017002) ................................................................ Page 12 Variance for Skyline Design for 941 Zanzibar Lane North (2017005) ............................................. Page 13 REPORTS & OTHER ARTICLES OF INTEREST Twin Cities Homebuilders and Cities Square Off at the Capitol, Star Tribune ................................. Page 14 'Heart Jacket' Startup Mardil Raising $5M, Minneapolis/St. Paul Journal ...................................... Page 17 Plymouth Man Who Wheeled Dying Mother into Bank to Withdraw Money Pleads Guilty to Financial Exploitation, Star Tribune ............................................................................. Page 19 Park and Recreation Trail Gap Feasibility Report ............................................................................ Page 21 ENVIRONMENTAL QUALITY COMMITTEE AGENDA February 8, 2017 WHERE: MEDICINE LAKE ROOM Plymouth City Hall 3400 Plymouth Boulevard Plymouth, MN 55447 CONSENT AGENDA All items listed on the consent agenda* are considered to be routine by the Environmental Quality Committee and will be enacted by one motion. There will be no separate discussion of these items unless a Committee member, or citizen so requests, in which event the item will be removed from the consent agenda and considered in normal sequence on the agenda. 1.7:00 P.M. CALL TO ORDER 2.7:00 P.M. PUBLIC FORUM – Individuals may address the Committee about any item not contained in the regular agenda. A maximum of 15 minutes is allotted for the Forum. 3.7:15 P.M APPROVAL OF AGENDA - EQC members may add items to the agenda for discussion purposes or staff direction only. The EQC will not normally take official action on items added to the agenda. 4.7:20 P.M. CONSENT AGENDA* A. B. C. Approve January 11, 2017 EQC Meeting Minutes (Asche) Approve 2015 Solid Waste Annual Report (Asche) Approve 2016 EQC Annual Report and 2017 Work Plan (Asche) 5.7:30 P.M. GENERAL BUSINESS A. B. EQC Orientation (Asche) Election of Chair and Vice Chair (Asche) 6.REPORTS AND STAFF RECOMMENDATIONS A. 7.FUTURE MEETINGS: March 8, 2017 •Organics Recycling •Surface Water Management Plan Updates 8.8:00 P.M. ADJOURNMENT Page 2 PARKS AND RECREATION ADVISORY COMMISSION MEETING AGENDA 1.CALL TO ORDER 2.APPROVAL OF MINUTES 3.OPEN FORUM: 4.PRESENTATIONS (NON-ACTION ITEMS): 4a 5.NEW BUSINESS (ACTION ITEMS): 5a Annual Report (Draft) 5b Appointment of Chair and Vice-Chair 5c East Medicine Lake Park Master Plan 5d Crooked Creek Park Master Plan 6.COMMISSIONER/STAFF UPDATE Upcoming Community/Special Events February Meeting- Selection of Park Commission Chair & Vice Chair 7.ADJOURNMENT DATE & TIME: Thursday, February 9, 2017 7:00 p.m. LOCATION: CITY COUNCIL CHAMBERS Plymouth City Hall, 3400 Plymouth Boulevard, Plymouth, Minnesota 55447 Page 3 SUN MON TUE WED THU FRI SAT 1 2 3 4 3:00 PM - 7:00 PM FIRE & ICE FESTIVAL Parkers Lake Park 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 SUN TUES MON WED THUR FRI SAT February 2017 3400 Plymouth Boulevard Plymouth, MN 55447 OFFICIAL CITY CALENDAR Phone: 763-509-5000 Fax: 763-509-5060 7:00 PM PLANNING COMMISSION MEETING Council Chambers 7:00 PM ENVIRONMENTAL QUALITY COMMITTEE (EQC) MEETING Medicine Lake Room 7:00 PM PARK & REC ADVISORY COMMISSION (PRAC) MEETING Council Chambers 7:00 PM PLANNING COMMISSION MEETING Council Chambers 7:00 PM HOUSING AND REDEVELOPMENT AUTHORITY (HRA) MEETING Medicine Lake Room CITY OFFICES CLOSED 7:00 PM REGULAR COUNCIL MEETING Council Chambers 7:00 PM REGULAR COUNCIL MEETING Council Chambers PRESIDENTS DAY Page 4 SUN MON TUE WED THU FRI SAT 1 2 3 4 5 1:00 PM - 4:00 PM HEALTHY LIVING FAIR Plymouth Creek Center 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 March 2017 3400 Plymouth Boulevard Plymouth, MN 55447 OFFICIAL CITY CALENDAR Phone: 763-509-5000 Fax: 763-509-5060 7:00 PM ENVIRONMENTAL QUALITY COMMITTEE (EQC) MEETING Medicine Lake Room 7:00 PM PLANNING COMMISSION MEETING Council Chambers 7:00 PM HOUSING AND REDEVELOPMENT AUTHORITY (HRA) MEETING Medicine Lake Room 5:00-7:00 PM Board & Commission Social City Hall Lobby 7:00 PM REGULAR COUNCIL MEETING Council Chambers SUN TUES MON WED THUR FRI SAT 7:00 PM PLANNING COMMISSION MEETING Council Chambers 7:00 PM REGULAR COUNCIL MEETING Council Chambers 11:00 AM—2 PM WEDDING EXPO Plymouth Creek Center Page 5 SUN MON TUE WED THU FRI SAT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 PRIMAVERA Plymouth Fine Arts Council Show Plymouth Creek Center 22 PRIMAVERA Plymouth Fine Arts Council Show Plymouth Creek Center 23 PRIMAVERA Plymouth Fine Arts Council Show Plymouth Creek Center 24 25 26 27 28 29 April 2017 3400 Plymouth Boulevard Plymouth, MN 55447 OFFICIAL CITY CALENDAR Phone: 763-509-5000 Fax: 763-509-5060 7:00 PM PLANNING COMMISSION MEETING Council Chambers 5:30PM SPECIAL COUNCIL MEETING Plymouth Creek Center Feasibility Study Medicine Lake Room 7:00 PM REGULAR COUNCIL Council Chambers 7:00 PM ENVIRONMENTAL QUALITY COMMITTEE (EQC) MEETING Medicine Lake Room 7:00 PM PLANNING COMMISSION MEETING Council Chambers 4:30 PM-7:00 PM Open Book Meeting Medicine Lake Room 7:00 PM HOUSING AND REDEVELOPMENT AUTHORITY (HRA) MEETING Medicine Lake Room SUN TUES MON WED THUR FRI SAT 7:00 PM REGULAR COUNCIL MEETING Council Chambers CHANGES ARE NOTED IN RED 6:00 PM - 9:00 PM PLYMOUTH HOME EXPO Plymouth Creek Center 9:00 AM - 1:00 PM PLYMOUTH HOME EXPO Plymouth Creek Center 30 Page 6 Tentative Schedule for City Council Agenda Items February 14, Regular, 7:00 p.m. Council Chambers •Approve Joint Powers Agreement for the North Metro Range •Approve purchase of single axle and tandem axle dump trucks with snow/ice control related equipment •Public hearing on proposed lodging tax •Approve Rebate for the Ponderosa Street Reconstruction Project •Approve the Installation of Traffic Controls in Terra Vista and Spring Meadows •Approve the Hennepin County 2017-2020 Residential Recycling Grant Agreement •Award Contract for 2017 Street Sweeping Program (17018) •Approve Change Orders 1, 2 and 3, Maintenance Facility Expansion (15020) •Approve Final Payment to Hennepin County for CSAH 101 Expansion Project (5102E) •Approve Final Plat for Creekside Woods (Landform Professional Services – 2016044F) •Approve Preliminary Plat and PUD General Plan for a memory care home and retail building for “Crossroads Commons Second Addition” for property located south the Highway 55 frontage road, between West Medicine Lake Drive and County Road 73 (Civil Site Group/Moments of Plymouth – 2016088) •Approve Variance to the rear yard setback for an addition for property located at 10610 54th Avenue (Michael Steinhauser – 2016102) •Consider Variance to maintain existing boat storage/carport in front yard (Ricardo and Cynthia Armijo – 2016100) •Accept Parks and Recreation Advisory Commission’s 2017 Work Plan •Authorize advertisement for bids for the Northwest Greenway Trail Segment Three construction project (140005) •Approve purchase agreement for Northwest Greenway property PID: 05-118-22-33-0001 February 28, Regular, 7:00 p.m. Council Chambers •Utility Rate Study •Announce Healthy Living Fair on March 5 at Plymouth Creek Center •Consider sale of City owned property located at 3035 Weston Lane March 14, 5:00 p.m.-7:00 p.m. City Hall Lobby and Medicine Lake Room •Board and Commission Recognition Social March 14, Regular, 7:00 p.m. Council Chambers •Recognize Board and Commission members •City Manager’s quarterly update following regular meeting March 28, Regular, 7:00 p.m. Council Chambers April 11, Special, 5:30 p.m. Medicine Lake Room •Plymouth Creek Center Feasibility Study update April 11, Regular, 7:00 p.m. Council Chambers Page 7 April 25, Regular, 7:00 p.m. Council Chambers May 9, Regular, 7:00 p.m. Council Chambers May 23, Regular, 7:00 p.m. Council Chambers June 13, Regular, 7:00 p.m. Council Chambers June 27, Regular, 7:00 p.m. Council Chambers July 25, Regular, 7:00 p.m. Council Chambers August 8, Regular, 7:00 p.m. Council Chambers August 22, Regular, 7:00 p.m. Council Chambers Page 8 City of Plymouth News Release For Immediate Release Jan. 27, 2017 Contact: Mike Goldstein Public Safety Director City of Plymouth 763-509-5129 City, Rotary partner to offer free CPR/AED training Plymouth, Minn. – The City of Plymouth Public Safety Department and Rotary Club of Plymouth have partnered to offer five upcoming Heart Safe Plymouth training sessions, which teach bystander CPR and AED use to the public. The free trainings are set for 7-8 p.m. Wednesdays Feb. 15, March 1, March 15, April 5 and April 19 on the second floor of the Plymouth Public Safety Building, 3400 Plymouth Blvd, adjacent to City Hall. Register for CPR/AED Training Space is limited to 30 participants per training session and registration is required. Due to the popularity of the training sessions and limited space, early registration is encouraged. To register, visit heartsafeplymouth.eventbrite.com. About the Training Sessions The one-hour training sessions are open to teenagers and adults who are interested in learning to help save lives. Participants can learn hands-only CPR, which teaches chest compressions without mouth-to- mouth breaths, as well as the use of an AED. An AED, or Automated External Defibrillator, is a portable electronic device that automatically detects disturbances in the rhythm of a heartbeat and is able to treat them through defibrillation, the application of electrical therapy, allowing the heart to re-establish an effective rhythm. Heart Safe Plymouth Background The City of Plymouth was designated a Heart Safe Community in 2013 by the American Heart Association. The program recognizes efforts by individual communities to improve their system for preventing deaths caused by sudden cardiac arrest. Rotary Club of Plymouth began holding free CPR and AED training sessions in 2012 and has helped train more than 3,600 Plymouth residents and businesspeople. Sponsors include Heart Safe communities through AHA, Minnesota Department of Health and Allina Health. Businesses groups and organizations can obtain more information or schedule a free training. For more information, email heartsafeplymouth@gmail.com, call CPR/AED Instructor Norm Okerstrom at 763- 238-8443 or visit rotaryplymouth.org. -30- Page 9 City of Plymouth News Release For Immediate Release Jan. 30, 2017 Contact: Sara Lynn Cwayna Public Safety Education Specialist City of Plymouth 763-509-5198 scwayna@plymouthmn.gov Home Alone Workshop for children set for Feb. 16 Plymouth, Minn. – The Plymouth Public Safety Department will host a Home Alone Workshop 6:30- 7:45 p.m. Thursday, Feb. 16 in the second-floor training room of the Plymouth Public Safety Building, 3400 Plymouth Blvd. The program is geared toward children ages 8-10. The workshop will teach children how to respond to an emergency if they’re home alone. Public safety staff will work interactively with participants to discuss a variety of scenarios and issues, including dialing 911, fire prevention in the home, personal safety, severe weather awareness, scalds and burns, home fire escape plans, internet safety and cyber bullying. Cost is $5 for each child. Class size is limited to 30 participants and early registration is encouraged. Additional workshops are also set for Tuesdays April 18 and May 16. To register, call the Parks and Recreation Department at 763-509-5200 or visit plymouthmn.gov/recreation. -30- Page 10 Page 11 Page 12 Page 13 EAST METRO 412022036 Twin Cities homebuilders and cities square off at the Capitol Both sides want more control over moratoriums. By Eric Roper Star Tribune JANUARY 28, 2017 — 12:02AM Joel Koyama - Star Tribune File Teardowns like this one in March 2014 helped spur a moratorium in some Minneapolis neighborhoods. Twin Cities homebuilders want to make it harder for cities to abruptly halt development through building moratoriums like those imposed in Minneapolis and Lake Elmo in recent years. A proposal winding through the Legislature would require cities to give 10 days’ notice and hold a public hearing before imposing a moratorium on housing. A supermajority vote of the City Council also would be required. The Builders Association of the Twin Cities, one of the groups pushing for the change, said existing laws allow the process to move too quickly — disrupting complex, long-term development plans. David Siegel, Page 14 the group’s executive director, said they are not trying to take away cities’ rights to issue moratoriums, but ensure due process and proper notification. “There’s no notice. There’s no consideration. There’s no discussion. Vote taken, majority rules,” Siegel said. Groups representing cities are pushing back on the idea, noting that it’s sometimes necessary to pause and study an issue. Irene Kao with the League of Minnesota Cities said cities rarely pursue moratoriums, reserving them for urgent situations. “So in situations where they need to act, they do tend to need to act quickly,” Kao said. ELIZABETH FLORES - STAR TRIBUNE FILE Twin Cities homebuilders want to make it harder for cities to abruptly halt development through building moratoriums like those imposed in Minneapolis and Lake Elmo in recent years. This is the second time the Builders Association has tried to address the issue at the Legislature. The measure passed through the House last year, but died in a Senate committee. This year, its Senate author, Sen. Dan Hall, R-Burnsville, chairs the Local Government committee. The bill will get its first hearing Tuesday. The effort comes several years after the Minneapolis City Council suddenly halted all home demolitions and new home construction in several southwest neighborhoods, responding to a spate of teardowns that were frustrating neighbors. The moratorium was introduced by Council Member Linea Palmisano and received unanimous council approval without discussion. Page 15 It jolted the architects, builders and others working on projects in that corner of the city. “It was very sudden,” said Katie Elfstrom, press secretary for the Builders Association. “And so it kind of left people that were in the middle of work — it had a big impact on them.” But Palmisano said it was urgent. “In this urban environment, people were five feet away from these huge holes in the ground,” she said. “And gas lines were shifting, they were being evacuated out of their homes with ... ladder trucks in the middle of the night.” State law allows cities to impose a moratorium to protect the planning process or the health and safety of its citizens. The ordinance can “regulate, restrict, or prohibit any use, development or subdivision” for up to a year. The 2014 Minneapolis moratorium lasted about five weeks, and was followed by new rules on home sizes and construction management. In 2012, Minneapolis halted large-scale development in parts of the Linden Hills neighborhood. In Lake Elmo, where growth and development have been controversial, the City Council voted 3-2 to temporarily put the brakes on new housing in 2015. Siegel said builders will be very attentive if cities ask them to reform their construction practices in advance of a potential moratorium. “The threat of being able to do a moratorium, frankly, is as powerful as the moratorium itself,” Siegel said. eric.roper@startribune.com 612-673-1732 StribRoper Page 16 'Heart jacket' startup Mardil raising $5M Jan 30, 2017, 1:56pm CST Katharine Grayson - Senior Reporter Minneapolis / St. Paul Business Journal Mardil Inc., a startup developing a medical device that wraps around the heart, is seeking $5 million in financing, according to a regulatory filing. The Plymouth-based company is developing a heart "jacket" with inflatable chambers that surrounds a portion of the heart. Pressure applied by the device aims to prevent heart valves from leaking. Mardil Medical Mardil CEO Jim Buck (right) shakes hands with a representative from Malaysia's innovative agency, which is one of the company’s investors. Mardil has raised about $4.3 million from 25 investors so far through the sale of debt securities, the filing shows. The company has been relatively quiet since raising about $6 million in a round led by Malaysia's innovation agency, Agensi Inovasi Malaysia, about three years ago. It started a clinical trial in January 2016 that's estimated to wrap up in March 2010, according to a U.S. National Institutes of Health website that tracks clinical trials. Mardil CEO Jim Buck couldn't be immediately be reached for comment. Page 17 If Mardil's heart-wrap concept sounds familiar, that may be because its product incorporates assets acquired from Acorn Cardiovascular, a Twin Cities startup that spent more than $100 million in venture capital before shutting down. Acorn referred to its product as a heart sock (yet another company, Paracor Medical Inc., had a "heart bra"). Mardil raised about $10 million from U.S. investors before heading to Malaysia for funding. Katharine Grayson covers med tech, clean tech, technology, health care and venture capital. Page 18 WEST METRO 412205093 Plymouth man who wheeled dying mother into bank to withdraw money pleads guilty to financial exploitation David Vanzo reported his mother dead hours after wheeling her into a bank. By David Chanen Star Tribune JANUARY 30, 2017 — 9:01PM Hennepin County Sheriff, Star Tribune Mug of David John Vanzo A Plymouth man pleaded guilty Monday to stealing thousands of dollars from his elderly mother, including wheeling her while unresponsive into a bank to make a withdrawal just hours before she was pronounced dead. David Vanzo, 59, of Plymouth, will serve 3½ years in prison for financial exploitation of a vulnerable adult over $35,000. Charges of criminal neglect and attempted theft by swindle were dismissed. "It is hard to comprehend how a son could be so greedy as to pack his obviously ailing mother into a taxi and push her into the bank just to obtain a few more dollars," Hennepin County Attorney Mike Freeman said in a statement. "He was her primary care provider and he failed at that, as well." Page 19 Vanzo was arrested in March in California and extradited to Minnesota. He will be sentenced Feb. 21. According to the criminal complaint: Vanzo and his 90-year-old mother entered a Wells Fargo branch office in January 2015, where he withdrew $850 from his mother's account. The woman was slumped over in her wheelchair, unresponsive and dragging her feet as Vanzo pushed the chair, witnesses said. Six hours later, Vanzo called Plymouth police to report his mother's death. Officers found her on a soiled bed, still in a coat and boots. A medical examiner who said she was covered in feces and painful bed sores was unable to determine whether she would have been alive at the bank. Vanzo moved in with his mother in 2007 and was given power of attorney over her finances in 2012. Until her death, Vanzo allegedly withdrew about $260,000 from her accounts and a reverse mortgage and spent the money on gambling and women. He admitted Monday in court that his mother was a vulnerable adult and he took more than $35,000 and used it for himself. He acknowledged that this was a major economic offense because it involved substantially more than $35,000 and he made numerous bank transactions over a number of years. Such an admission allows the judge to impose a higher sentence than what the Minnesota Sentencing Guidelines would otherwise allow. dchanen@startribune.com 612-673-4465 Page 20 Plymouth’s current trail system is an established network of more than 166 miles of city, county and state trails and sidewalks that connect most neighborhoods to parks, schools and commercial areas. Within the trail network, there are gaps that need to be filled, and connections that must be made to ultimately provide better access to schools, parks, transit facilities and other destinations. Most recently, the City Council requested information on the feasibility and cost associated with building a trail along 32nd Avenue to provide pedestrian access to the new Fresh Thyme commercial area on Vicksburg. Plymouth Engineering Department has completed the feasibility review on the 32nd Avenue trail, as well as, several other trail gaps that have been identified based on residential requests, usage and/or safety concerns. The Parks and Recreation Advisory Commission (PRAC) will be reviewing all of the trail gap requests, prioritizing them and forwarding their recommendations to the City Council for final approval. Approved trail project will be scheduled into the Capital Improvement Program (CIP) for 2018-2022. In 2017, the CIP includes two trail gap projects ($235,000); Fernbrook Lane from County Road 6 to the Luce Line Trail and the CSAH 24 trail gap. Attached for your review is the 2016 Trail Gap Feasibility Report, which includes an analysis of eight different locations for consideration. The chart below identifies the trail locations. Road Trail Gap Location Gap # Side Price Comments 32nd Avenue Vicksburg Ln to Entrance to Fresh Thyme 113 North $237,879 Major obstacles South $145,928 Revere Lane Old County Rd 15 to 6th Ave 112 East $65,956 West $92,579 Manhole obstruction Medina Road Greenwood Elementary to Brockton Ln 43 North $360,724 Private utilities South $366,425 Retaining wall installation Old County Road 15 Highway 55 to Saratoga Ln 107 South $416,183 ROW and other obstacles Transit Station to Revere Ln 109 North $378,909 Major obstacles Old Rockford Road Vicksburg Ln to Rockford Rd 56 North $191,950 Relocate private utilities & retaining wall installation Three Rivers Trail to 41st Ave 72 North $199,243 Relocate private utilities & retaining wall installation South $206,509 Relocate private utilities East of Evergreen Ln to Zachary Ln 73 North $284,986 Relocate private utilities & retaining wall installation Memorandum To: Dave Callister, City Manager From: Sonya Rippe, Project Coordinator Date: January 26, 2017 Item: Trail Gaps Page 21 City of Plymouth Feasibility Report Park and Recreation Trail Gap Projects December, 2016 Page 22 i Table of Contents Introduction .................................................................................................................................................. 1 32nd Avenue Vicksburg Lane to Entrance to Grocery Store (North) (Gap 113) ............................................................. 1 Vicksburg Lane to Entrance to Grocery Store (South) (Gap 113) ............................................................. 4 Revere Lane Old County Road 15 to 6th Avenue (East) (Gap 112) ................................................................................. 7 Old County Road 15 to 6th Avenue (West) (Gap 112) ............................................................................... 9 Medina Road Greenwood Elementary School to Brockton Lane (North) (Gap 43) ...................................................... 11 Greenwood Elementary School to Brockton Lane (South) (Gap 43) ...................................................... 13 Old County Road 15 Highway 55 to Saratoga Lane (Gap 107) ................................................................................................. 15 Transit Station to Revere Lane N (Gap 109) ............................................................................................ 20 Old Rockford Road Vicksburg Lane to Rockford Road (Gap 56)............................................................................................. 23 Three Rivers Trail to 41st Avenue (North) (Gap 72) ................................................................................. 25 Three Rivers Trail to 41st Avenue (South) (Gap 72) ................................................................................. 27 East of Evergreen Lane to Zachary Lane (Gap 73) .................................................................................. 29 Appendix A – Typical Trail Section Bituminous Trail Adjacent to Roadway ................................................................................................... 31 Bituminous Trail in Boulevard ................................................................................................................. 32 Sidewalk ................................................................................................................................................. 33 Page 23 ii Table of Figures Project Map – 32nd Avenue (North) – Gap 113 ......................................................................................... 3 Project Map – 32nd Avenue (South) – Gap 113 ......................................................................................... 6 Project Map – Revere Lane (East) – Gap 112 ............................................................................................ 8 Project Map – Revere Lane (West) – Gap 112 ........................................................................................ 10 Project Map – Medina Road (North) – Gap 43 ....................................................................................... 12 Project Map – Medina Road (South) – Gap 43 ....................................................................................... 14 Project Map – Old County Road 15 – Gap 107 ....................................................................................... 17 Potential Easements – Old County Road 15 – Gap 107 – Figure 7A ....................................................... 18 Potential Easements – Old County Road 15 – Gap 107 – Figure 7B ....................................................... 19 Project Map – Old County Road 15 – Gap 109 ....................................................................................... 22 Project Map – Old Rockford Road – Gap 56 ........................................................................................... 24 Project Map – Old Rockford Road (North) – Gap 72 ............................................................................... 26 Project Map – Old Rockford Road (South) – Gap 72 ............................................................................... 28 Project Map – Old Rockford Road – Gap 73 ........................................................................................... 30 Page 24 1 Introduction This report addresses the feasibility of potential park trail gap projects as requested by the Park and Recreation Department in their September 27, 2016 memo. This report includes general design and location recommendations as well as a cost estimate for each trail section. These recommendations and estimates are preliminary in nature and a full design should be performed to obtain final design and cost information. Potential easement acquisition is also addressed in cases where available right of way is insufficient for trail construction. The capital improvement projects listed in the 2017 – 2021 Capital Improvement Program (CIP) have been evaluated for their impact on the potential trail gap projects. The location of underground utilities have not been verified in the preparation of this report. Their location may impact the proposed location of the trails and should be verified prior to construction. Hennepin County will need to be contacted where trail construction occurs in County right of way to obtain necessary permits. Trails widths were assumed to be 10 feet wide when adjacent to curb and gutter in accordance with City details and past practice. Hennepin County review and approval of construction plans will be required when trails are constructed in Hennepin County right of way or when Hennepin County funds are used. Hennepin County may also require trail widths to be 12 feet when constructed adjacent to curb and gutter in Hennepin County right of way or when funded in part by Hennepin County. 32nd Avenue Vicksburg Lane to Entrance to Grocery Store (North) – Trail Gap 113 The proposed project on the north side of 32nd Ave N would fill the gap from Vicksburg Ln to the Fresh Thyme grocery store entrance. The site contains sloped grass boulevards with rows of mature trees, 2 fire hydrants, 2 commercial driveways, 4 street signs, 2 private utility boxes, 1 traffic signal controller box, 2 signal hand holes, and a traffic signal pole. A retaining wall at the grocery store entrance is present where the tie in point would be. Right of way is consistent at 8-10 feet behind the curb. A 10 foot wide bituminous trail approximately 510 feet long is proposed. The trail would be installed following the back of curb from the northwest side of Vicksburg Ln and 32nd Ave with signal upgrades and striped crosswalk for the pedestrian crossing. This intersection would include 2 pedestrian ramps with one located on either side of Vicksburg Ln. The trail would then follow the curb radius to the east, where there would be a conflict with the traffic signal controller box, 2 private utility boxes, and a fire hydrant. These are major obstacles to move as they are all very close together, and the signal would have to be de-energized for a prolonged period of time as well to move the controller. The signal hand holes would be in the trail and would need to be adjusted. The fire hydrant would also need to be relocated behind the new trail. Moving to the east, a long retaining wall would need to be constructed along the berm on the back edge of the trail for the entire distance to maintain the slope requirements. The wall would taper at the drive way entrances and tie in with the existing wall at the grocery store entrance tie in point. One tree would need to be removed as well. There would be 4 more pedestrian ramps with one on each side of the 2 commercial driveway aprons. In areas where existing right of way is inadequate to construct a standard trail and requisite retaining walls an easement would need to be obtained (Figure 1). A survey would need to be performed to verify existing right of way and to determine the exact easements to be acquired. Payment for trail easements is generally not issued by the City so the costs of obtaining easements, if any, have not been included in the cost estimate for this section of trail. Temporary right of entries would need to be obtained from property owners for restoration. Page 25 2 A mill and overlay of Vicksburg Lane from Highway 55 to County Road 6 is scheduled for 2019 in the CIP which could potentially impact this trail project. Pedestrian ramps not in compliance with ADA are reconstructed at the time of a mill and overlay. If the mill and overlay were to occur first the future trail project should be considered during the design of the pedestrian ramps on 32nd Avenue at Vicksburg Lane so that they would not have to be reconstructed to accommodate the trail. TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 9,500.00$ 9,500.00$ 2 TRAFFIC CONTROL L.S. 1 10,000.00$ 10,000.00$ 3 CLEARING EACH 1 1,000.00$ 1,000.00$ 4 GRUBBING EACH 1 1,000.00$ 1,000.00$ 5 SALVAGE HYDRANT EACH 1 1,000.00$ 1,000.00$ 6 SALVAGE AND INSTALL SIGN PANEL EACH 4 250.00$ 1,000.00$ 7 COMMON EXCAVATION C.Y.400 35.00$ 14,000.00$ 8 AGGREGATE BASE CL 5 (CV)C.Y.100 50.00$ 5,000.00$ 9 SMALL BLOCK RETAINING WALL S.F. 1,300 35.00$ 45,500.00$ 10 F&I HYDRANT EACH 1 7,500.00$ 7,500.00$ 11 6" PVC WATERMAIN L.F.10 150.00$ 1,500.00$ 12 ADJUST UTILITY BOX/CASTING EACH 2 800.00$ 1,600.00$ 13 ADJUST VALVE BOX EACH 2 500.00$ 1,000.00$ 14 SIGNAL UPGRADE FOR CROSSWALK L.S. 1 22,000.00$ 22,000.00$ 15 SIGNAL EQUIPMENT RELOCATION L.S. 1 15,000.00$ 15,000.00$ 16 ZEBRA CROSSWALK WHITE- PAINT S.F.315 3.50$ 1,102.50$ 17 24" STOP BAR WHITE-PAINT L.F.53 3.60$ 190.80$ 18 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOMES)EACH 6 5,000.00$ 30,000.00$ 19 REMOVE AND REPLACE CONCRETE CURB & GUTTER TYPE ALL L.F.50 45.00$ 2,250.00$ 20 BITUMINOUS PATCHING MIXTURE TON 3 200.00$ 600.00$ 21 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y.570 30.00$ 17,100.00$ 22 WATER FOR TURF ESTABLISHMENT MGAL 100 20.00$ 2,000.00$ 23 COMMERCIAL FERT. ANALYSIS 5-15-10 Lb. 30 4.00$ 120.00$ 24 SEEDING: MIXTURE Mn/DOT 25-151 S.Y.170 2.00$ 340.00$ TOTAL 190,303.30$ 25% DESIGN, ADMIN, CONT 47,575.83$ TOTAL PROJECT COST 237,879.13$ 32nd Ave - North Side Vicksburg To Grocery Store Entrance Engineer's Estimate ITEMNO.UNIT Trail Gap 113 Page 26 3 Page 27 4 32nd Avenue Vicksburg Lane to Entrance to Grocery Store (South) – Trail Gap 113 A trail constructed on the south side of 32nd Avenue N would fill the gap from Vicksburg Ln to the Fresh Thyme grocery store entrance. The site contains sloped grass boulevards, mature trees, 1 commercial driveway entrance, 3 street signs, 1 concrete staircase, 2 private utility boxes, 1 small retaining wall planter, 2 sanitary manholes, 1 traffic signal pole, 1 signal hand hole, a fiber vault, and a concrete valley gutter drain. Right of way is consistent at 8-10 feet behind the curb. Proposed is a 10 foot wide bituminous trail roughly 520 feet long. The trail would be installed following the back of curb, beginning at the southwest side of Vicksburg Ln and 32nd Ave, with signal upgrades to accommodate pedestrian movement and a striped crosswalk for the pedestrian crossing. This intersection would include 2 pedestrian ramps with one on either side of Vicksburg Ln. Moving to the east installation of storm sewer should be considered to eliminate the valley gutter discharging storm runoff across the trail. The existing fiber vault and signal hand hole would need to be adjusted and would most likely be located in the trail. Slopes behind the trail are mild and could be graded to accommodate the trail. A retaining wall planter would need to be relocated and the nearby tree removed. Two private utility boxes would need to be relocated in front of the Banner building and the concrete staircase would need to be redesigned to accommodate the trail as well. A mid-block crossing would be required to connect to the grocery store sidewalk. A survey should be performed to verify existing right of way to determine if it is necessary to acquire easements. In areas where existing right of way is inadequate to construct a standard trail an easement would need to be obtained (Figure 2). Payment for trail easements is generally not issued by the City so the costs of obtaining easements, if any, have not been included in the cost estimate for this section of trail. Temporary right of entries would need to be obtained from property owners for restoration. A mill and overlay of Vicksburg Lane from Highway 55 to County Road 6 is scheduled for 2019 in the CIP which could potentially impact this trail project. Pedestrian ramps not in compliance with ADA are reconstructed at the time of a mill and overlay. If the mill and overlay were to occur first the future trail project should be considered during the design of the pedestrian ramps on 32nd Avenue at Vicksburg Lane so that they would not have to be reconstructed to accommodate the trail. Page 28 5 TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 5,000.00$ 5,500.00$ 2 TRAFFIC CONTROL L.S. 1 10,000.00$ 10,000.00$ 3 CLEARING EACH 1 1,000.00$ 1,000.00$ 4 GRUBBING EACH 1 1,000.00$ 1,000.00$ 5 SALVAGE AND INSTALL SIGN PANEL EACH 3 250.00$ 750.00$ 6 COMMON EXCAVATION C.Y.230 35.00$ 8,050.00$ 7 AGGREGATE BASE CL 5 (CV)C.Y.110 50.00$ 5,500.00$ 8 ADJUST SANITARY MH STRUCTURE L.F. 4 500.00$ 2,000.00$ 9 ADJUST UTILITY BOX/CASTING EACH 2 1,000.00$ 2,000.00$ 10 SIGNAL UPGRADE FOR CROSSWALK L.S. 1 22,000.00$ 22,000.00$ 11 ZEBRA CROSSWALK WHITE- PAINT S.F.480 3.50$ 1,680.00$ 12 F&I SIGN PANEL, TYPE C EACH 2 250.00$ 500.00$ 13 24" STOP BAR WHITE-PAINT L.F.41 3.60$ 147.60$ 14 CATCH BASIN & STORM SEWER L.S. 1 5,000.00$ 5,000.00$ 15 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOMES)EACH 5 5,000.00$ 25,000.00$ 16 REMOVE AND REPLACE CONCRETE STEPS S.F.112 10.00$ 1,120.00$ 17 REMOVE AND REPLACE CONCRETE CURB & GUTTER TYPE ALL L.F.85 45.00$ 3,825.00$ 18 BITUMINOUS PATCHING MIXTURE TON 9 200.00$ 1,800.00$ 19 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y.580 30.00$ 17,400.00$ 20 WATER FOR TURF ESTABLISHMENT MGAL 100 20.00$ 2,000.00$ 21 COMMERCIAL FERT. ANALYSIS 5-15-10 Lb. 30 4.00$ 120.00$ 22 SEEDING: MIXTURE Mn/DOT 25-151 S.Y.175 2.00$ 350.00$ TOTAL 116,742.60$ 25% DESIGN, ADMIN, CONT 29,185.65$ TOTAL PROJECT COST 145,928.25$ NO.ITEM UNIT 32nd Ave - South Side Vicksburg To Grocery Store Entrance Engineer's Estimate Trail Gap 113 Page 29 6 Page 30 7 Revere Lane N. Old County Road 15 to 6th Avenue North (East) – Trail Gap 112 This proposed project on the east side of Revere Ln would connect Old County Rd 15 with 6th Ave N. The project site contains flat, treeless grass boulevards, 1 sign, 1 electric manhole, an existing pedestrian crossing at the 6th Ave northbound right turn lane, an existing pedestrian crossing with signal and crosswalks across 6th Ave and Hwy 55, and an existing trail linking Hwy 55 and Old County Road 15. The right of way is consistent at 9-10 feet behind the curb. A 10 foot wide bituminous trail approximately 335 feet long is proposed. The trail would be installed inside the pork chop following the back of curb from the southeast side of 6th Ave and Revere Lane to the first street crossing that is existing. One electric manhole would fall into the trail and need to be adjusted. Included in the bid estimate are the 2 pedestrian ramps that may need to be replaced to align the trail with the crossing and achieve ADA compliance. The trail would then follow the back of curb to Hwy 55 where it would align with the existing north pedestrian ramp. One sign would need to be relocated. Grading will be minimal as the project site is flat. A survey would need to be performed to verify existing right of way and determine any easements that would need to be acquired. Temporary right of entries would be needed from property owners for restoration. The Minnesota Department of Transportation should be consulted to determine if they require review of the project as a portion will be constructed in their right of way. TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 2,500.00$ 2,500.00$ 2 TRAFFIC CONTROL L.S. 1 5,000.00$ 5,000.00$ 3 SALVAGE AND INSTALL SIGN PANEL EACH 2 250.00$ 500.00$ 4 COMMON EXCAVATION C.Y.155 35.00$ 5,425.00$ 5 AGGREGATE BASE CL 5 (CV)C.Y.80 50.00$ 4,000.00$ 6 ADJUST UTILITY BOX/CASTING EACH 1 800.00$ 800.00$ 7 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOMES)EACH 4 5,000.00$ 20,000.00$ 8 REMOVE AND REPLACE CONCRETE CURB & GUTTER TYPE ALL L.F.24 45.00$ 1,080.00$ 9 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y.375 30.00$ 11,250.00$ 10 BITUMINOUS PATCHING MIXTURE TON 5 200.00$ 1,000.00$ 11 WATER FOR TURF ESTABLISHMENT MGAL 45 20.00$ 900.00$ 12 COMMERCIAL FERT. ANALYSIS 5-15-10 Lb. 20 4.00$ 80.00$ 13 SEEDING: MIXTURE Mn/DOT 25-151 S.Y.115 2.00$ 230.00$ TOTAL 52,765.00$ 25% DESIGN, ADMIN, CONT 13,191.25$ TOTAL PROJECT COST 65,956.25$ Trail Gap 112 Revere Lane - East 6th Ave to Old County Road 15 Engineer's Estimate UNITNO.ITEM Page 31 8 Page 32 9 Revere Lane N. Old County Road 15 to 6th Ave N. (West) – Trail Gap 112 This proposed project on the east side of Revere Ln would connect Old County Rd 15 with 6th Ave N. The project site contains flat, treeless grass boulevards, 1 sign, 1 electric manhole, an existing pedestrian crossing at the 6th Ave northbound right turn lane, an existing pedestrian crossing with signal and crosswalks across 6th Ave and Hwy 55, and an existing trail linking Hwy 55 and Old County Road 15. The right of way is consistent at 9-10 feet behind the curb. A 10 foot wide bituminous trail approximately 335 feet long is proposed. The trail would be installed inside the pork chop following the back of curb from the southeast side of 6th Ave and Revere Lane to the first street crossing that is existing. One electric manhole would fall into the trail and need to be adjusted. Included in the bid estimate are the 2 pedestrian ramps that may need to be replaced to align the trail with the crossing and achieve ADA compliance. The trail would then follow the back of curb to Hwy 55 where it would align with the existing north pedestrian ramp. One sign would need to be relocated. Grading will be minimal as the project site is flat. A survey would need to be performed to verify existing right of way and determine any easements that would need to be acquired. Temporary right of entries would be needed from property owners for restoration. The Minnesota Department of Transportation should be consulted to determine if they require review of the project as a portion will be constructed in their right of way. TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 3,500.00$ 3,500.00$ 2 TRAFFIC CONTROL L.S. 1 5,000.00$ 5,000.00$ 3 SALVAGE AND INSTALL SIGN PANEL EACH 1 250.00$ 250.00$ 4 COMMON EXCAVATION C.Y.170 35.00$ 5,950.00$ 5 AGGREGATE BASE CL 5 (CV)C.Y.90 50.00$ 4,500.00$ 6 ADJUST UTILITY BOX/CASTING EACH 2 800.00$ 1,600.00$ 7 ZEBRA CROSSWALK WHITE- PAINT S.F.342 3.50$ 1,197.00$ 8 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOMES)EACH 7 5,000.00$ 35,000.00$ 9 REMOVE AND REPLACE CONCRETE CURB & GUTTER TYPE ALL L.F.40 45.00$ 1,800.00$ 10 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y.425 30.00$ 12,750.00$ 11 BITUMINOUS PATCHING MIXTURE TON 5 200.00$ 1,000.00$ 12 WATER FOR TURF ESTABLISHMENT MGAL 50 20.00$ 1,000.00$ 13 COMMERCIAL FERT. ANALYSIS 5-15-10 Lb. 24 4.00$ 96.00$ 14 SEEDING: MIXTURE Mn/DOT 25-151 S.Y.160 2.00$ 320.00$ 15 SILT FENCE L.F.20 5.00$ 100.00$ TOTAL 74,063.00$ 25% DESIGN, ADMIN, CONT 18,515.75$ TOTAL PROJECT COST 92,578.75$ Revere Lane - West NO.ITEM UNIT 6th Ave to Old County Road 15 Trail Gap 112 Engineer's Estimate Page 33 10 Page 34 11 Medina Road Greenwood Elementary to Brockton Lane (North) – Trail Gap 43 The proposed trail site on the north side of Medina road would provide a trail connection to Greenwood Elementary and continue to the border between the City of Plymouth and the City of Medina. The site generally consists of a grass boulevard with street signs and private utilities. The right of way is located roughly 14-15 feet behind the back of curb. A 10 foot wide bituminous trail roughly 3,600 feet in length is proposed. The trail would be installed behind the back of the existing curb and gutter. A mid-block crossing would be required adjacent to the elementary school. Pedestrian ramps are proposed at all intersections for ADA compliance. Existing pedestrian ramps that do not meet ADA standards will be replaced. Street signs in the trail path would need to be relocated behind the trail. Private utility companies should be contacted in advance of this project there are gas valves and a utility vault that need adjustment. Numerous utility poles are close to the limits of trail construction and may need to be relocated as well. A couple of small retaining walls would likely be needed where slopes would be too steep to grade. Temporary right of entries may need to be obtained from property owners for trail restoration and would be verified by a survey and final design. TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 12,500.00$ 12,500.00$ 2 TRAFFIC CONTROL L.S. 1 5,000.00$ 5,000.00$ 3 CLEARING EACH 7 500.00$ 3,500.00$ 4 GRUBBING EACH 7 500.00$ 3,500.00$ 5 PRUNING HRS 6 160.00$ 960.00$ 6 RELOCATE MAILBOX EACH 3 150.00$ 450.00$ 7 SALVAGE AND INSTALL SIGN PANEL EACH 9 250.00$ 2,250.00$ 8 COMMON EXCAVATION C.Y. 1,200 35.00$ 42,000.00$ 9 AGGREGATE BASE CL 5 (CV)C.Y.793 50.00$ 39,650.00$ 10 RETAINING WALL - SMALL BLOCK S.F.500 35.00$ 17,500.00$ 11 ADJUST UTILITY BOX/CASTING EACH 4 800.00$ 3,200.00$ 12 F&I SIGN PANEL, TYPE C EACH 2 250.00$ 500.00$ 13 ZEBRA CROSSWALK WHITE- PAINT S.F.135 3.50$ 472.50$ 14 24" STOP BAR WHITE-PAINT L.F.45 3.60$ 162.00$ 15 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOMES)EACH 5 5,000.00$ 25,000.00$ 16 REMOVE AND REPLACE CONCRETE CURB & GUTTER TYPE ALL L.F.85 45.00$ 3,825.00$ 17 BITUMINOUS PATCHING MIXTURE TON 8 200.00$ 1,600.00$ 18 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y. 3,945 30.00$ 118,350.00$ 19 WATER FOR TURF ESTABLISHMENT MGAL 200 20.00$ 4,000.00$ 20 COMMERCIAL FERT. ANALYSIS 5-15-10 Lb. 240 4.00$ 960.00$ 21 SEEDING: MIXTURE Mn/DOT 25-151 S.Y. 1,200 2.00$ 2,400.00$ 22 SILT FENCE L.F.400 2.00$ 800.00$ TOTAL 288,579.50$ 25% DESIGN, ADMIN, CONT 72,144.88$ TOTAL PROJECT COST 360,724.38$ Medina Road - North Brockton Lane to Greenwood Elementary School Engineer's Estimate Trail Gap 43 NO.ITEM UNIT Page 35 12 Page 36 13 Medina Road Greenwood Elementary to Brockton Lane (South) – Trail Gap 43 This proposed project on the south side of Medina Road would fill the gap from Greenwood Elementary school to the Medina border. The site contains grass boulevards with lots of mature trees, signs, 1 fiber hand hole, and 2 gas valves. Existing right of way is 14-21 feet behind curb which would likely accommodate a trail without the need to acquire easements. A 10 foot wide bituminous trail approximately 3,545 feet long is proposed. The trail would be installed following the back of existing curb starting at the Medina border. There are would be 6 pedestrian ramps required to comply with ADA requirements with one located on either end of the project as well as 2 for each of the neighborhood entrances. Many of the trees should be able to be pruned instead of cut down as they are more than 12 feet behind back of curb. A small retaining wall measuring 150 feet long by roughly 3 feet tall would be needed just east of Troy Lane. A survey would need to be performed to verify existing right of way and determine if easements would need to be acquired. Temporary right of entries would need to be obtained from property owners for restoration. TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 12,500.00$ 12,500.00$ 2 TRAFFIC CONTROL L.S. 1 5,000.00$ 5,000.00$ 3 CLEARING EACH 5 500.00$ 2,500.00$ 4 GRUBBING EACH 5 500.00$ 2,500.00$ 5 PRUNING HRS 5 160.00$ 800.00$ 6 SALVAGE AND INSTALL SIGN PANEL EACH 13 200.00$ 2,600.00$ 7 COMMON EXCAVATION C.Y. 1,340 35.00$ 46,900.00$ 8 AGGREGATE BASE CL 5 (CV)C.Y.790 50.00$ 39,500.00$ 9 RETAINING WALL - SMALL BLOCK S.F.450 35.00$ 15,750.00$ 10 ADJUST UTILITY BOX/CASTING EACH 3 800.00$ 2,400.00$ 11 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOMES)EACH 6 5,000.00$ 30,000.00$ 12 REMOVE AND REPLACE CONCRETE CURB & GUTTER TYPE ALL L.F.100 45.00$ 4,500.00$ 13 BITUMINOUS PATCHING MIXTURE TON 9 200.00$ 1,800.00$ 14 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y. 3,943 30.00$ 118,290.00$ 15 WATER FOR TURF ESTABLISHMENT MGAL 200 20.00$ 4,000.00$ 16 COMMERCIAL FERT. ANALYSIS 5-15-10 Lb. 240 4.00$ 960.00$ 17 SEEDING: MIXTURE Mn/DOT 25-151 S.Y. 1,200 2.00$ 2,400.00$ 18 SILT FENCE L.F.370 2.00$ 740.00$ TOTAL 293,140.00$ 25% DESIGN, ADMIN, CONT 73,285.00$ TOTAL PROJECT COST 366,425.00$ NO.ITEM UNIT Medina Road - South Brockton Lane to Greenwood Elementary School Trail Gap 43 Engineer's Estimate Page 37 14 Page 38 15 Old County Road 15 Highway 55 to Saratoga Lane – Trail Gap 107 This proposed project on the south side of Old County Road 15 would link Highway 55 area trails with Saratoga Ln. The site contains gravel shoulders, grass boulevards, numerous driveways, bituminous and concrete curb, steep hills, and a number of power poles and other utilities. The tie in point on the west end of the project is an existing pedestrian ramp. The east side will dead end with a pedestrian ramp at Saratoga Ln. Right of way varies between 4-16 feet behind the edge of bituminous pavement and or curb which would likely necessitate the acquisition of easements (Figures 7A and 7B) to accommodate the trail. A 10 foot wide bituminous trail approximately 2,320 feet long is proposed. The trail would follow the back edge of bituminous curb both existing and newly constructed. Pedestrian ramps are proposed at all intersections to comply with ADA requirements. Trail construction to fill this gap would be a challenging endeavor. Many utility poles would conflict with the proposed trail would need to be relocated which could result in sizeable tree loss if they were located further away from the roadway. Two small retaining walls will need to be constructed where the boulevard slope is too steep to grade. About 12 feet of all residential driveways will be removed and repaved to accommodate the new trail. Mailboxes will also need to be relocated. A small portion of the paved shoulder that exists on this section could potentially be utilized to help minimize impacts to a small degree. There would also be concern with the impacts of a trail to the business at the southeast corner of Old County Road 15 and County Road 73. The business doesn’t have a defined driveway for access but has open pavement access for the entire corner. Standard practice would be to install barrier style curb with the trail and leave cutouts for access. However the business utilizes the entire area available for access so this approach would likely have detrimental effects on the business. Potential drainage impacts would have to be looked at in further detail as well. It is worth noting that easement would likely need to be acquired from this parcel. Surmountable curb may be an alternative. Another potential option would be to utilize striping to define the trail in this section leaving access open for the business but that would raise safety concerns without having a curb to define the road edge and protect residents utilizing the trail. A survey would need to be performed to verify existing right of way and determine the easements that need to be acquired. Temporary right of entries would need to be obtained from property owners for restoration. Page 39 16 TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 15,000.00$ 15,000.00$ 2 TRAFFIC CONTROL L.S. 1 5,000.00$ 5,000.00$ 3 CLEARING EACH 1 1,000.00$ 1,000.00$ 4 GRUBBING EACH 1 1,000.00$ 1,000.00$ 5 PRUNING HRS 5 160.00$ 800.00$ 6 REMOVE DRIVEWAY PAVEMENT S.Y.932 5.00$ 4,660.00$ 7 RELOCATE MAILBOX EACH 8 150.00$ 1,200.00$ 8 SALVAGE AND INSTALL SIGN PANEL EACH 7 250.00$ 1,750.00$ 9 COMMON EXCAVATION C.Y.880 35.00$ 30,800.00$ 10 AGGREGATE BASE CL 5 (CV)C.Y.570 50.00$ 28,500.00$ 11 REMOVE & REPLACE CONCRETE RETAINING WALL S.F.450 35.00$ 15,750.00$ 12 SMALL BLOCK RETAINING WALL S.F.420 35.00$ 14,700.00$ 13 BIG BLOCK RETAINING WALL S.F.660 40.00$ 26,400.00$ 14 INSTALL PVC FENCE L.F.115 25.00$ 2,875.00$ 15 ADJUST UTILITY BOX/CASTING EACH 6 800.00$ 4,800.00$ 16 ADJUST VALVE BOX EACH 2 250.00$ 500.00$ 17 ZEBRA CROSSWALK WHITE- PAINT S.F.240 3.50$ 840.00$ 18 24" STOP BAR WHITE-PAINT L.F.27 3.60$ 97.20$ 19 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOMES)EACH 9 5,000.00$ 45,000.00$ 20 REMOVE AND REPLACE CONCRETE CURB & GUTTER TYPE ALL L.F.80 45.00$ 3,600.00$ 21 REMOVE AND REPLACE BIT CURB L.F.373 16.00$ 5,968.00$ 22 INSTALL BITUMINOUS CURB - 6" X 6"L.F. 1,566 6.00$ 9,396.00$ 23 BITUMINOUS PATCHING MIXTURE TON 5 200.00$ 1,000.00$ 24 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y. 3,512 30.00$ 105,360.00$ 25 WATER FOR TURF ESTABLISHMENT MGAL 175 20.00$ 3,500.00$ 26 COMMERCIAL FERT. ANALYSIS 5-15-10 Lb. 160 4.00$ 640.00$ 27 SEEDING: MIXTURE Mn/DOT 25-151 S.Y.775 2.00$ 1,550.00$ 28 SILT FENCE L.F.630 2.00$ 1,260.00$ TOTAL 332,946.20$ 25% DESIGN, ADMIN, CONT 83,236.55$ TOTAL PROJECT COST 416,182.75$ NO.ITEM UNIT Trail Gap 107 Old County Road 15 - South HWY 55 to Saratoga Lane Engineer's Estimate Page 40 17 Page 41 18 Page 42 19 Page 43 20 Old County Road 15 Transit Station to Revere Lane – Trail Gap 109 This proposed project on the north side of Old County Road 15 would connect the transit station with Saratoga Ln. The site contains gravel shoulders with grassy boulevards and ditches as well as numerous public and private utility facilities. The right of way ranges between 16-31 feet behind the edge of the bituminous pavement and or curb which would likely accommodate the installation of a trail without the need to acquire easements. Some of the trail would be located in MNDOT right of way which would necessitate their review and approval of the proposed trail. A 10 foot wide bituminous trail approximately 2,015 feet long is proposed. The trail would follow the back edge of the bituminous curb. Pedestrian ramps are proposed at all intersections to comply with ADA requirements. The tie in point on the west end would be the east pedestrian ramp at the transit station entrance. The end of the trail on the east end would be directly across from Saratoga Ln. A retaining wall will be required between 2 driveway entrances. A culvert under the road at 10600 will likely need to be lengthened. At the same location a storm sewer inlet that goes under the driveway at 10600 will need to be redesigned and or relocated to accommodate trail construction. Also in the same area there is a ditch that will need to be partially filled and regraded to support the new trail. The biggest area of concern is the outer radius of the road as you near Saratoga Ln which is a pinch point between Hwy 55 and Old County Road 15 that is only about 14 feet wide. This would raise safety concerns due to it’s vicinity to traffic on Highway 55. Coordination with MNDOT would needed to determine if a barrier would be required which would add to the overall project cost and is not considered in the estimate for this trail gap. A survey would need to be performed to verify existing right of way and temporary right of entries would need to be obtained from property owners for restoration. Page 44 21 TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 10,000.00$ 10,000.00$ 2 TRAFFIC CONTROL L.S. 1 5,000.00$ 5,000.00$ 3 CLEARING EACH 2 1,000.00$ 2,000.00$ 4 GRUBBING EACH 2 1,000.00$ 2,000.00$ 5 SALVAGE AND INSTALL SIGN PANEL EACH 10 250.00$ 2,500.00$ 6 RELOCATE MAILBOX EACH 1 150.00$ 150.00$ 7 COMMON EXCAVATION C.Y.600 35.00$ 21,000.00$ 8 COMMON BORROW C.Y. 2,050 35.00$ 71,750.00$ 9 AGGREGATE BASE CL 5 (CV)C.Y.400 50.00$ 20,000.00$ 10 SMALL BLOCK RETAINING WALL S.F.300 35.00$ 10,500.00$ 11 ADJUST SANITARY MH STRUCTURE L.F.15 500.00$ 7,500.00$ 12 12" STORM SEWER EXTENTIONS L.F.40 50.00$ 2,000.00$ 13 ADJUST UTILITY BOX/CASTING EACH 2 800.00$ 1,600.00$ 14 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOMES)EACH 13 5,000.00$ 65,000.00$ 15 REMOVE DRIVEWAY PAVEMENT S.Y.63 5.00$ 315.00$ 16 REMOVE CONCRETE WALK S.F.110 3.00$ 330.00$ 17 REMOVE AND REPLACE BIT CURB L.F.200 16.00$ 3,200.00$ 18 REMOVE AND REPLACE CONCRETE CURB & GUTTER TYPE ALL L.F.30 45.00$ 1,350.00$ 19 INSTALL BITUMINOUS CURB - 6" X 6"L.F. 1,624 5.50$ 8,932.00$ 20 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y. 2,002 30.00$ 60,060.00$ 21 WATER FOR TURF ESTABLISHMENT MGAL 160 20.00$ 3,200.00$ 22 COMMERCIAL FERT. ANALYSIS 5-15-10 Lb. 150 4.00$ 600.00$ 23 SEEDING: MIXTURE Mn/DOT 25-151 S.Y. 1,560 2.00$ 3,120.00$ 24 SILT FENCE L.F.510 2.00$ 1,020.00$ TOTAL 303,127.00$ 25% DESIGN, ADMIN, CONT 75,781.75$ TOTAL PROJECT COST 378,908.75$ NO.ITEM UNIT Old County Road 15 - North Transit Station to Saratoga Lane Engineer's Estimate Trail Gap 109 Page 45 22 Page 46 23 Old Rockford Road Vicksburg Lane to Rockford Road – Trail Gap 56 This proposed project on the north side of Old Rockford Road would connect the existing trails just east of Vicksburg Lane and at Polaris Lane. The site consists of graded grass ditches, no curb, 5 signs, 3 phone boxes, 1 cable box, 1 fiber optic hand hole, 2 electric manholes, 4 fire hydrants, 1 emergency vehicle preemption (EVP) pole for the Vicksburg Lane and Old Rockford Road traffic signal, another wooden pole for an antenna, and 1 church driveway. Right of way is about 16-31 Feet behind the bituminous pavement edge. A variable 8-10 foot wide bituminous trail roughly 1,540 feet in length is proposed. The 10 foot wide trail is proposed to be installed on the back of bituminous curb installed with the project adjacent to the roadway in the areas on either end where the grading would be more extensive otherwise. Between those areas the trail would be 8 feet wide separated from the road by a grass buffer. A retaining wall 3 to 4 feet in height will need to be constructed across from 41st Ave because of the slope into the wetland. Pedestrian ramps are proposed at all intersections to comply with ADA requirements. Signs and poles that fall into the trail will need to be relocated. Private utility companies should be contacted in advance of the project to move the facilities that are in conflict with the proposed trail. A survey would need to be performed to verify existing right of way and temporary right of entries would need to be obtained from property owners for restoration. TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 6,500.00$ 6,500.00$ 2 TRAFFIC CONTROL L.S. 1 5,000.00$ 5,000.00$ 3 SALVAGE & INSTALL SIGN PANEL, TYPE ALL EACH 5 250.00$ 1,250.00$ 4 SALVAGE $ INSTALL EVP POLE EACH 1 2,000.00$ 2,000.00$ 5 SALVAGE & INSTALL SPRINKLER HEAD EACH 25 75.00$ 1,875.00$ 6 COMMON EXCAVATION C.Y.449 35.00$ 15,715.00$ 7 COMMON BORROW C.Y.170 35.00$ 5,950.00$ 8 AGGREGATE BASE CL. 5, (CV)C.Y.300 50.00$ 15,000.00$ 9 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y. 1,453 30.00$ 43,590.00$ 10 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOME)EACH 3 5,000.00$ 15,000.00$ 11 INSTALL BITUMINOUS CURB - 6" X 6"L.F.265 6.00$ 1,590.00$ 12 RETAINING WALL - SMALL MODULAR BLOCK S.F.840 35.00$ 29,400.00$ 13 INSTALL PVC FENCE L.F.240 25.00$ 6,000.00$ 14 WATER FOR TURF ESTABLISHMENT MGAL.90 20.00$ 1,800.00$ 15 COMMERCIAL FERT. ANALYSIS 5-15-10 LB.101 4.00$ 404.00$ 16 HYDROSEEDING: MN/DOT MIX 25-151 S.Y. 1,243 2.00$ 2,486.00$ TOTAL BASE BID 153,560.00$ 25% DESIGN, ADMINISTRATION, CONTINGENCY 38,390.00$ TOTAL PROJECT COST 191,950.00$ Old Rockford Road - North Vicksburg Lane to Rockford Road Engineer's Estimate Trail Gap 56 NO.ITEM UNIT Page 47 24 Page 48 25 Old Rockford Road Three Rivers Trail to 41st Avenue (North) – Trail Gap 72 This proposed project on the north side of Old Rockford Road would connect the Three Rivers Park District’s trail system with the existing trail at 41st Ave. The site consists of grass boulevards, a steep hill, and driveways with private utilities, power poles, trees, fences, light poles, and signs. The right of way extends from 0-20 feet behind the edge of pavement. A 10 foot wide bituminous trail roughly 1,185 feet in length is proposed and would be installed behind bituminous curb that would be constructed with the project. The westbound lane of Old Rockford Road tapers from 28 feet to 16 feet wide at the church entrance with an overall street width that is wider than what is needed. The trail could utilize a portion of the excess street width with the front edge of trail proposed to be 16.5 feet off of centerline of the road. By using part of the roadway for the trail extensive grading, utility conflicts, and easement acquisition can be minimized. It would be suggested that this trail is designed assuming a similar trail is installed on the south side of the roadway so that a consistent street width is maintained. A large retaining wall would be proposed in front of the cemetery to limit grading impacts. Pedestrian ramps are proposed at all intersections to comply with ADA requirements. Private utilities should be contacted in advance of this project to relocate facilities that conflict with the trail installation. Three Rivers Park District will also need to be contacted to coordinate the connection to their trail. The existing easement in the cul-de-sac doesn’t appear to be large enough to accommodate the trail and a larger easement may have to be acquired. A survey would need to be performed to verify existing right of way and proposed easements. Temporary right of entries would need to be obtained from property owners for restoration and construction of the retaining wall. Page 49 26 TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 8,000.00$ 8,000.00$ 2 TRAFFIC CONTROL L.S. 1 5,000.00$ 5,000.00$ 3 REMOVE PAVEMENT S.Y.300 5.00$ 1,500.00$ 4 SALVAGE & INSTALL MAILBOX EACH 3 150.00$ 450.00$ 5 SALVAGE & INSTALL SIGN PANEL, TYPE ALL EACH 3 200.00$ 600.00$ 6 SALVAGE & INSTALL SPRINKLER HEAD EACH 25 75.00$ 1,875.00$ 7 CLEARING EACH 15 350.00$ 5,250.00$ 8 GRUBBING EACH 17 350.00$ 5,950.00$ 9 COMMON EXCAVATION C.Y.415 35.00$ 14,525.00$ 10 BIG BLOCK RETAINING WALL (>4' TALL)S.F.840 40.00$ 33,600.00$ 11 ADJUST VALVE BOX EACH 3 250.00$ 750.00$ 12 AGGREGATE BASE CL. 5, (CV)C.Y.277 50.00$ 13,850.00$ 13 INSTALL BITUMINOUS CURB - 6" X 6"L.F. 1,135 6.00$ 6,810.00$ 14 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y. 1,381 30.00$ 41,430.00$ 15 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOME)EACH 3 5,000.00$ 15,000.00$ 16 ADJUST UTILITY BOX/ CASTING EACH 1 800.00$ 800.00$ 17 WATER FOR TURF ESTABLISHMENT MGAL.85 20.00$ 1,700.00$ 18 COMMERCIAL FERT. ANALYSIS 5-15-10 LB.91 4.00$ 364.00$ 19 HYDROSEEDING: MN/DOT MIX 25-151 S.Y.670 2.00$ 1,340.00$ 20 SILT FENCE L.F.300 2.00$ 600.00$ TOTAL BASE BID 159,394.00$ 25% DESIGN, ADMINISTRATION, CONTINGENCY 39,848.50$ TOTAL PROJECT COST 199,242.50$ NO.ITEM UNIT Old Rockford Road - North Three Rivers Trail to 41st Ave Trail Gap 72 Engineer's Estimate Page 50 27 Page 51 28 Old Rockford Road Three Rivers Trail to 41st Avenue (South) – Trail Gap 72 This proposed project on the south side of Old Rockford Road would connect the Three Rivers Park District’s trail system with the existing trail at 41st Ave. The site consists of grass boulevards and driveways with private utilities, power poles, trees, fences, light poles, and signs. The right of way extends between 8-31 feet behind the back of pavement. A 10 foot wide bituminous trail roughly 1,112 feet in length is proposed following the back edge of bituminous curb to be installed with the project. The eastbound lane of Old Rockford Road widens after the eastern church exit from 16 to 23 feet with an overall street width that is wider than what is needed. The trail could utilize a portion of the excess street width with the front edge of trail proposed to be 16.5 feet off of centerline of the road. By using part of the roadway for the trail extensive grading, utility conflicts, and easement acquisition can be minimized. It would be suggested that this trail is designed assuming a similar trail is installed on the north side of the roadway so that a consistent street width is maintained. Pedestrian ramps are proposed at all intersections to comply with ADA requirements. Street signs and mailboxes in the trail would need relocation. Private utility companies should be contacted in advance of this project to relocate facilities that are in conflict with the proposed trail. Three Rivers Park District will also need to be contacted to coordinate the connection to their trail. A survey would need to be performed to verify existing right of way and to determine if an easement needs to be acquired. Temporary right of entries would need to be obtained from property owners for restoration. Page 52 29 TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 7,500.00$ 7,500.00$ 2 TRAFFIC CONTROL L.S. 1 5,000.00$ 5,000.00$ 3 REMOVE AND REPLACE BITUMINOUS CURB L.F.313 16.00$ 5,008.00$ 4 REMOVE & REPLACE CONCRETE CURB & GUTTER TYPE ALL L.F.150 45.00$ 6,750.00$ 5 REMOVE & REPLACE CONCRETE PAVEMENT S.F.40 15.00$ 600.00$ 6 REMOVE PAVEMENT S.Y.275 5.00$ 1,375.00$ 7 SALVAGE & INSTALL MAILBOX EACH 1 150.00$ 150.00$ 8 SALVAGE & INSTALL SIGN PANEL, TYPE ALL EACH 5 250.00$ 1,250.00$ 9 SALVAGE & INSTALL SPRINKLER HEAD EACH 25 75.00$ 1,875.00$ 10 CLEARING EACH 5 500.00$ 2,500.00$ 11 GRUBBING EACH 5 500.00$ 2,500.00$ 12 COMMON EXCAVATION C.Y.471 35.00$ 16,485.00$ 13 AGGREGATE BASE CL. 5, (CV)C.Y.348 50.00$ 17,400.00$ 14 ROADWAY BITUMINOUS MIXTURE TON 50 100.00$ 5,000.00$ 15 BITUMINOUS PATCHING MIXTURE TON 12 200.00$ 2,400.00$ 16 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y. 1,236 30.00$ 37,080.00$ 16 INSTALL BITUMINOUS CURB - 6" X 6"L.F.560 6.00$ 3,360.00$ 17 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOME)EACH 9 5,000.00$ 45,000.00$ 18 ADJUST UTILITY BOX/ CASTING EACH 1 800.00$ 800.00$ 19 WATER FOR TURF ESTABLISHMENT MGAL.80 20.00$ 1,600.00$ 20 COMMERCIAL FERT. ANALYSIS 5-15-10 LB.85 4.00$ 340.00$ 21 HYDROSEEDING: MN/DOT MIX 25-151 S.Y.617 2.00$ 1,234.00$ TOTAL BASE BID 165,207.00$ 25% DESIGN, ADMINISTRATION, CONTINGENCY 41,301.75$ TOTAL PROJECT COST 206,508.75$ Old Rockford Road - South Three Rivers Trail to 41st Ave Engineer's Estimate Trail Gap 72 NO.ITEM UNIT Page 53 30 Page 54 31 Old Rockford Road East of Evergreen Lane to Zachary Lane – Trail Gap 73 This proposed project on the north side of Old Rockford Road would connect the Zachary Lane trail with the east side of Evergreen Lane. The site consists of a grass and gravel shoulder, private utilities, power poles, signs, a fire hydrant, and a street light. The right of way varies between 8-15 feet behind edge of pavement but is typically around 14 feet. Proposed is a 10 foot wide bituminous trail that follows the back edge of curb roughly 1,710 feet in length. Surmountable curb is proposed for this section that does not have any. The westbound lane of Old Rockford Road tapers from 24 to 16 feet wide at Balsam Ln. This section of trail is proposed to use a portion of the existing road width with the front edge of the trail located 16.5 feet from centerline of Old Rockford Road. By using part of the roadway for the new trail there will be less grading, a fire hydrant will not have to be moved, and acquisition of easements will be minimized. Pedestrian ramps are proposed at all intersections to comply with ADA requirements. Two small block retaining walls will most likely be needed. Signs in the trail would need to be relocated. Private utility companies would need to be notified in advance of the project to relocate the numerous utilities that would conflict with the proposed trail installation. There are two CIP projects scheduled in the vicinity of this project. The neighborhood north of Old Rockford Road between Evergreen Lane and Balsam Lane is scheduled for a mill and overlay project in 2020. It is not expected that this project would have an impact on the proposed trail project. Zachary Lane from 36th Avenue to Bass Lake Road is scheduled for a mill and overlay project in 2021. The pedestrian ramp at the intersection of Old Rockford Road and Zachary Lane would be the only impact and the future trail connection should be considered with the mill and overlay project if it were to occur prior to the proposed trail project. A survey would need to be performed to verify existing right of way and determine the easement that need to be acquired. Temporary right of entries would need to be obtained from property owners for restoration and construction of the retaining walls. Page 55 32 TOTAL UNIT TOTAL QUANTITY PRICE PRICE 1 MOBILIZATION L.S. 1 11,500.00$ 11,500.00$ 2 TRAFFIC CONTROL L.S. 1 5,000.00$ 5,000.00$ 3 REMOVE PAVEMENT S.Y.560 5.00$ 2,800.00$ 4 REMOVE & REPLACE CONCRETE CURB & GUTTER TYPE ALL L.F.190 45.00$ 8,550.00$ 5 SALVAGE & INSTALL MAILBOX EACH 1 150.00$ 150.00$ 6 SALVAGE & INSTALL SIGN PANEL, TYPE ALL EACH 5 250.00$ 1,250.00$ 7 SALVAGE & INSTALL SPRINKLER HEAD EACH 25 75.00$ 1,875.00$ 8 CLEARING EACH 1 1,000.00$ 1,000.00$ 9 GRUBBING EACH 1 1,000.00$ 1,000.00$ 10 COMMON EXCAVATION C.Y.570 35.00$ 19,950.00$ 11 12" CLASS V RCP L.F.10 100.00$ 1,000.00$ 12 REMOVE AND REPLACE 2X3 CBMH EACH 4 3,000.00$ 12,000.00$ 13 SMALL BLOCK RETAINING WALL S.F.300 35.00$ 10,500.00$ 14 INSTALL PVC FENCE L.F.160 25.00$ 4,000.00$ 15 AGGREGATE BASE CL. 5, (CV)C.Y.380 50.00$ 19,000.00$ 16 CONCRETE CURB & GUTTER S512 L.F.430 20.00$ 8,600.00$ 17 BITUMINOUS PATCHING MIXTURE TON 46 200.00$ 9,200.00$ 18 3" BITUMINOUS TRAIL MIXTURE TYPE SPWEA240B S.Y. 1,900 30.00$ 57,000.00$ 19 CONCRETE PEDESTRIAN RAMPS (W/TRUNCATED DOME)EACH 8 5,000.00$ 40,000.00$ 20 ADJUST UTILITY BOX/ CASTING EACH 4 800.00$ 3,200.00$ 21 WATER FOR TURF ESTABLISHMENT MGAL.125 20.00$ 2,500.00$ 22 COMMERCIAL FERT. ANALYSIS 5-15-10 LB.132 4.00$ 528.00$ 23 HYDROSEEDING: MN/DOT MIX 25-151 S.Y. 3,183 2.00$ 6,366.00$ 24 SILT FENCE L.F.510 2.00$ 1,020.00$ TOTAL BASE BID 227,989.00$ 25% DESIGN, ADMINISTRATION, CONTINGENCY 56,997.25$ TOTAL PROJECT COST 284,986.25$ Old Rockford Road - North Evergreen Lane to Zachary Lane Trail Gap 73 Engineer's Estimate UNITITEMNO. Page 56 33 Page 57 34 Appendix A Bituminous Trail Typical Section Adjacent to Roadway Page 58 35 Bituminous Trail Typical Section Boulevard Page 59 36 Sidewalk Typical Section Page 60